Technical Exhibit B- Drawings.pdf

ISSUE DATE:

US Army Corps of Engineers

CONTRACT NO.:

SOLICITATION NO.:

FORT WORTH DISTRICT

FEBRUARY 2020

REPAIR DRAINAGE - SHORTHORN AIRSTRIP

NORTH FORT HOOD, TEXAS

INDEX

SHEET NO. DESCRIPTION

PROJECT AREA

GENERAL

G-001 COVER SHEET AND INDEX OF DRAWINGS

GI001 GENERAL NOTES

GI002 GENERAL NOTES, LEGEND AND ABBREVIATIONS

GC001 HAUL ROUTE

CIVIL SITE

CS101 OVERALL SITE PLAN

CS102 TO CS104 EXISTING CONDITIONS

CS105 TO CS108 HORIZONTAL CONTROL PLAN

CIVIL GRADING

CG101 TO CG103 EROSION CONTROL PLAN

CG104 EROSION CONTROL DETAILS

CIVIL UTILITIES

CU101 ALIGNMENT - 100 PLAN AND PROFILE STA END TO STA 114+00

CU102 ALIGNMENT - 100 PLAN AND PROFILE STA 114+00 TO STA 107+00

CU103 ALIGNMENT - 100 PLAN AND PROFILE STA 107+00 TO STA BEGIN

CU104 ALIGNMENT - 200 PLAN AND PROFILE STA END TO STA 220+00

CU105 ALIGNMENT - 200 PLAN AND PROFILE STA 220+00 TO STA 213+00

CU106 ALIGNMENT - 200 PLAN AND PROFILE STA 213+00 TO STA 206+00

CU107 ALIGNMENT - 200 PLAN AND PROFILE STA 206+00 TO STA BEGIN

CU108 ALIGNMENT - 300 PLAN AND PROFILE STA END TO STA 314+00

CU109 ALIGNMENT - 300 PLAN AND PROFILE STA 314+00 TO STA 307+00

CU110 ALIGNMENT - 300 PLAN AND PROFILE STA 307+00 TO STA BEGIN

CU111 ALIGNMENT - 400 PLAN AND PROFILE STA END TO STA 405+00

CU112 ALIGNMENT - 400 PLAN AND PROFILE STA 405+00 TO STA BEGIN

CU113 ALIGNMENT - 500 PLAN AND PROFILE BEGIN STA 500+00 TO STA END

CU114 ALIGNMENT - 600 PLAN AND PROFILE BEGIN STA 600+00 TO STA END

CU115 ALIGNMENT - 700 PLAN AND PROFILE BEGIN STA 700+00 TO STA END

CU116 ALIGNMENT - 800 PLAN AND PROFILE BEGIN STA 800+00 TO STA END

CU117 ALIGNMENT - 900 PLAN AND PROFILE STA END TO STA 902+50

CU118 ALIGNMENT - 900 PLAN AND PROFILE STA 902+50 TO STA BEGIN

CU119 ALIGNMENT - 1000 PLAN AND PROFILE BEGIN STA 1000+00 TO STA END

CIVIL DETAILS

C-501 UTILITY RELOCATION DETAILS

C-502 EMBEDMENT DETAILS

C-503 DRIVEWAY AND ROADWAY CULVERT CROSSING DETAILS

OTHER DISCIPLINES

C-504 SAFETY END TREATMENT

6200 SAVOY DR. STE. 600

HOUSTON, TEXAS 77036

832.251.8200

TEXAS FIRM # 5366

EMAIL: INFO@KENALLINC.COM

WWW.KENALLINC.COM

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AutoCAD SHX Text GENERAL NOTES 1. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES ARE NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS AND OWNERSHIP OF ALL EXISTING UTILITIES PRIOR TO ANY ANY CONSTRUCTION. THE INFORMATION FURNISHED ON THESE DRAWINGS ARE FOR GENERAL INFORMATION ONLY. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE ALL UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. 2. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS, THE PLANS INCLUDING ALL NOTES, AND ANY OTHER APPLICABLE STANDARDS OR SPECIFICATIONS RELEVANT TO THE PROPER COMPLETION OF THE WORK SPECIFIED. FAILURE ON THE PART OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL THE STANDARDS OR SPECIFICATIONS PERTAINING TO THIS WORK SHALL IN NO WAY RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR PERFORMING THE WORK IN ACCORDANCE WITH ALL SUCH APPLICABLE STANDARDS AND SPECIFICATIONS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER REPRESENTATIVE (COR). 3. THE CONTRACTOR SHALL SUBMIT NAMES AND 24 HOUR PHONE NUMBERS OF THE CONTRACTOR SHALL SUBMIT NAMES AND 24 HOUR PHONE NUMBERS OF SUPERINTENDENTS TO THE CONTRACTING OFFICER REPRESENTATIVE (COR) PRIOR TO COMMENCEMENT OF WORK, SUPERINTENDENT MUST BE ON JOB-SITE AT ALL TIMES WHILE WORK IS BEING PREFORMED. 4. THE CONTRACTOR SHALL NOT PLACE FILL OR WASTE MATERIAL WITHOUT PRIOR THE CONTRACTOR SHALL NOT PLACE FILL OR WASTE MATERIAL WITHOUT PRIOR WRITTEN PERMISSION FROM THE PROPER FORT HOOD AUTHORITY. NO EXCESS EXCAVATED MATERIAL SHALL BE DEPOSITED IN LOW AREAS OR ALONG NATURAL DRAINAGE WAYS THAT WILL RESTRICT THE NATURAL FLOW OF WATER. IF THE CONTRACTOR PLACES EXCAVATED MATERIAL IN LOW AREAS THAT WILL CAUSE FLOOD DAMAGE, HE WILL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM SUCH FILL AND HE SHALL REMOVE THE FILL AT HIS EXPENSE. DAMAGES TO BE REPAIRED IMMEDIATELY OR SAME DAY AS FLOODING EVENT. 5. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL EXCESS CONSTRUCTION THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL EXCESS CONSTRUCTION MATERIALS AND DEBRIS AT THE END OF THE PROJECT. CONTRACTOR SHALL PLACE IMPERMEABLE TARP OVER STOCKPILES STORED DURING NON-WORKING HOURS. 6. THE CONTRACTOR IS RESPONSIBLE FOR AIRSTRIP PAVEMENTS, KEEPING STREETS, THE CONTRACTOR IS RESPONSIBLE FOR AIRSTRIP PAVEMENTS, KEEPING STREETS, DRIVEWAYS, PARKING LOTS, AND SIDEWALKS ADJACENT TO PROJECT AREA FREE OF MUD AND DEBRIS FROM CONSTRUCTION. ALL STREETS WITHIN THE SCOPE OF THE CONTRACT SHALL BE KEPT ACCESSIBLE TO MILITARY VEHICLES, FIRE TRUCKS, AMBULANCES AND OTHER EMERGENCY VEHICLES. 7. THE CONTRACTOR SHALL MAINTAIN SUITABLE ACCESS TO MILITARY PERSONNEL, THE THE CONTRACTOR SHALL MAINTAIN SUITABLE ACCESS TO MILITARY PERSONNEL, THE ENGINEER, AND FORT HOOD AUTHORITIES AT ALL TIMES DURING CONSTRUCTION. 8. ANY DAMAGE TO EXISTING INFRASTRUCTURE, UTILITIES, CURB AND GUTTER, AND/OR ANY DAMAGE TO EXISTING INFRASTRUCTURE, UTILITIES, CURB AND GUTTER, AND/OR STREETS SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE. EXISTING INFRASTRUCTURE INCLUDING, BUT NOT LIMITED TO FENCES, DRIVEWAYS, SIDEWALKS, PAVEMENT, CURBS, UTILITY PIPELINES AND DRAINAGE STRUCTURES WHICH ARE REMOVED OR ALTERED TO PERMIT INSTALLATION OF THE WORK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, IN THE SAME LOCATION AND IN CONDITION AS GOOD AS OR BETTER THAN ORIGINAL CONDITION. 9. WHERE GRASS IS REMOVED FOR INSTALLATION OF CHANNELS, HEADWALLS, PIPING, WHERE GRASS IS REMOVED FOR INSTALLATION OF CHANNELS, HEADWALLS, PIPING, MANHOLES, OR OTHER IMPROVEMENTS REQUIRED BY THIS PROJECT, CONTRACTOR SHALL REPLACE GRASS SUCH THAT THE GRASS THAT WAS PRESENT IN PRE CONSTRUCTION CONDITIONS ARE REPLACED AND/OR RESTORED, WITH THE SAME TYPE GRASS, TO ITS CONDITION IN AS GOOD OR BETTER CONDITION THAN PRIOR TO CONSTRUCTION. HYDROMULCH SEEDING SHALL BE USED IN ALL OTHER AREAS. 10. ALL SEED SPECS/MIXES FOR REVEGETATING DISTURBED AREAS MUST BE APPROVED ALL SEED SPECS/MIXES FOR REVEGETATING DISTURBED AREAS MUST BE APPROVED BY THE FORT HOOD AGRONOMIST PRIOR TO BEING PLANTED ON THE INSTALLATION. SEED MIXES THAT ARE PLANTED WITHOUT PRIOR APPROVAL ARE SUBJECT TO REMOVAL AND REVEGETATION WITH AN APPROVED SEED MIX AT CONTRACTORS EXPENSE. 11. UNLESS SPECIFICALLY STATED ON A DRAWING, THE CONTRACTOR SHALL NOT REMOVE, UNLESS SPECIFICALLY STATED ON A DRAWING, THE CONTRACTOR SHALL NOT REMOVE, CUT OR DAMAGE TREES OR LIMBS 5 FEET OR MORE OUTSIDE THE PROJECT AREA WITHOUT WRITTEN APPROVAL FROM FORT HOOD. ANY TREE REMOVED DUE TO CONSTRUCTION SHALL BE INCIDENTAL TO THE PROJECT. CONTRACTOR SHALL FLAG ALL TREES TO BE REMOVED OR TRIMMED AND SHALL REVIEW THESE WITH FORT HOOD PRIOR TO CONSTRUCTION. 12. ALL TRENCH EXCAVATION SHALL BE IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ALL TRENCH EXCAVATION SHALL BE IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ARMY CORPS OF ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL (EM 385-1-1). THE (EM 385-1-1). THE THE CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY. THE CONTRACTOR SHALL CONSTRUCT THE PROPOSED WORK UTILIZING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER FOR THIS PROJECT. TRENCHES SHALL BE BACKFILLED ACCORDING TO THE PLAN DETAILS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING GENERAL SAFETY AT AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING GENERAL SAFETY AT AND ADJACENT TO THE PROJECT SITE INCLUDING THE PERSONAL SAFETY OF THE CONSTRUCTION CREW, GENERAL PUBLIC, AND MILITARY PERSONNEL. 14. NO PARKING OF VEHICLES, EQUIPMENT, OR MATERIALS ON ANY ROADS OR PARKING NO PARKING OF VEHICLES, EQUIPMENT, OR MATERIALS ON ANY ROADS OR PARKING AREA NOT DESIGNATED AS CONTRACTOR STAGING OR LAYDOWN AREA WILL BE PERMITTED. 15. THE CONTRACTOR SHALL MATCH ALL NEW PAVEMENT FLUSH WITH EXISTING PAVEMENT. THE CONTRACTOR SHALL MATCH ALL NEW PAVEMENT FLUSH WITH EXISTING PAVEMENT. DO NOT OVERLOAD PAVEMENTS TO REMAIN. ASPHALT AND CONCRETE PAVEMENT SHALL HAVE NEATLY SAWED EDGES. 16. PROPOSED CONTOURS AND ELEVATIONS SHOWN ON THESE PLANS REPRESENT PROPOSED CONTOURS AND ELEVATIONS SHOWN ON THESE PLANS REPRESENT FINISHED GRADE. THE CONTRACTOR SHALL ALLOW FOR PAVEMENT, TOPSOIL, AND SOD ETC. WHEN GRADING TO SUBGRADE. 17. CONTROL POINTS HAVE BEEN ESTABLISHED BY THE ENGINEER. CONTRACTOR SHALL CONTROL POINTS HAVE BEEN ESTABLISHED BY THE ENGINEER. CONTRACTOR SHALL PROTECT THESE CONTROL POINTS. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL STAKING AND CONTROL TO CONSTRUCT THE WORK, AT NO EXTRA COST TO THE GOVERNMENT. ANY DAMAGE BY THE CONTRACTOR TO THE CONTROL POINTS RESULTING IN THE LOSS OF THE CONTROL POINT, WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 18. ANY FENCE DAMAGED OR REMOVED BY CONSTRUCTION ACTIVITIES NOT SHOWN ON ANY FENCE DAMAGED OR REMOVED BY CONSTRUCTION ACTIVITIES NOT SHOWN ON PLANS SHALL BE REMOVED AND REPLACED WITH A FENCE OF EQUAL OR SUPERIOR QUALITY AT NO ADDITIONAL COST TO GOVERNMENT. 19. EXISTING TRAFFIC SIGNS TO REMAIN. CONTRACTOR SHALL SALVAGE AND REINSTALL EXISTING TRAFFIC SIGNS TO REMAIN. CONTRACTOR SHALL SALVAGE AND REINSTALL TRAFFIC SIGNS WHEN POSSIBLE. 20. A PRE-CONSTRUCTION VIDEO IS REQUIRED TO BE SUBMITTED BY THE CONTRACTOR A PRE-CONSTRUCTION VIDEO IS REQUIRED TO BE SUBMITTED BY THE CONTRACTOR TO THE COR PRIOR TO BEGINNING CONSTRUCTION TO VERIFY ALL PRE-EXISTING CONDITIONS FOR STRUCTURES, TREES, TRAILS, ROADWAYS, AND OTHER FEATURES ADJACENT TO THE CONSTRUCTION AREA. 21. CONTRACTOR SHALL HAVE IN HIS POSSESSION, PRIOR TO CONSTRUCTION, ALL CONTRACTOR SHALL HAVE IN HIS POSSESSION, PRIOR TO CONSTRUCTION, ALL NECESSARY PERMITS, LICENSES, ETC. INCLUDING ANY SPECIAL FORT HOOD PERMITS UNTIL CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL HAVE AT LEAST ONE SET OF APPROVED ENGINEERING PLANS AND SPECIFICATIONS ON-SITE AT ALL TIMES. 22. CONTRACTOR SHALL COMPLY WITH ALL FORT HOOD MILITARY BASE RESTRICTIONS. ALL CONTRACTOR SHALL COMPLY WITH ALL FORT HOOD MILITARY BASE RESTRICTIONS. ALL COST INCURRED FOR COMPLIANCE SHALL BE AT NO ADDITIONAL COST TO THE GOVERNMENT. 23. CONSTRUCTION SURVEY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR INCLUDING CONSTRUCTION SURVEY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR INCLUDING BUT NOT LIMITED TO SURVEY DATA OF ALL INSTALLED AND EXISTING UTILITIES, STRUCTURES, AND ROADWAYS IN THE DESIGNATED PROJECT COORDINATES. 24. ALL CONSTRUCTION ACCESS SHALL UTILIZE NORTH FORT HOOD ACCESS CONTROL ALL CONSTRUCTION ACCESS SHALL UTILIZE NORTH FORT HOOD ACCESS CONTROL POINT. 25. CONTRACTOR SHALL PROVIDE WASTE SITE AT NO ADDITIONAL EXPENSE OR CONTRACTOR SHALL PROVIDE WASTE SITE AT NO ADDITIONAL EXPENSE OR RESPONSIBILITY TO THE GOVERNMENT. 26. HORIZONTAL DATUM IS TEXAS STATE PLANE CENTRAL ZONE (2011) (TX 4203 2011). HORIZONTAL DATUM IS TEXAS STATE PLANE CENTRAL ZONE (2011) (TX 4203 2011). 27. THE SURVEY VERTICAL DATUM IS NAVD88 (GEOID 2012CONUS). THE SURVEY VERTICAL DATUM IS NAVD88 (GEOID 2012CONUS). 28. NO SURFACE ADJUSTMENT SCALE FACTOR WAS APPLIED TO THE SURVEY. DESIGN IS NO SURFACE ADJUSTMENT SCALE FACTOR WAS APPLIED TO THE SURVEY. DESIGN IS IN GRID COORDINATES. GRID TO SURFACE CONVERSION SCALE FACTOR IS 1.0001168. EROSION & SEDIMENTATION CONTROL NOTES: 1. THE CONTRACTOR SHALL CONTROL EROSION AND SEDIMENTATION PER APPLICABLE THE CONTRACTOR SHALL CONTROL EROSION AND SEDIMENTATION PER APPLICABLE PERMITS, LAWS, AND REGULATIONS. 2. IN THE EVENT OF HEAVY RAIN THAT MAY OCCUR DURING CONSTRUCTION, THE IN THE EVENT OF HEAVY RAIN THAT MAY OCCUR DURING CONSTRUCTION, THE CONTRACTOR SHALL SECURE ALL CONSTRUCTED IMPROVEMENTS AND EQUIPMENT. 3. THE CONTRACTOR MAY TEMPORARILY DIVERT THE CHANNEL AS NEEDED TO FINISH THE CONTRACTOR MAY TEMPORARILY DIVERT THE CHANNEL AS NEEDED TO FINISH CONSTRUCTION PER APPLICABLE PERMITS, LAWS, AND REGULATIONS. 4. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITIES. WHEN THE PROJECT IS COMPLETE AND THE ENTIRE PROJECT SITE IS COMPLETELY STABILIZED, THE SEDIMENT CONTROL DEVICES AND ACCUMULATED SEDIMENT SHALL BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER. THE CONTRACTOR HAS THE ULTIMATE RESPONSIBILITY FOR THE EFFECTIVE CONTROL OF EROSION AND SEDIMENTATION. 5. THE SITE SHALL BE REVIEWED WEEKLY OR AFTER EVERY STORM EVENT TO VERIFY THE SITE SHALL BE REVIEWED WEEKLY OR AFTER EVERY STORM EVENT TO VERIFY EROSION CONTROL IS FUNCTIONING PROPERLY. ADJUSTMENTS/REPAIRS TO THE EROSION CONTROL SHALL BE MADE AS NEEDED. 6. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EROSION CONTROL ON THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EROSION CONTROL ON STOCKPILED MATERIALS AND CANNOT BLOCK DRAINAGE. STAGING OR STOCKPILE AREA SHALL BE SURROUNDED ON THE DOWNSTREAM SIDE WITH ORGANIC FILTER TUBES (6" DIA.) TO BE INSTALLED AS SUBSIDIARY TO THE CONTRACT. 7. ALL ACCESS AREAS TO BE SODDED, GRASSED OR PLANTED TO MATCH EXISTING. ALL ACCESS AREAS TO BE SODDED, GRASSED OR PLANTED TO MATCH EXISTING. 8. ALL EROSION AND SEDIMENT CONTROL SHALL BE PLACED AS SHOWN ON THE PLANS ALL EROSION AND SEDIMENT CONTROL SHALL BE PLACED AS SHOWN ON THE PLANS AND IN ACCORDANCE WITH THE SWPPP. TRAFFIC CONTROL 1. THE CONTRACTOR MUST SUBMIT A TRAFFIC CONTROL PLAN FOR TRAFFIC AFFECTED BY THE CONTRACTOR MUST SUBMIT A TRAFFIC CONTROL PLAN FOR TRAFFIC AFFECTED BY WORK DURING CONSTRUCTION. IT MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF TEXAS AND MUST BE APPROVED BY DPW. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREET AND HIGHWAYS PART VI, STANDARDS AND GUIDES FOR TRAFFIC CONTROL FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE, UTILITY AND INCIDENT MANAGEMENT OPERATIONS. THE PLAN MUST INCLUDE ALL NECESSARY SIGNS AND TRAFFIC CONTROL DEVICES REQUIRED PER THE MUTCD TO IMPLEMENT THE TRAFFIC CONTROL PLAN. IMPLEMENT THE TRAFFIC CONTROL PLAN. 2. ALL TRAFFIC CONTROL DEVICES USED AT NIGHT SHALL BE REFLECTORIZED AND/OR ALL TRAFFIC CONTROL DEVICES USED AT NIGHT SHALL BE REFLECTORIZED AND/OR ILLUMINATED. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT BATTERIES IN ILLUMINATED DEVICES ARE CHARGED SUCH THAT NO DEVICE FAILS TO OPERATE DURING THE NIGHT. 3. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN BARRICADES, WARNING THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN BARRICADES, WARNING SIGNS, FLASHERS, AND OTHER DEVICES OF THE TYPE AND SIZE INDICATED IN THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT REVISION. 4. ANY ADDITIONAL TRAFFIC CONTROL REQUIREMENTS SHALL BE COMPLETED AT ANY ADDITIONAL TRAFFIC CONTROL REQUIREMENTS SHALL BE COMPLETED AT CONTRACTOR'S EXPENSE. 5. THE CONTRACTOR SHALL PROVIDE TESTING EQUIPMENT AND PERFORM ANCHOR TESTS THE CONTRACTOR SHALL PROVIDE TESTING EQUIPMENT AND PERFORM ANCHOR TESTS TO BE OBSERVED BY THE APPROVED TESTING LABORATORY. TESTING 1. EMPLOY AN APPROVED U.S. ARMY CORPS OF ENGINEERS TESTING LABORATORY TO EMPLOY AN APPROVED U.S. ARMY CORPS OF ENGINEERS TESTING LABORATORY TO FIELD VERIFY AND PERFORM LAB TESTS OF THE CONCRETE, FILL AND MATERIAL, AND OPERATIONS. 2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH TESTING LABORATORY THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH TESTING LABORATORY PRIOR TO PERFORMING TESTS AND COMMENCING WORK. 3. NOTIFY THE GOVERNMENT IN WRITING UPON COMPLETION OF THE TESTS. SUBMIT NOTIFY THE GOVERNMENT IN WRITING UPON COMPLETION OF THE TESTS. SUBMIT REPORTS TO GOVERNMENT IN ACCORDANCE WITH THE SUBMITTAL REGISTER. UTILITIES 1. OBTAIN A DIG PERMIT FROM FORT HOOD PRIOR TO POTHOLING EXISTING UTILITIES OBTAIN A DIG PERMIT FROM FORT HOOD PRIOR TO POTHOLING EXISTING UTILITIES AND CONSTRUCTION. 2. POTHOLE ALL EXISTING UTILITY CROSSINGS PRIOR TO CONSTRUCTION. PROVIDE FIELD POTHOLE ALL EXISTING UTILITY CROSSINGS PRIOR TO CONSTRUCTION. PROVIDE FIELD INFORMATION TO THE GOVERNMENT INCLUDING UTILITY LOCATION, DEPTH OF COVER, SIZE, AND MATERIAL OF UTILITY IN A LEGIBLE MANNER. 3. NOTIFY ALL EXISTING UTILITY COMPANIES OR OWNERS A MINIMUM OF SEVENTY TWO NOTIFY ALL EXISTING UTILITY COMPANIES OR OWNERS A MINIMUM OF SEVENTY TWO (72) HOURS BEFORE PERFORMING ANY WORK IN THIS AREA. CONTACT INFORMATION IS LISTED BELOW: UTILITY CONTACT PHONE CONTACT PHONE PHONE AMERICAN WATER MISTI DAVID 254-213-0382 MISTI DAVID 254-213-0382 254-213-0382 AT&T TRACY CLARK 254-757-7815 TRACY CLARK 254-757-7815 254-757-7815 CENTURY LINK JOE CUTLER 254-289-3877 JOE CUTLER 254-289-3877 254-289-3877 DOMINION (GAS) BRYAN PETHTEL 303-603-5637 (GAS) BRYAN PETHTEL 303-603-5637 BRYAN PETHTEL 303-603-5637 303-603-5637 DOMINION (ELECTRICAL) THADDEUS SMITH 804-240-6429 THADDEUS SMITH 804-240-6429 804-240-6429 DEPARTMENT OF PUBLIC WORKS BRENT CABANISS 254-553-4527 BRENT CABANISS 254-553-4527 254-553-4527 NEC JEFF HINDS 254-288-1015 JEFF HINDS 254-288-1015 254-288-1015 SPECTRUM SHAUN WHITEHEAD 254-644-7608 SHAUN WHITEHEAD 254-644-7608 254-644-7608 4. CONTRACTOR SHALL BID ON UTILITY CONFLICTS AS SHOWN ON THIS PLAN SET. ANY CONTRACTOR SHALL BID ON UTILITY CONFLICTS AS SHOWN ON THIS PLAN SET. ANY ADDITIONAL UTILITY CONFLICTS NOT SHOWN WILL REQUIRE A CONTRACT AMENDMENT. 5. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AND COORDINATION TO THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AND COORDINATION TO ENSURE THAT ELECTRIC POWER, TELEPHONE POLES AND SERVICES ARE NOT DISTURBED DURING CONSTRUCTION. ALL COSTS INCURRED FOR SUPPORTING OR MOVING ELECTRIC POWER AND TELEPHONE POLES SHALL BE INCLUDED IN THE BID. 6. THE CONTRACTOR SHALL PROTECT AND SUPPORT EXISTING UTILITIES IN ACCORDANCE THE CONTRACTOR SHALL PROTECT AND SUPPORT EXISTING UTILITIES IN ACCORDANCE WITH STANDARDS, PROCEDURES, POLICIES AND REQUIREMENTS OF THE OWNERS OF THE UTILITIES. PROTECTION AND SUPPORT OF EXISTING UTILITIES SHALL INCLUDE PROTECTION AND SUPPORT OF UTILITIES LINES, VAULTS, BOXES, VALVES AND POLES. COST TO BE SUBSIDIARY TO THE PROJECT. 7. MINIMUM OF 24" OF COVER REQUIRED FOR ALL EXISTING WATERLINES 6" IN DIAMETER MINIMUM OF 24" OF COVER REQUIRED FOR ALL EXISTING WATERLINES 6" IN DIAMETER OR SMALLER. ALL OTHER EXISTING WATERLINES REQUIRE 36" OF COVER MINIMUM. ALL WATERLINES NOT MEETING THESE REQUIREMENTS SHALL BE LOWERED ACCORDING TO AMERICAN WATER SPECIFICATIONS. 8. WATERLINES SHOULD BE LOWERED ACCORDING TO AMERICAN WATER SPECIFICATIONS WATERLINES SHOULD BE LOWERED ACCORDING TO AMERICAN WATER SPECIFICATIONS AND WILL REQUIRE A SITE INSPECTOR FROM AMERICAN WATER. 9. ELECTRICAL AND GAS LINE UTILITY WORK WILL REQUIRE AN INSPECTOR FROM ELECTRICAL AND GAS LINE UTILITY WORK WILL REQUIRE AN INSPECTOR FROM DOMINION. 10. EXISTING GAS LINES SHALL HAVE A MINIMUM OF 12" OF COVER AFTER PROPOSED EXISTING GAS LINES SHALL HAVE A MINIMUM OF 12" OF COVER AFTER PROPOSED IMPROVEMENTS HAVE BEEN MADE. IF MINIMUM COVER IS NOT MET GAS LINE SHALL BE LOWERED ACCORDING TO DOMINION GUIDELINES. 11. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE LIGHT POLES AND UTILITIES THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE LIGHT POLES AND UTILITIES TO REMAIN. IF DAMAGED DURING CONSTRUCTION, THE CONTRACTOR SHALL REPAIR OR REPLACE LIGHTING OR UTILITIES TO EQUAL OR SUPERIOR QUALITY AT NO ADDITIONAL COST TO THE GOVERNMENT. 12. THE CONTRACTOR SHALL NOTIFY FORT HOOD DPW IMMEDIATELY UPON IDENTIFICATION THE CONTRACTOR SHALL NOTIFY FORT HOOD DPW IMMEDIATELY UPON IDENTIFICATION OF ANY UTILITY CONFLICT. 13. ALL UTILITIES BEING REMOVED SHALL BE CAPPED AND PLUGGED AT LIMITS OF ALL UTILITIES BEING REMOVED SHALL BE CAPPED AND PLUGGED AT LIMITS OF REMOVAL. ALL ABANDONED CULVERTS SHALL BE COMPLETELY CAPPED WITH NON-SHRINKABLE GROUT.

AutoCAD SHX Text AIRSTRIP COORDINATION AND NOTES 1. THE CONTRACTOR SHALL ENSURE COMPLIANCE WITH ALL SECURITY REGULATIONS AND THE CONTRACTOR SHALL ENSURE COMPLIANCE WITH ALL SECURITY REGULATIONS AND ACCESS REQUIREMENTS FOR ALL CONTRACTOR PERSONNEL ENTERING THE PROJECT SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BADGING AND TRAINING REQUIRED FOR ACCESS TO THE INSTALLATION AND AIRSTRIPS. CONTRACTOR PERSONNEL OPERATING ANY TYPE OF VEHICLE ON THE AIRSTRIPS SHALL BE REQUIRED TO COMPLETE AIRSTRIP DRIVERS TRAINING. THIS TRAINING SHALL BE COORDINATED WITH THE AIRSTRIP MANAGER. 2. CLOSE COORDINATION WITH THE INSTALLATION, AIRSTRIP OPERATIONS AND SECURITY CLOSE COORDINATION WITH THE INSTALLATION, AIRSTRIP OPERATIONS AND SECURITY OPERATIONS IS A REQUIREMENT OF THE CONTRACT. 3. CONTRACTOR SHALL CONTACT THE FOLLOWING TO COORDINATE WORK BEFORE CONTRACTOR SHALL CONTACT THE FOLLOWING TO COORDINATE WORK BEFORE BEGINNING OF CONSTRUCTION IN AIRSTRIPS. MR.TOM WHITTINGTON 254-553-6992 THOMAS.L.WHITTINGTON.CTR@MAIL.MIL 4. CONTRACTOR SHALL PERFORM CONSTRUCTION OPERATIONS AT ONE AIRSTRIP ONLY AT CONTRACTOR SHALL PERFORM CONSTRUCTION OPERATIONS AT ONE AIRSTRIP ONLY AT A TIME. 5. CONTRACTOR SHALL COORDINATE WITH AIRSTRIP MANAGER ON THE AIRCRAFT CONTRACTOR SHALL COORDINATE WITH AIRSTRIP MANAGER ON THE AIRCRAFT MOBILIZATION SCHEDULE AND PERFORM CONSTRUCTION OPERATIONS ACCORDINGLY. 6. CONTRACTOR SHALL PROVIDE TWO WEEKS OF ADVANCE NOTICE TO AIRSTRIP CONTRACTOR SHALL PROVIDE TWO WEEKS OF ADVANCE NOTICE TO AIRSTRIP MANAGEMENT, AND THE COR PRIOR TO WORK AFFECTING AIRSTRIP OPERATIONS. 7. CONTRACTOR SHALL NOT CLOSE OR OBSTRUCT ANY RUNWAY, TAXIWAY, OR APRON CONTRACTOR SHALL NOT CLOSE OR OBSTRUCT ANY RUNWAY, TAXIWAY, OR APRON WITHOUT PERMISSION OF THE COR AND AIRSTRIP MANAGER. 8. THE CONTRACTOR SHALL PROVIDE IN WRITING NOTICE TO THE COR THEIR INTENT TO THE CONTRACTOR SHALL PROVIDE IN WRITING NOTICE TO THE COR THEIR INTENT TO CLOSE ANY RUNWAY, TAXIWAY, OR APRON 9. COMPLIANCE WITH AF113-213 (MOST RECENT VERSION) IS MANDATORY (AIRFIELD COMPLIANCE WITH AF113-213 (MOST RECENT VERSION) IS MANDATORY (AIRFIELD OPERATIONS AND PROGRAMS) AND SUCH ADDITIONAL INSTRUCTION AS IS ISSUED BY THE AIRSTRIP MANAGER. 10. THE CONTRACTOR SHALL VACUUM ALL AIRSTRIP PAVEMENTS AFFECTED BY THE CONTRACTOR SHALL VACUUM ALL AIRSTRIP PAVEMENTS AFFECTED BY CONSTRUCTION OPERATIONS. THE AIRSTRIP MANAGER MUST APPROVE THE CONDITION OF PAVEMENT PRIOR TO REOPENING PAVEMENT TO AIRCRAFT TRAFFIC.

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KENALL INC.

TEXAS REGISTERED ENGINEERING

FIRM F-5366

AutoCAD SHX Text GENERAL NOTES 1. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES ARE NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS AND OWNERSHIP OF ALL EXISTING UTILITIES PRIOR TO ANY ANY CONSTRUCTION. THE INFORMATION FURNISHED ON THESE DRAWINGS ARE FOR GENERAL INFORMATION ONLY. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE ALL UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. 2. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS, THE PLANS INCLUDING ALL NOTES, AND ANY OTHER APPLICABLE STANDARDS OR SPECIFICATIONS RELEVANT TO THE PROPER COMPLETION OF THE WORK SPECIFIED. FAILURE ON THE PART OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL THE STANDARDS OR SPECIFICATIONS PERTAINING TO THIS WORK SHALL IN NO WAY RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR PERFORMING THE WORK IN ACCORDANCE WITH ALL SUCH APPLICABLE STANDARDS AND SPECIFICATIONS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER REPRESENTATIVE (COR). 3. THE CONTRACTOR SHALL SUBMIT NAMES AND 24 HOUR PHONE NUMBERS OF THE CONTRACTOR SHALL SUBMIT NAMES AND 24 HOUR PHONE NUMBERS OF SUPERINTENDENTS TO THE CONTRACTING OFFICER REPRESENTATIVE (COR) PRIOR TO COMMENCEMENT OF WORK, SUPERINTENDENT MUST BE ON JOB-SITE AT ALL TIMES WHILE WORK IS BEING PREFORMED. 4. THE CONTRACTOR SHALL NOT PLACE FILL OR WASTE MATERIAL WITHOUT PRIOR THE CONTRACTOR SHALL NOT PLACE FILL OR WASTE MATERIAL WITHOUT PRIOR WRITTEN PERMISSION FROM THE PROPER FORT HOOD AUTHORITY. NO EXCESS EXCAVATED MATERIAL SHALL BE DEPOSITED IN LOW AREAS OR ALONG NATURAL DRAINAGE WAYS THAT WILL RESTRICT THE NATURAL FLOW OF WATER. IF THE CONTRACTOR PLACES EXCAVATED MATERIAL IN LOW AREAS THAT WILL CAUSE FLOOD DAMAGE, HE WILL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM SUCH FILL AND HE SHALL REMOVE THE FILL AT HIS EXPENSE. DAMAGES TO BE REPAIRED IMMEDIATELY OR SAME DAY AS FLOODING EVENT. 5. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL EXCESS CONSTRUCTION THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL EXCESS CONSTRUCTION MATERIALS AND DEBRIS AT THE END OF THE PROJECT. CONTRACTOR SHALL PLACE IMPERMEABLE TARP OVER STOCKPILES STORED DURING NON-WORKING HOURS. 6. THE CONTRACTOR IS RESPONSIBLE FOR AIRSTRIP PAVEMENTS, KEEPING STREETS, THE CONTRACTOR IS RESPONSIBLE FOR AIRSTRIP PAVEMENTS, KEEPING STREETS, DRIVEWAYS, PARKING LOTS, AND SIDEWALKS ADJACENT TO PROJECT AREA FREE OF MUD AND DEBRIS FROM CONSTRUCTION. ALL STREETS WITHIN THE SCOPE OF THE CONTRACT SHALL BE KEPT ACCESSIBLE TO MILITARY VEHICLES, FIRE TRUCKS, AMBULANCES AND OTHER EMERGENCY VEHICLES. 7. THE CONTRACTOR SHALL MAINTAIN SUITABLE ACCESS TO MILITARY PERSONNEL, THE THE CONTRACTOR SHALL MAINTAIN SUITABLE ACCESS TO MILITARY PERSONNEL, THE ENGINEER, AND FORT HOOD AUTHORITIES AT ALL TIMES DURING CONSTRUCTION. 8. ANY DAMAGE TO EXISTING INFRASTRUCTURE, UTILITIES, CURB AND GUTTER, AND/OR ANY DAMAGE TO EXISTING INFRASTRUCTURE, UTILITIES, CURB AND GUTTER, AND/OR STREETS SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE. EXISTING INFRASTRUCTURE INCLUDING, BUT NOT LIMITED TO FENCES, DRIVEWAYS, SIDEWALKS, PAVEMENT, CURBS, UTILITY PIPELINES AND DRAINAGE STRUCTURES WHICH ARE REMOVED OR ALTERED TO PERMIT INSTALLATION OF THE WORK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, IN THE SAME LOCATION AND IN CONDITION AS GOOD AS OR BETTER THAN ORIGINAL CONDITION. 9. WHERE GRASS IS REMOVED FOR INSTALLATION OF CHANNELS, HEADWALLS, PIPING, WHERE GRASS IS REMOVED FOR INSTALLATION OF CHANNELS, HEADWALLS, PIPING, MANHOLES, OR OTHER IMPROVEMENTS REQUIRED BY THIS PROJECT, CONTRACTOR SHALL REPLACE GRASS SUCH THAT THE GRASS THAT WAS PRESENT IN PRE CONSTRUCTION CONDITIONS ARE REPLACED AND/OR RESTORED, WITH THE SAME TYPE GRASS, TO ITS CONDITION IN AS GOOD OR BETTER CONDITION THAN PRIOR TO CONSTRUCTION. HYDROMULCH SEEDING SHALL BE USED IN ALL OTHER AREAS. 10. ALL SEED SPECS/MIXES FOR REVEGETATING DISTURBED AREAS MUST BE APPROVED ALL SEED SPECS/MIXES FOR REVEGETATING DISTURBED AREAS MUST BE APPROVED BY THE FORT HOOD AGRONOMIST PRIOR TO BEING PLANTED ON THE INSTALLATION. SEED MIXES THAT ARE PLANTED WITHOUT PRIOR APPROVAL ARE SUBJECT TO REMOVAL AND REVEGETATION WITH AN APPROVED SEED MIX AT CONTRACTORS EXPENSE. 11. UNLESS SPECIFICALLY STATED ON A DRAWING, THE CONTRACTOR SHALL NOT REMOVE, UNLESS SPECIFICALLY STATED ON A DRAWING, THE CONTRACTOR SHALL NOT REMOVE, CUT OR DAMAGE TREES OR LIMBS 5 FEET OR MORE OUTSIDE THE PROJECT AREA WITHOUT WRITTEN APPROVAL FROM FORT HOOD. ANY TREE REMOVED DUE TO CONSTRUCTION SHALL BE INCIDENTAL TO THE PROJECT. CONTRACTOR SHALL FLAG ALL TREES TO BE REMOVED OR TRIMMED AND SHALL REVIEW THESE WITH FORT HOOD PRIOR TO CONSTRUCTION. 12. ALL TRENCH EXCAVATION SHALL BE IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ALL TRENCH EXCAVATION SHALL BE IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ARMY CORPS OF ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL (EM 385-1-1). THE (EM 385-1-1). THE THE CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY. THE CONTRACTOR SHALL CONSTRUCT THE PROPOSED WORK UTILIZING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER FOR THIS PROJECT. TRENCHES SHALL BE BACKFILLED ACCORDING TO THE PLAN DETAILS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING GENERAL SAFETY AT AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING GENERAL SAFETY AT AND ADJACENT TO THE PROJECT SITE INCLUDING THE PERSONAL SAFETY OF THE CONSTRUCTION CREW, GENERAL PUBLIC, AND MILITARY PERSONNEL. 14. NO PARKING OF VEHICLES, EQUIPMENT, OR MATERIALS ON ANY ROADS OR PARKING NO PARKING OF VEHICLES, EQUIPMENT, OR MATERIALS ON ANY ROADS OR PARKING AREA NOT DESIGNATED AS CONTRACTOR STAGING OR LAYDOWN AREA WILL BE PERMITTED. 15. THE CONTRACTOR SHALL MATCH ALL NEW PAVEMENT FLUSH WITH EXISTING PAVEMENT. THE CONTRACTOR SHALL MATCH ALL NEW PAVEMENT FLUSH WITH EXISTING PAVEMENT. DO NOT OVERLOAD PAVEMENTS TO REMAIN. ASPHALT AND CONCRETE PAVEMENT SHALL HAVE NEATLY SAWED EDGES. 16. PROPOSED CONTOURS AND ELEVATIONS SHOWN ON THESE PLANS REPRESENT PROPOSED CONTOURS AND ELEVATIONS SHOWN ON THESE PLANS REPRESENT FINISHED GRADE. THE CONTRACTOR SHALL ALLOW FOR PAVEMENT, TOPSOIL, AND SOD ETC. WHEN GRADING TO SUBGRADE. 17. CONTROL POINTS HAVE BEEN ESTABLISHED BY THE ENGINEER. CONTRACTOR SHALL CONTROL POINTS HAVE BEEN ESTABLISHED BY THE ENGINEER. CONTRACTOR SHALL PROTECT THESE CONTROL POINTS. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL STAKING AND CONTROL TO CONSTRUCT THE WORK, AT NO EXTRA COST TO THE GOVERNMENT. ANY DAMAGE BY THE CONTRACTOR TO THE CONTROL POINTS RESULTING IN THE LOSS OF THE CONTROL POINT, WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 18. ANY FENCE DAMAGED OR REMOVED BY CONSTRUCTION ACTIVITIES NOT SHOWN ON ANY FENCE DAMAGED OR REMOVED BY CONSTRUCTION ACTIVITIES NOT SHOWN ON PLANS SHALL BE REMOVED AND REPLACED WITH A FENCE OF EQUAL OR SUPERIOR QUALITY AT NO ADDITIONAL COST TO GOVERNMENT. 19. EXISTING TRAFFIC SIGNS TO REMAIN. CONTRACTOR SHALL SALVAGE AND REINSTALL EXISTING TRAFFIC SIGNS TO REMAIN. CONTRACTOR SHALL SALVAGE AND REINSTALL TRAFFIC SIGNS WHEN POSSIBLE. 20. A PRE-CONSTRUCTION VIDEO IS REQUIRED TO BE SUBMITTED BY THE CONTRACTOR A PRE-CONSTRUCTION VIDEO IS REQUIRED TO BE SUBMITTED BY THE CONTRACTOR TO THE COR PRIOR TO BEGINNING CONSTRUCTION TO VERIFY ALL PRE-EXISTING CONDITIONS FOR STRUCTURES, TREES, TRAILS, ROADWAYS, AND OTHER FEATURES ADJACENT TO THE CONSTRUCTION AREA. 21. CONTRACTOR SHALL HAVE IN HIS POSSESSION, PRIOR TO CONSTRUCTION, ALL CONTRACTOR SHALL HAVE IN HIS POSSESSION, PRIOR TO CONSTRUCTION, ALL NECESSARY PERMITS, LICENSES, ETC. INCLUDING ANY SPECIAL FORT HOOD PERMITS UNTIL CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL HAVE AT LEAST ONE SET OF APPROVED ENGINEERING PLANS AND SPECIFICATIONS ON-SITE AT ALL TIMES. 22. CONTRACTOR SHALL COMPLY WITH ALL FORT HOOD MILITARY BASE RESTRICTIONS. ALL CONTRACTOR SHALL COMPLY WITH ALL FORT HOOD MILITARY BASE RESTRICTIONS. ALL COST INCURRED FOR COMPLIANCE SHALL BE AT NO ADDITIONAL COST TO THE GOVERNMENT. 23. CONSTRUCTION SURVEY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR INCLUDING CONSTRUCTION SURVEY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR INCLUDING BUT NOT LIMITED TO SURVEY DATA OF ALL INSTALLED AND EXISTING UTILITIES, STRUCTURES, AND ROADWAYS IN THE DESIGNATED PROJECT COORDINATES. 24. ALL CONSTRUCTION ACCESS SHALL UTILIZE NORTH FORT HOOD ACCESS CONTROL ALL CONSTRUCTION ACCESS SHALL UTILIZE NORTH FORT HOOD ACCESS CONTROL POINT. 25. CONTRACTOR SHALL PROVIDE WASTE SITE AT NO ADDITIONAL EXPENSE OR CONTRACTOR SHALL PROVIDE WASTE SITE AT NO ADDITIONAL EXPENSE OR RESPONSIBILITY TO THE GOVERNMENT. 26. HORIZONTAL DATUM IS TEXAS STATE PLANE CENTRAL ZONE (2011) (TX 4203 2011). HORIZONTAL DATUM IS TEXAS STATE PLANE CENTRAL ZONE (2011) (TX 4203 2011). 27. THE SURVEY VERTICAL DATUM IS NAVD88 (GEOID 2012CONUS). THE SURVEY VERTICAL DATUM IS NAVD88 (GEOID 2012CONUS). 28. NO SURFACE ADJUSTMENT SCALE FACTOR WAS APPLIED TO THE SURVEY. DESIGN IS NO SURFACE ADJUSTMENT SCALE FACTOR WAS APPLIED TO THE SURVEY. DESIGN IS IN GRID COORDINATES. GRID TO SURFACE CONVERSION SCALE FACTOR IS 1.0001168. EROSION & SEDIMENTATION CONTROL NOTES: 1. THE CONTRACTOR SHALL CONTROL EROSION AND SEDIMENTATION PER APPLICABLE THE CONTRACTOR SHALL CONTROL EROSION AND SEDIMENTATION PER APPLICABLE PERMITS, LAWS, AND REGULATIONS. 2. IN THE EVENT OF HEAVY RAIN THAT MAY OCCUR DURING CONSTRUCTION, THE IN THE EVENT OF HEAVY RAIN THAT MAY OCCUR DURING CONSTRUCTION, THE CONTRACTOR SHALL SECURE ALL CONSTRUCTED IMPROVEMENTS AND EQUIPMENT. 3. THE CONTRACTOR MAY TEMPORARILY DIVERT THE CHANNEL AS NEEDED TO FINISH THE CONTRACTOR MAY TEMPORARILY DIVERT THE CHANNEL AS NEEDED TO FINISH CONSTRUCTION PER APPLICABLE PERMITS, LAWS, AND REGULATIONS. 4. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITIES. WHEN THE PROJECT IS COMPLETE AND THE ENTIRE PROJECT SITE IS COMPLETELY STABILIZED, THE SEDIMENT CONTROL DEVICES AND ACCUMULATED SEDIMENT SHALL BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER. THE CONTRACTOR HAS THE ULTIMATE RESPONSIBILITY FOR THE EFFECTIVE CONTROL OF EROSION AND SEDIMENTATION. 5. THE SITE SHALL BE REVIEWED WEEKLY OR AFTER EVERY STORM EVENT TO VERIFY THE SITE SHALL BE REVIEWED WEEKLY OR AFTER EVERY STORM EVENT TO VERIFY EROSION CONTROL IS FUNCTIONING PROPERLY. ADJUSTMENTS/REPAIRS TO THE EROSION CONTROL SHALL BE MADE AS NEEDED. 6. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EROSION CONTROL ON THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EROSION CONTROL ON STOCKPILED MATERIALS AND CANNOT BLOCK DRAINAGE. STAGING OR STOCKPILE AREA SHALL BE SURROUNDED ON THE DOWNSTREAM SIDE WITH ORGANIC FILTER TUBES (6" DIA.) TO BE INSTALLED AS SUBSIDIARY TO THE CONTRACT. 7. ALL ACCESS AREAS TO BE SODDED, GRASSED OR PLANTED TO MATCH EXISTING. ALL ACCESS AREAS TO BE SODDED, GRASSED OR PLANTED TO MATCH EXISTING. 8. ALL EROSION AND SEDIMENT CONTROL SHALL BE PLACED AS SHOWN ON THE PLANS ALL EROSION AND SEDIMENT CONTROL SHALL BE PLACED AS SHOWN ON THE PLANS AND IN ACCORDANCE WITH THE SWPPP. TRAFFIC CONTROL 1. THE CONTRACTOR MUST SUBMIT A TRAFFIC CONTROL PLAN FOR TRAFFIC AFFECTED BY THE CONTRACTOR MUST SUBMIT A TRAFFIC CONTROL PLAN FOR TRAFFIC AFFECTED BY WORK DURING CONSTRUCTION. IT MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF TEXAS AND MUST BE APPROVED BY DPW. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREET AND HIGHWAYS PART VI, STANDARDS AND GUIDES FOR TRAFFIC CONTROL FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE, UTILITY AND INCIDENT MANAGEMENT OPERATIONS. THE PLAN MUST INCLUDE ALL NECESSARY SIGNS AND TRAFFIC CONTROL DEVICES REQUIRED PER THE MUTCD TO IMPLEMENT THE TRAFFIC CONTROL PLAN. IMPLEMENT THE TRAFFIC CONTROL PLAN. 2. ALL TRAFFIC CONTROL DEVICES USED AT NIGHT SHALL BE REFLECTORIZED AND/OR ALL TRAFFIC CONTROL DEVICES USED AT NIGHT SHALL BE REFLECTORIZED AND/OR ILLUMINATED. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT BATTERIES IN ILLUMINATED DEVICES ARE CHARGED SUCH THAT NO DEVICE FAILS TO OPERATE DURING THE NIGHT. 3. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN BARRICADES, WARNING THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN BARRICADES, WARNING SIGNS, FLASHERS, AND OTHER DEVICES OF THE TYPE AND SIZE INDICATED IN THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT REVISION. 4. ANY ADDITIONAL TRAFFIC CONTROL REQUIREMENTS SHALL BE COMPLETED AT ANY ADDITIONAL TRAFFIC CONTROL REQUIREMENTS SHALL BE COMPLETED AT CONTRACTOR'S EXPENSE. 5. THE CONTRACTOR SHALL PROVIDE TESTING EQUIPMENT AND PERFORM ANCHOR TESTS THE CONTRACTOR SHALL PROVIDE TESTING EQUIPMENT AND PERFORM ANCHOR TESTS TO BE OBSERVED BY THE APPROVED TESTING LABORATORY. TESTING 1. EMPLOY AN APPROVED U.S. ARMY CORPS OF ENGINEERS TESTING LABORATORY TO EMPLOY AN APPROVED U.S. ARMY CORPS OF ENGINEERS TESTING LABORATORY TO FIELD VERIFY AND PERFORM LAB TESTS OF THE CONCRETE, FILL AND MATERIAL, AND OPERATIONS. 2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH TESTING LABORATORY THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH TESTING LABORATORY PRIOR TO PERFORMING TESTS AND COMMENCING WORK. 3. NOTIFY THE GOVERNMENT IN WRITING UPON COMPLETION OF THE TESTS. SUBMIT NOTIFY THE GOVERNMENT IN WRITING UPON COMPLETION OF THE TESTS. SUBMIT REPORTS TO GOVERNMENT IN ACCORDANCE WITH THE SUBMITTAL REGISTER. UTILITIES 1. OBTAIN A DIG PERMIT FROM FORT HOOD PRIOR TO POTHOLING EXISTING UTILITIES OBTAIN A DIG PERMIT FROM FORT HOOD PRIOR TO POTHOLING EXISTING UTILITIES AND CONSTRUCTION. 2. POTHOLE ALL EXISTING UTILITY CROSSINGS PRIOR TO CONSTRUCTION. PROVIDE FIELD POTHOLE ALL EXISTING UTILITY CROSSINGS PRIOR TO CONSTRUCTION. PROVIDE FIELD INFORMATION TO THE GOVERNMENT INCLUDING UTILITY LOCATION, DEPTH OF COVER, SIZE, AND MATERIAL OF UTILITY IN A LEGIBLE MANNER. 3. NOTIFY ALL EXISTING UTILITY COMPANIES OR OWNERS A MINIMUM OF SEVENTY TWO NOTIFY ALL EXISTING UTILITY COMPANIES OR OWNERS A MINIMUM OF SEVENTY TWO (72) HOURS BEFORE PERFORMING ANY WORK IN THIS AREA. CONTACT INFORMATION IS LISTED BELOW: UTILITY CONTACT PHONE CONTACT PHONE PHONE AMERICAN WATER MISTI DAVID 254-213-0382 MISTI DAVID 254-213-0382 254-213-0382 AT&T TRACY CLARK 254-757-7815 TRACY CLARK 254-757-7815 254-757-7815 CENTURY LINK JOE CUTLER 254-289-3877 JOE CUTLER 254-289-3877 254-289-3877 DOMINION (GAS) BRYAN PETHTEL 303-603-5637 (GAS) BRYAN PETHTEL 303-603-5637 BRYAN PETHTEL 303-603-5637 303-603-5637 DOMINION (ELECTRICAL) THADDEUS SMITH 804-240-6429 THADDEUS SMITH 804-240-6429 804-240-6429 DEPARTMENT OF PUBLIC WORKS BRENT CABANISS 254-553-4527 BRENT CABANISS 254-553-4527 254-553-4527 NEC JEFF HINDS 254-288-1015 JEFF HINDS 254-288-1015 254-288-1015 SPECTRUM SHAUN WHITEHEAD 254-644-7608 SHAUN WHITEHEAD 254-644-7608 254-644-7608 4. CONTRACTOR SHALL BID ON UTILITY CONFLICTS AS SHOWN ON THIS PLAN SET. ANY CONTRACTOR SHALL BID ON UTILITY CONFLICTS AS SHOWN ON THIS PLAN SET. ANY ADDITIONAL UTILITY CONFLICTS NOT SHOWN WILL REQUIRE A CONTRACT AMENDMENT. 5. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AND COORDINATION TO THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AND COORDINATION TO ENSURE THAT ELECTRIC POWER, TELEPHONE POLES AND SERVICES ARE NOT DISTURBED DURING CONSTRUCTION. ALL COSTS INCURRED FOR SUPPORTING OR MOVING ELECTRIC POWER AND TELEPHONE POLES SHALL BE INCLUDED IN THE BID. 6. THE CONTRACTOR SHALL PROTECT AND SUPPORT EXISTING UTILITIES IN ACCORDANCE THE CONTRACTOR SHALL PROTECT AND SUPPORT EXISTING UTILITIES IN ACCORDANCE WITH STANDARDS, PROCEDURES, POLICIES AND REQUIREMENTS OF THE OWNERS OF THE UTILITIES. PROTECTION AND SUPPORT OF EXISTING UTILITIES SHALL INCLUDE PROTECTION AND SUPPORT OF UTILITIES LINES, VAULTS, BOXES, VALVES AND POLES. COST TO BE SUBSIDIARY TO THE PROJECT. 7. MINIMUM OF 24" OF COVER REQUIRED FOR ALL EXISTING WATERLINES 6" IN DIAMETER MINIMUM OF 24" OF COVER REQUIRED FOR ALL EXISTING WATERLINES 6" IN DIAMETER OR SMALLER. ALL OTHER EXISTING WATERLINES REQUIRE 36" OF COVER MINIMUM. ALL WATERLINES NOT MEETING THESE REQUIREMENTS SHALL BE LOWERED ACCORDING TO AMERICAN WATER SPECIFICATIONS. 8. WATERLINES SHOULD BE LOWERED ACCORDING TO AMERICAN WATER SPECIFICATIONS WATERLINES SHOULD BE LOWERED ACCORDING TO AMERICAN WATER SPECIFICATIONS AND WILL REQUIRE A SITE INSPECTOR FROM AMERICAN WATER. 9. ELECTRICAL AND GAS LINE UTILITY WORK WILL REQUIRE AN INSPECTOR FROM ELECTRICAL AND GAS LINE UTILITY WORK WILL REQUIRE AN INSPECTOR FROM DOMINION. 10. EXISTING GAS LINES SHALL HAVE A MINIMUM OF 12" OF COVER AFTER PROPOSED EXISTING GAS LINES SHALL HAVE A MINIMUM OF 12" OF COVER AFTER PROPOSED IMPROVEMENTS HAVE BEEN MADE. IF MINIMUM COVER IS NOT MET GAS LINE SHALL BE LOWERED ACCORDING TO DOMINION GUIDELINES. 11. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE LIGHT POLES AND UTILITIES THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE LIGHT POLES AND UTILITIES TO REMAIN. IF DAMAGED DURING CONSTRUCTION, THE CONTRACTOR SHALL REPAIR OR REPLACE LIGHTING OR UTILITIES TO EQUAL OR SUPERIOR QUALITY AT NO ADDITIONAL COST TO THE GOVERNMENT. 12. THE CONTRACTOR SHALL NOTIFY FORT HOOD DPW IMMEDIATELY UPON IDENTIFICATION THE CONTRACTOR SHALL NOTIFY FORT HOOD DPW IMMEDIATELY UPON IDENTIFICATION OF ANY UTILITY CONFLICT. 13. ALL UTILITIES BEING REMOVED SHALL BE CAPPED AND PLUGGED AT LIMITS OF ALL UTILITIES BEING REMOVED SHALL BE CAPPED AND PLUGGED AT LIMITS OF REMOVAL. ALL ABANDONED CULVERTS SHALL BE COMPLETELY CAPPED WITH NON-SHRINKABLE GROUT.

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EX GAS LINE

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EXISTING WATERLINE

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EX SANITARY SEWER

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EX MAJOR CONTOURS

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EX MINOR CONTOURS

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EX WATER VALVE

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PROPOSED CHANNEL CL

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PROPOSED CULVERTS AND HEADWALLS

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PROPOSED RIP RAP

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PROPOSED CHANNEL BOTTOM

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PROP MAJOR CONTOURS

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PROP MINOR CONTOURS

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EX FENCE

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LEGEND

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PROP FENCE

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EX TELEPHONE MANHOLE

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EX FIRE HYDRANT

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EX POWER POLE

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EX TELEPHONE RISER

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BORE HOLE LOCATION

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PROP WATERLINE

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PROP GAS LINE

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EX FIBER OPTICS

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EX UNDERGROUND ELECTRIC

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EX DUCT BANK

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EX TWISTED PAIR

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EXISTING CULVERTS AND HEADWALLS

AutoCAD SHX Text FL - FLOWLINE - CENTERLINE RCP - REINFORCED CONCRETE PIPE RCB - REINFORCED CONCRETE BOX CMP - CORRUGATED METAL PIPE LF - LINEAR FOOT SY - SQUARE YARD CY - CUBIC YARD FT - FEET IN - INCH NTS - NOT TO SCALE N - NORTHING E - EASTING EL - ELEVATION ST - STREET AVE - AVENUE NO - NUMBER PVI - POINT OF VERTICAL INTERSECTION PI - POINT OF INTERSECTION PC - POINT ON CURVE PT - POINT TANGENT TO CURVE TXDOT - TEXAS DEPARTMENT OF TRANSPIRATION TYP - TYPICAL R - RADIUS MJ - MECHANICAL JOINT MIN - MINIMUM MAX - MAXIMUM W/ - WITH

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TEXAS REGISTERED ENGINEERING

FIRM F-5366

AutoCAD SHX Text

LONGHORN ROAD

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AVENUE K

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HAUL ROUTE

AutoCAD SHX Text N:10470023.03 E:3126156.17

AutoCAD SHX Text N:10469993.71 E:3126162.57

AutoCAD SHX Text N:10470023.03 E:3126156.17

AutoCAD SHX Text N:10470003.32 E:3126069.84

STAGING AREA

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TEXAS REGISTERED ENGINEERING

FIRM F-5366

SHEET CU101,

CU102 & CU103

SHEET CU115

SHEET CU111 & CU112

SHEET CU104, CU105

CU106 & CU107

SHEET CU108

CU109 & CU110

SHEET CU113,

CU114 & CU116

SHEET CU119

SHEET CU117 & CU118

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LONGHORN ROAD

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FIRM F-5366

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CONC

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FL:721.83

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FL:723.29

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FL:723.27

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24" CONC

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CULVERT

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18" RCP

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FL:719.67

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FL:715.43

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FL:715.84

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30" PVC

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30" PVC

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SANITARY SEWER MH

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RIM:733.14

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FL 30" IN(W):725.70

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FL 30" OUT(E):725.64

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FL:727.08

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FL:726.89

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SCALE IN FEET

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FIRM F-5366

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36" CMP

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FL:715.44

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FL:715.99

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FL:714.38

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FL:714.91

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MATCHLINE - SEE SHEET CS102

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TEXAS REGISTERED ENGINEERING

FIRM F-5366

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TEXAS REGISTERED ENGINEERING

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END ALIGNMENT 800

ST. 803+00

BEGIN ALIGNMENT 800

ST. 800+00

CP - 1

N: 10469723.88

E: 3126258.68

ELEV: 739.24

END ALIGNMENT 200

ST. 227+77

END ALIGNMENT 100

ST. 122+52

END ALIGNMENT…