Drawings_Part14.pdf

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PLAN VIEW

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6" PIPE

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THRUST BLOCK

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STREET

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FINAL GRADE

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24" MAX.

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18" MIN.

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6" PIPE

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VALVE BOX

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AGGREGATE #57 TO EXTEND 12" ABOVE FIRE HYDRANT WEEP HOLES

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WATER MAIN TEE, REDUCER OR CROSS

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2,500 PSI CONCRETE

AutoCAD SHX Text FIRE HYDRANT FLANGE ELEVATION (SEE PLANS FOR ACTUAL ELEVATION AND NOTE 7 FOR TYPICAL INSTALLATION)

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(2) 3/4" TIE-RODS

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FIRE HYDRANT

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THRUST BLOCK

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TEE, REDUCER OR CROSS

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3/4" TIE BOLT

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UNDISTURBED SOIL

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1. NO OBSTRUCTIONS WILL BE PERMITTED WITHIN 3 FT. IN ALL DIRECTIONS NO OBSTRUCTIONS WILL BE PERMITTED WITHIN 3 FT. IN ALL DIRECTIONS OF FIRE HYDRANT. FIRE HYDRANT SHALL NOT BE PLACED IN WHEEL CHAIR RAMP OR DRIVEWAY. 2. VALVE MAY BE CONNECTED TO TEE AT MAIN LINE. USE FLANGED VALVE MAY BE CONNECTED TO TEE AT MAIN LINE. USE FLANGED MECHANICAL JOINT ENDS. WHERE SPOOL IS REQUIRED BETWEEN TEE AND VALVE, USE FLANGED MECHANICAL ENDS WITH 3/4" DIAMETER TIE-RODS. 3. COMPLY WITH REQUIREMENTS OF AWWA C-502, DRY BARREL FIRE COMPLY WITH REQUIREMENTS OF AWWA C-502, DRY BARREL FIRE HYDRANTS AND AWWA C-550, PROTECTIVE EPOXY INTERIOR COATINGS FOR VALVES AND HYDRANTS. 4. SEE CU-920 FOR CATHODIC PROTECTION DETAILS FOR ANODE SEE CU-920 FOR CATHODIC PROTECTION DETAILS FOR ANODE CU-920 FOR CATHODIC PROTECTION DETAILS FOR ANODE FOR ANODE REQUIRED ON ALL FITTINGS AND FIRE HYDRANTS. 5. FIRE HYDRANTS SHALL HAVE ONE 4 1/2" STEAMER CONNECTION AND FIRE HYDRANTS SHALL HAVE ONE 4 1/2" STEAMER CONNECTION AND TWO 2 1/2" HOSE CONNECTIONS. ALL THREADS SHALL BE NST (NATIONAL STANDARD THREADS.)

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GENERAL NOTES

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6. FIRE HYDRANT ORIENTATION WILL HAVE THE LARGE NOZZLE FACING FIRE HYDRANT ORIENTATION WILL HAVE THE LARGE NOZZLE FACING WHERE THE FIRE TRUCK WILL DRIVE AND/OR PARK, I.E. FACING THE STREET, FACING THE FIRE LANE, FACING THE PARKING LOT, ETC. IF THERE IS ANY QUESTIONS ABOUT FIRE HYDRANT OR POST INDICATOR VALVE ORIENTATION, THE FORT BLISS FIRE DEPARTMENT WILL BE THE ULTIMATE AUTHORITY. 7. WHEN FIRE HYDRANT IS ADJACENT TO EXISTING / PROPOSED STREET WHEN FIRE HYDRANT IS ADJACENT TO EXISTING / PROPOSED STREET OR PAVEMENT WITH A CURB; FIRE HYDRANT FLANGE ELEVATION = TOP OF CURB + 4 INCHES. WHEN FIRE HYDRANT IS ADJACENT TO . WHEN FIRE HYDRANT IS ADJACENT TO EXISTING / PROPOSED STREET OR PARKING LOT WITHOUT A CURB; FIRE HYDRANT FLANGE ELEVATION = TOP OF PAVEMENT AT EDGE OF TOP OF PAVEMENT AT EDGE OF PAVEMENT + 4 INCHES. . 8. FIRE HYDRANT COLOR SHALL BE NUTMEG BROWN. COORDINATE FIRE FIRE HYDRANT COLOR SHALL BE NUTMEG BROWN. COORDINATE FIRE HYDRANT CAP COLOR WITH FORT BLISS FIRE DEPARTMENT. 9. FIRE HYDRANT ASSEMBLY INCLUDES EVERYTHING SHOWN IN DETAIL FIRE HYDRANT ASSEMBLY INCLUDES EVERYTHING SHOWN IN DETAIL EXCEPT FITTING FOR CONNECTION ON MAIN LINE.

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BACK OF CURB OR EDGE OF PAVEMENT

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10. CONTRACTOR SHALL PLACE BLACK PLASTIC BAGS OVER FIRE HYDRANTS CONTRACTOR SHALL PLACE BLACK PLASTIC BAGS OVER FIRE HYDRANTS AND HYDRANTS WILL NOT BE IN OPERATION UNTIL THE WATER MAINS HAVE BEEN INSPECTED AND ACCEPTED BY THE CORPS OF ENGINEERS. 11. ALL TIE RODS SHALL BE STAINLESS STEEL IF USED IN LIEU OF THRUST ALL TIE RODS SHALL BE STAINLESS STEEL IF USED IN LIEU OF THRUST BLOCKING.

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CONCRETE PAD (SEE (SEE CU-902 FOR VALVE DETAILS)

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FUTURE SIDEWALK

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TOP OF CURB OR TOP OF PAVEMENT W/O CURB

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FUTURE LANDSCAPE ROCK

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REF

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FIRE HYDRANT ASSEMBLY DETAIL

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NTS

AutoCAD SHX Text RODS MAY BE INSERTED THROUGH BOLT HOLES IN LIEU OF USING TIE-RODS. IF USED, KEEPER NUT AND WASHER MUST BE INSTALLED BEHIND GLAND.

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WATER MAIN

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(2) 3/4" TIE-RODS

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PROPOSED SUBGRADE

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6" GATE VALVE

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6" GATE VALVE

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VITON O-RING FOR VALVE/STEM SEAT

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E COATED SLEEVE/SEAT 11 GA., A-569 HOT ROLLED STEEL

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VITON QUAD RING FOR VALVE SEAT

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BRASS VALVE BODY, CAST FROM C84400 BRONZE

AutoCAD SHX Text 304 STAINLESS REPLACEMENT STEM, TENSILE STRENGTH 80 Ksi

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302 STAINLESS STEEL SPRING

AutoCAD SHX Text NOTE: 1. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

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PLAN VIEW

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WATER MAIN

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TEE, REDUCER OR CROSS

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THRUST BLOCK

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THRUST BLOCK

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THRUST BLOCK

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6" X 90° BEND

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6" PIPE

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3/4" TIE BOLT

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FIRE

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6" GATE VALVE

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HYDRANT

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UNDISTURBED SOIL

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WATER MAIN, TEE, REDUCER, OR CROSS

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AGGREGATE #57 TO EXTEND 12" ABOVE FIRE HYDRANT WEEP HOLES

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24" MAX.

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18" MIN.

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2,500 PSI CONCRETE

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STREET

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BACK OF CURB OR EDGE OF PAVEMENT

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TOP OF CURB OR TOP OF PAVEMENT W/O CURB

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REF

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FIRE HYDRANT ASSEMBLY DETAIL 2

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NTS

AutoCAD SHX Text RODS MAY BE INSERTED THROUGH BOLT HOLES IN LIEU OF USING TIE-RODS. IF USED, KEEPER NUT AND WASHER MUST BE INSTALLED BEHIND GLAND.

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(2) 3/4" TIE-RODS

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AutoCAD SHX Text FIRE HYDRANT FLANGE ELEVATION (SEE PLANS FOR ACTUAL ELEVATION AND NOTE 8 FOR TYPICAL INSTALLATION)

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FUTURE SIDEWALK

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FINAL GRADE

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FUTURE LANDSCAPE ROCK

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(2) 3/4" TIE RODS

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(2) 3/4" TIE-RODS

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PROPOSED SUBGRADE

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FIRE HYDRANT SECTION SHOWING ANTI-TERRORISM CHECK VALVE

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DATE:

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SOLICITATION NUMBER.:

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DESIGNED BY:

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DRAWN BY:

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SUBMITTED BY:

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FILE NAME:

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CHECKED BY:

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CONTRACT NUMBER.:

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FILE NUMBER.:

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PLOT DATE:

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SIZE:

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MARK

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DESCRIPTION

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DATE

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APPR

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MARK

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DESCRIPTION

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DATE

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DALLAS, TEXAS 75202

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FIRM REGISTRATION NO. F-761

AutoCAD SHX Text 1717 McKINNEY AVE., SUITE 1400

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M. DE LEON

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B. BEECHAM

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M. DE LEON

AutoCAD SHX Text 04/10/2019

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W912DY-09-D-0067

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MICHAEL DAVID DE LEON

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CONFORMANCE SET

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COMPACTED NATIVE MATERIAL AS SPECIFIED

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%%UCLASS B

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%%UPIPE DIAMETER

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A. TRENCH DIMENSION "W" AS FOLLOWS:

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%%U"W" AS FOLLOWS

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LESS THAN 18"

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42" & LARGER

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1/2 PIPE O.D.

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%%UCLASS E1

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A. USE CLASS I CRUSHED ROCK MAXIMUM 1 1/2 INCH

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SIZE PER ASTM D-2321.

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B. NO COMPACTION REQUIRED. USE MINIMAL TAMPING,

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RODDING OR HAUNCH SLICING CAREFULLY IN THE

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EMBEDMENT ZONE.

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C. TRENCH DIMENSION "W" AS FOLLOWS FOR FLEXIBLE

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LESS THAN 24"

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24" THRU 48"

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GREATER THAN 48"

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SEWER PIPE.

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D. TRENCH DIMENSION "W" AS FOLLOWS FOR RIGID PIPE:

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42" & LARGER

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LESS THAN 18"

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%%UPIPE DIAMETER

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1/2 PIPE O.D.

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%%U"W" AS FOLLOWS

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%%UPIPE DIAMETER

AutoCAD SHX Text NATIVE MATERIAL W/ LESS THAN 12% PASSING THE No. 200 SIEVE

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1. TRENCH SAFETY SYSTEMS SHALL BE AS TRENCH SAFETY SYSTEMS SHALL BE AS REQUIRED BY OSHA EXCAVATION AND TRENCH SAFETY REQUIREMENTS.

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O.D./6 BUT NOT LESS THAN 4"

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4" FOR PIPE SIZE 8"-30" 6" FOR PIPE SIZE >30"

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"W" MAX.

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"W" MAX.

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FINISHED GRADE

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EMBEDMENT AS SPECIFIED

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APPROVED PIPE

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GENERAL NOTES

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CONSTRUCTION KEY NOTES

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1. REFER TO UTILITY STANDARD DETAIL FOR REFER TO UTILITY STANDARD DETAIL FOR PAVEMENT REPLACEMENT AND BACKFILL REQUIREMENTS. 2. TRENCH SAFETY SYSTEMS SHALL BE AS REQUIRED TRENCH SAFETY SYSTEMS SHALL BE AS REQUIRED BY OSHA EXCAVATION AND TRENCH SAFETY REQUIREMENTS. 3. AT UTILITY CROSSINGS, CONTRACTOR TO AT UTILITY CROSSINGS, CONTRACTOR TO COORDINATE WITH OTHER UTILITY CONTRACTORS FOR ADEQUATE CLEARANCES.

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GENERAL NOTES

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CONSTRUCTION KEY NOTES

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REF

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STANDARD COVER FOR WATER MAINS

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NTS

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REF

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EMBEDMENT CLASS B FOR RIGID PIPE

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NTS

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REF

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EMBEDMENT CLASS E1 FOR RIGID PIPE

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AND FLEXIBLE PIPE

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NTS

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TOP OF SUBGRADE

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REF

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CONCRETE ENCASEMENT

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NTS

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COMPACTED NATIVE MATERIAL AS SPECIFIED

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CLASS I CRUSHED ROCK AS SPECIFIED COMPACTION SEE NOTE B

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COMPACTED NATIVE MATERIAL AS SPECIFIED

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SUBGRADE

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COHESIVE SOIL

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NON-COHESIVE SOIL

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8" THICKNESS

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BASE COURSE

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* ASTM D-1557 MODIFIED PROCTOR

AutoCAD SHX Text EMBEDMENT BACKFILL - USE CLASS II COARSE GRAVELS PER ASTM. D-2487 W/<12% FINES & MAX SIZE 1-1/2". NATIVE MATERIAL OR IMPORTED SELECT MATERIAL, MEETING OR EXCEEDING CLASS II REQUIREMENTS, MAY BE USED. CLASS I MATERIAL (MAXIMUM 1-1/2" SIZE) IS ACCEPTABLE AT THE DISCRETION OF THE CONTRACTOR. FINAL BACKFILL - COMPACTED NATIVE MATERIAL TO 95%, MAXIMUM 3" SIZE. METALLIC TAPE AS SPECIFIED SHALL BE PLACED APPROXIMATELY 9"-18" BELOW FINISHED GRADE. CONCRETE THRUST BLOCKS AND SUPPORTS SHALL BE INSTALLED IN ACCORDANCE WITH THRUST BLOCKING DETAIL 7/CU-902.THRUST BLOCKING DETAIL 7/CU-902.

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AutoCAD SHX Text STANDARD COVER SHALL BE AS INDICATED IN DETAIL 3/CU-902. DETAIL 3/CU-902. UNIFORM TRENCH BOTTOM - PIPE SHALL GENERALLY BE LAID ON UNIFORM, EVENLY GRADED TRENCH BOTTOM. TRENCH BOTTOM SHALL BE SHAPED AT EVERY BELL TO PROVIDE UNIFORM BEARING OF PIPE BARREL. STANDARD COMPACTION REQUIREMENTS:

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1. 2. 3.

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REF

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EMBEDMENT CLASS G FOR PVC

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PRESSURE PIPE

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FINISH GRADE

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FINISH GRADE

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85% COMPACTION REQUIRED FOR A MIN. OF 2' ABOVE EMBEDMENT ZONE

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REMARKS

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ASTM*

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PAVED

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UNPAVED

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FINAL BACKFILL

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EMBEDMENT

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ZONE

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CONSTRUCTION KEY NOTES:

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GENERAL NOTES:

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FINISH GRADE

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2000 PSI CONCRETE

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6" OR LESS

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PIPE SIZE

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8" TO 16"

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COVER DIMENSION

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GREATER THAN 16"

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MINIMUM COVER DIMENSIONS

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(TYP.)

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6" MIN.

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TRENCH

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WIDTH

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%%USECTION

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FINISH GRADE IN UNPAVED AREAS

AutoCAD SHX Text SLIP TYPE CI VALVE BOX 5 1/4" DIA. SUPPORT BOX ON BRICKS. BOX SHALL NOT REST ON VALVE BODY

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BRICKS ALL AROUND

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VALVE ENDS FOR TYPE OF PIPE INSTALLED

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PAVEMENT

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1/4" THK STL TRASH RING, RING DIA.= VALVE BOX ID MINUS 1/8"

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VALVE STEM EXTENSION

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3/4" CRUSHED ROCK ABC

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2500 PSI CONC. VALVE SUPPORT

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UNDISTURBED SOIL

AutoCAD SHX Text 2-#5 REBAR HAIR PINS PAINT UNEMBEDDED PORTION OF REBARS WITH 2 COATS OF COAL TAR EPOXY

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CONC. VALVE SUPPORT 2500 P.S.I. CONCRETE

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1. ALL BURIED VALVES SHALL BE PROVIDED WITH ALL BURIED VALVES SHALL BE PROVIDED WITH EXTENSION STEM OPERATOR WITH 2 SQ AWWA NUT WITHIN 36" OF VALVE BOX COVER. NUT IS TO INDICATE DIRECTION OF ROTATION TO OPEN VALVE. 2. COAT BURIED PIPE & VALVE BOX PER SPECIFICATIONS. COAT BURIED PIPE & VALVE BOX PER SPECIFICATIONS. 3. CLEAN VALVE BOX OF ALL DEBRIS & SOIL. CLEAN VALVE BOX OF ALL DEBRIS & SOIL. 4. VALVE TYPE AS INDICATED ON THE PLANS. VALVE TYPE AS INDICATED ON THE PLANS. 5. CONTRACTOR TO PROVIDE ANODE FOR EACH VALVE INSTALLED. CONTRACTOR TO PROVIDE ANODE FOR EACH VALVE INSTALLED. 6. SET TOP OF CONCRETE PAD FLUSH WITH FINISH GRADE.SET TOP OF CONCRETE PAD FLUSH WITH FINISH GRADE.

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GENERAL NOTES

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FINISHED GRADE

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REF

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VALVE & VALVE BOX INSTALLATION

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NTS

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SERVICE STAMPED ON LID

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24" X 24" CLASS "A" CONC. PAD 6" THICK

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MAX. SLOPE

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THRUST BLOCK

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AREA (Y & W)

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1/2 AREA REQUIRED FOR 90° BEND

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AREA FOR TEE

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TOTAL AREA EQUALS AREA REQUIRED FOR TEE

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13 SQ. FEET

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23 SQ. FEET

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6 SQ. FEET

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9 SQ. FEET

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12 SQ. FEET

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3 SQ. FEET

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5 SQ. FEET

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7 SQ. FEET

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WATER PIPE

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4" & LESS

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3 SQ. FEET

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4 SQ. FEET

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3 SQ. FEET

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3 SQ. FEET

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1. TABLE IS BASED ON 2000#/SQ. FT. SOIL. IF CONDITIONS ARE FOUND TO INDICATE SOIL TABLE IS BASED ON 2000#/SQ. FT. SOIL. IF CONDITIONS ARE FOUND TO INDICATE SOIL BEARING IS LESS, THE AREAS SHALL BE INCREASED ACCORDINGLY. 2. AREAS FOR PIPE LARGER THAN 16" SHALL BE CALCULATED. AREAS FOR PIPE LARGER THAN 16" SHALL BE CALCULATED. 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSION STRENGTH OF 2500 PSI. CONCRETE SHALL HAVE A MINIMUM COMPRESSION STRENGTH OF 2500 PSI. 4. THRUST BLOCK IS TO EXTEND TO UNDISTURBED SOIL. THRUST BLOCK IS TO EXTEND TO UNDISTURBED SOIL. 5. SIZE MAY BE DECREASED FOR LESSER DEGREE BENDS AS DETERMINED BY A LICENSED SIZE MAY BE DECREASED FOR LESSER DEGREE BENDS AS DETERMINED BY A LICENSED ENGINEER. 6. KEEP CONCRETE CLEAR OF M.J. OR BELL AND SPIGOT JOINTS. KEEP CONCRETE CLEAR OF M.J. OR BELL AND SPIGOT JOINTS. JOINTS. 7. BLOCK IN A SIMILAR MANNER AT TEES, HYDRANTS, PLUG OR OTHER LOCATIONS AS BLOCK IN A SIMILAR MANNER AT TEES, HYDRANTS, PLUG OR OTHER LOCATIONS AS PLUG OR OTHER LOCATIONS AS REQUIRED. 8. IF CONCRETE BLOCKS CANNOT BE POURED, THEN USE TIE-RODS OR OTHER APPROVED IF CONCRETE BLOCKS CANNOT BE POURED, THEN USE TIE-RODS OR OTHER APPROVED METHOD TO RESTRAIN THRUST. 9. FULLY RESTRAIN JOINTS A MINIMUM OF 90 LF EACH SIDE OF ANY BENDS IN (HORIZONTAL FULLY RESTRAIN JOINTS A MINIMUM OF 90 LF EACH SIDE OF ANY BENDS IN (HORIZONTAL OR VERTICAL) 16" OR LARGER PIPE EVEN IF THRUST BLOCKING IS PROVIDED.

AutoCAD SHX Text A. LENGTH "Y & W" AS REQUIRED TO OBTAIN BEARING AREA LENGTH "Y & W" AS REQUIRED TO OBTAIN BEARING AREA AGAINST UNDISTURBED SOIL. B. ADDITIONAL EXCAVATION IF NECESSARY TO OBTAIN ADDITIONAL EXCAVATION IF NECESSARY TO OBTAIN REQUIRED BEARING AREA. C. MINIMUM THRUST BLOCK AREA REQUIREMENTS FOR MINIMUM THRUST BLOCK AREA REQUIREMENTS FOR (Y & W) AS FOLLOWS:

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1 SQ. FEET

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2 SQ. FEET

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2 SQ. FEET

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1 SQ. FEET

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GENERAL NOTES

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CONSTRUCTION KEY NOTES

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TEE, DEAD END 90° BEND

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45° AND22 1/2° BENDS

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11 1/4° BENDS

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PIPE SIZE

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THRUST BLOCKING DETAILS

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MAX. SLOPE

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THRUST BLOCK

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AutoCAD SHX Text DETAIL NOTES: 1. RESTRAINT BLOCKS SHALL BE A MINIMUM OF 24 INCHES RESTRAINT BLOCKS SHALL BE A MINIMUM OF 24 INCHES IN HEIGHT AND 12 INCHES THICK. THE TOP OF THE BLOCK SHALL BE NO MORE THAN 6 INCHES ABOVE TOP OF PIPE.

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THRUST BLOCK

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GRAVITY THRUST BLOCK

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HAIRPINS

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DATE:

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SOLICITATION NUMBER.:

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CONTRACT NUMBER.:

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DATE

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DALLAS, TEXAS 75202

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FIRM REGISTRATION NO. F-761

AutoCAD SHX Text 1717 McKINNEY AVE., SUITE 1400

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M. DE LEON

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B. BEECHAM

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M. DE LEON

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W912DY-09-D-0067

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MICHAEL DAVID DE LEON

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CONFORMANCE SET

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US Army Corps of Engineers

Fort Worth District

SHEET

IDENTIFICATION

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PIPE COATING

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INSULATED WIRE

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STEEL PIPE

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THERMITE WELD

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BARE CONDUCTOR

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CRIMP COPPER REINFORCING SLEEVE TO WIRE PRIOR TO BRAZING

AutoCAD SHX Text NOTE: 1. FILE STEEL TO BRIGHT SURFACE BEFORE MAKING THERMITE WELDS. FILE STEEL TO BRIGHT SURFACE BEFORE MAKING THERMITE WELDS. 2. FOLLOW THERMITE WELDING INSTRUCTIONS AND MAKE WELD. FOLLOW THERMITE WELDING INSTRUCTIONS AND MAKE WELD. 3. TEST COMPLETED WELDS FOR BOND TO PIPE BY RAPPING TEST COMPLETED WELDS FOR BOND TO PIPE BY RAPPING WITH HAMMER, REMOVE WELD SLAG. 4. RECOAT WELD WITH SPECIFIED REPAIR COATING.RECOAT WELD WITH SPECIFIED REPAIR COATING.

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RUBBER SELF BONDING TAPE SCOTCH 23

AutoCAD SHX Text NOTES: 1. ALL ANODE OR STRUCTURE LEAD WIRES SHALL BE APPROVED ALL ANODE OR STRUCTURE LEAD WIRES SHALL BE APPROVED PRIOR TO INSTALLATION. 2. THIS SPLICE IS ALLOWED ONLY UPON SPECIFIC APPROVAL OF THIS SPLICE IS ALLOWED ONLY UPON SPECIFIC APPROVAL OF CONTRACTING OFFICER.

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CRIMPED COPPER SLEEVE (USE THERMITE WELD SLEEVE)

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LEAD WIRE

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THERMITE WELD

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PIPE

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FIELD DETERMINED

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MAGNESIUM ANODE PREPACKAGED

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#12 SOL. CU TW BLACK ANODE LEAD

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#12 SOL. CU TW BLACK ANODE LEAD

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PREPACKAGED MAGNESIUM ANODE

AutoCAD SHX Text NOTES (BOTH METHODS): 1. DO NOT BACKFILL ANODE WITH SAND, DO NOT BACKFILL ANODE WITH SAND, ROCK OR CONCRETE. 2. WET ANODE WITH 10 GAL. OF WATER WET ANODE WITH 10 GAL. OF WATER AFTER COMPACTING BACKFILL A MINIMUM OF SIX INCHES ABOVE ANODE. 3. ANODE MAY BE MOVED UP TO 50 ANODE MAY BE MOVED UP TO 50 FEET IN EITHER DIRECTION FROM THE LOCATION SHOWN ON THE DRAWING IN ORDER TO AVOID INTERFERENCES. 4. PROVIDE ANODES FOR ALL METALLIC PROVIDE ANODES FOR ALL METALLIC PIPE, VALVES, FITTINGS, AND APPURTENANCES ON GAS AND WATER SYSTEMS.

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THERMITE WELD (SEE DETAIL)

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PIPE

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ALTERNATE INSTALLATION - ANODE TO SIDE OF PIPE

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SPECIFIED REPAIR MATERIAL

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PIPE

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PREFERRED INSTALLATION - ANODE DIRECTLY UNDER PIPE

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THERMITE WELD

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PLASTIC ELECTRICAL TAPE, SCOTCH 33

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TYPICAL THERMITE WELD DETAIL

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NTS

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TYPICAL LEAD WIRE SPLICE DETAIL

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TYPICAL MAGNESIUM ANODE

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INSTALLATION WITH OUT TEST LEAD DETAIL

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NTS

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DATE:

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SOLICITATION NUMBER.:

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DATE

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DESCRIPTION

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DATE

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DALLAS, TEXAS 75202

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FIRM REGISTRATION NO. F-761

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M. DE LEON

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B. BEECHAM

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M. DE LEON

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W912DY-09-D-0067

AutoCAD SHX Text RFB76557-127DL1-CU920-dtl

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MICHAEL DAVID DE LEON

AutoCAD SHX Text 91753

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CONFORMANCE SET

AutoCAD SHX Text W9126G-19-B-3284