Plans - Repair and Upgrade of Site Parking and Access - Kerrville VA Medical Center.pdf
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- Solicitation number
- 36C25722B0004
About this file
This document summarizes a federal contract opportunity for repair and upgrade work at the Kerrville VA Medical Center in Texas. The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 17 will award a firm-fixed-price construction contract with an estimated value between $2-5 million for demolition and replacement of site parking and access pavements, including 7,500 square feet of additional concrete work. The selected contractor will also be responsible for all required pavement markings once construction is complete. The contract has a period of performance of 365 calendar days from the notice to proceed. The solicitation will be issued on October 8th, 2021 with bids due on November 8th, 2021. This opportunity is set aside 100% for Service-Disabled Veteran-Owned Small Businesses.
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Text version
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhasePROJECT MANAGEMENT STAMPCONSULTANT
321 4 5 6 7 8 9 10
Revisions: Date:
100% DRAWINGS
FOR CONSTRUCTION
COR
GI-000
COVER SHEET
REPAIR AND UPGRADE OF
SITE PARKING AND ACCESS
SHEET INDEX
GI-000 COVER SHEET
C-001 PROJECT CONSTRUCTION NOTES
CS101 CIVIL SITE PLAN
CS102 SHEET LEGEND
CS103 PROJECT PHASING PLAN
CG101 GRADING AND PAVING PLAN
SHEET B3
PARKING LOT A & B IMPROVEMENTS
CG102 GRADING AND PAVING PLAN
SHEET B4
NEW ACCESS DRIVE IMPROVEMENTS
CG103 GRADING AND PAVING PLAN
SHEET C3
PARKING LOT A & B IMPROVEMENTS
CG104 GRADING AND PAVING PLAN
SHEET C4
PARKING LOT D IMPROVEMENTS
CG105 GRADING AND PAVING PLAN
SHEET C5
PARKING LOT J IMPROVEMENTS
CG106 GRADING AND PAVING PLAN
SHEET C6 AND C7
NEW ACCESS DRIVE AND
LOT K IMPROVEMENTS
CG107 GRADING AND PAVING PLAN
SHEET C8
NEW ACCESS DRIVE
CG108 GRADING AND PAVING PLAN
SHEET D3
PARKING LOT E IMPROVEMENTS
CG109 GRADING AND PAVING PLAN
SHEET D4 AND D5
PARKING LOT F & H IMPROVEMENTS
CG110 GRADING AND PAVING PLAN
SHEET D6
PARKING LOT K IMPROVEMENTS
CG111 GRADING AND PAVING PLAN
SHEET E3 & E4
NEW SIDEWALK AND
PARKING LOT G IMPROVEMENTS
CG112 GRADING AND PAVING PLAN
SHEET F4
NEW ACCESS DRIVE IMPROVEMENTS
CP101 DIMENSION PLAN
SHEET B3
PARKING LOT A & B IMPROVEMENTS
CP102 DIMENSION PLAN
SHEET B4
NEW ACCESS DRIVE IMPROVEMENTS
CP103 DIMENSION PLAN
SHEET C3
PARKING LOT A & B IMPROVEMENTS
CP104 DIMENSION PLAN
SHEET C4
PARKING LOT D IMPROVEMENTS
CP105 DIMENSION PLAN
SHEET C5
PARKING LOT J IMPROVEMENTS
CP106 DIMENSION PLAN
SHEET C6 AND C7
NEW ACCESS DRIVE AND
LOT K IMPROVEMENTS
CP107 DIMENSION PLAN
SHEET D3
PARKING LOT E IMPROVEMENTS
CP108 DIMENSION PLAN
SHEET D4 AND D5
PARKING LOT F & H IMPROVEMENTS
CP109 DIMENSION PLAN
SHEET D6
PARKING LOT K IMPROVEMENTS
CP110 DIMENSION PLAN
SHEET E4
NEW SIDEWALK AND
PARKING LOT G IMPROVEMENTS
CP111 DIMENSION PLAN
SHEET F4
NEW ACCESS DRIVE IMPROVEMENTS
C-501 MISCELLANEOUS DETAILS - SHEET 1
C-502 MISCELLANEOUS DETAILS - SHEET 2
C-601 TXDOT TRAFFIC CONTROL DETAILS - SHEET 1
C-602 TXDOT TRAFFIC CONTROL DETAILS - SHEET 2
C-603 TXDOT SIGN MOUNTING DETAILS
C-701 GEOTECHNICAL REPORT
FOR INFORMATIONAL PURPOSES ONLY
KERRVILLE VA MEDICAL CENTER
KERRVILLE, TEXAS
DEPARTMENT OF VETERAN'S AFFAIRS
PROJECT NUMBER: 671A-15-130
VETERANS H
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AY
N. L
OOP 53
MEMORIAL BLVD
STATE HW
Y 27
FREEDOM'S
PATH
RESIDENTIAL
COMMUNITY
KERRVILLE
VA MEDICALCENTER
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REPAIR AND UPGRADE OF SITE PARKING AND ACCESS
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KERRIVLLE VA MEDICAL CENTER
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KERRVILLE, TX
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15 OCT 2019
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Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhasePROJECT MANAGEMENT STAMPCONSULTANT
321 4 5 6 7 8 9 10
Revisions: Date:
100% DRAWINGS
FOR CONSTRUCTION
COR
C-001
PROJECT CONSTRUCTION NOTES
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REPAIR AND UPGRADE OF SITE PARKING AND ACCESS
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KERRIVLLE VA MEDICAL CENTER
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KERRVILLE, TX
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15 OCT 2019
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MONTY L. CLARK
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GENERAL CONSTRUCTION NOTES
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1. ALL PEDESTRIAN WALKWAYS UTILIZED FOR DISABLED ACCESS ROUTE SHALL CONFORM TO LOCAL, STATE, AND FEDERAL REGULATIONS INCLUDING THE "STATE OF TEXAS PROGRAM FOR THE ELIMINATION OF ARCHITECTURAL BARRIERS", "TEXAS ACCESSIBILITY STANDARDS" (TAS) AND THE "AMERICANS WITH DISABILITIES ACT OF 1990" (ADA) 2. UNLESS REQUIRED OTHERWISE BY PROJECT DETAILS AND/OR CITY REGULATIONS, ALL WALKWAYS SHALL BE CONSTRUCTED OF MINIMUM 3000 PSI CONCRETE AND A MINIMUM CEMENT CONTENT OF 5.0 SACKS PER CUBIC YARD. ALL SIDEWALKS SHALL BE REINFORCED WITH A MINIMUM OF #3 BARS AT 12-INCH CENTERS EACH WAY LOCATED AT THE CENTER OF THE THICKNESS,. THE STEEL SHALL BE PLACED ON CHAIR SUPPORTS BEFORE CONCRETE PLACEMENT. IF NECESSARY DURING CONCRETE PLACEMENT, THE STEEL SHALL BE PULLED UP TO INSURE THE PROPER LOCATIONS OF REINFORCEMENT. 3. WALKWAYS SHALL BE CONSTRUCTED TO THE LINE AND GRADE INDICATED ON THE PLANS OR THE TYPICAL LOCATIONS SHOWN ON THE PAVING PLANS IN RELATIONS TO PROPOSED CURB. SEE PAVEMENT NOTE #1 ABOVE. 4. PRIVATE SIDEWALKS SHALL BE CONSTRUCTED ON NATIVE MATERIALS. DO NOT PLACE SAND UNDER PRIVATE SIDEWALKS OR HANDICAP RAMPS FOR LEVEL UP COURSE. 5. FORMS SET FOR SIDEWALKS SHALL BE TRUE TO LINE AND GRADE AND SHALL PROVIDE A SLOPE OF INCH 14 INCH PER FOOT ACROSS THE SIDEWALK UNLESS INDICATED OTHERWISE ON THE PLANS. FORMS SHALL BE SET TO PROVIDE FOR A FULL DEPTH OF CONCRETE INDICATED ON THE PLANS AND FORM WORK, THE CONTRACTOR SHALL IMMEDIATELY BACKFILL THE EDGES OF THE WALK FOR A MINIMUM OF ONE FOOT (1') EACH SIDE OF THE WALK. 6. 24-INCH BY 1/2 INCH DIAMETER DOWELS WITH DOWEL SLEEVE SHALL BE INSTALLED ON 16-INCH CENTERS, ALONG WITH EXPANSION JOINT MATERIAL AND SEALING COMPOUND AS PER STANDARD EXPANSION JOINT DETAIL SHEET ALONG PERIMETER OF WHEEL CHAIR RAMP AND SIDEWALK. 7. PROVIDE 15-INCH MINIMUM LAP BETWEEN REINFORCING STEEL IN STREET AND REINFORCING STEEL IN WHEEL CHAIR RAMP. 8. SUBGRADE FOR WALKWAYS ABUTTING CURBS, WITHIN PARKING ISLAND AREAS OF BETWEEN THE PARKING AREA AND THE BUILDING, SHALL BE PLACED ON COMPACTED FILL OR FIRM COMPACTED EXCAVATED GRADE. FILLS FOR SIDEWALKS SHALL CONFORM TO THE SAME REQUIREMENTS AS CONTROLLED DENSITY FILLS IN PARKING AREAS WITH THE COMPACTED MATERIAL EXTENDING A MINIMUM 18 INCHES BEYOND THE WALKWAY. 9. JOINT SEALING MATERIAL UTILIZED IN WALKWAY AREAS BETWEEN THE PARKING AREA AND THE BUILDING FOR EXPANSION JOINTS SHALL CONSIST OF "POURTHANE" MANUFACTURED BY W.R. MEADOWS, INC. OR EQUAL. THIS INCLUDES WALKWAYS ABUTTING PERIMETER PARKING IN FRONT OF BUILDINGS. 10. FOR WALKWAYS SIX FEET IN WIDTH OR LESS, GROOVED OR SAWED CONTRACTION JOINTS SHALL BE MADE AT UNIFORM INTERNALS EQUAL TO THE WIDTH OF THE SIDEWALK. ON WALKWAYS GREATER THAN SIX FEET IN WIDTH CONTRACTION JOINTS SHALL BE SAWED. CONTRACTION JOINTS SHALL ONLY BE FILLED WHERE CONCENTRATED RUNOFF OCCURS IN PARKING AREAS, ENTRANCES AND WALKWAYS AT THE BUILDING. SEAL PARKING LOT CONCENTRATED RUNOFF AREAS SAME AS PARKING PAVEMENT. SEAL WALKWAYS WITHIN 50 FEET OF BUILDING WITH "DECK-O-SEAL" AS MANUFACTURED BY W.R. MEADOWS OR EQUAL. 11. CONCRETE FINISH SHALL BE BROOMED FOR ALL WALKWAY AREAS LESS THAT SIX FEET IN WIDTH AND MINOR ACCESS ROUTES GREATER THAN EIGHT FEET IN WIDTH. ALL HANDICAP ACCESS RAMPS SHALL HAVE SURFACE TEXTURE FINISH COMPLYING WITH ADA AND TAS GUIDELINES. 12. JOINT SEALING MATERIAL FOR WALKWAY AND EXPANSION JOINTS IN THE INTERNAL PARKING AREAS AND EXTERNAL OPEN AREAS SHALL BE "HI SPEC" MANUFACTURED BY W.R. MEADOWS OR EQUAL. 13. CLEAN ALL JOINTS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION PRIOR TO SEALING. 14. ALL SIGNS, PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 15. ALL PAVEMENT MARKINGS SHALL BE SHALL BE FOUR INCHES WIDE, COLOR WHITE FOR PARKING AND YELLOW FOR ROADWAY CENTERLINE, UNLESS INDICATED OTHERWISE ON THE DRAWINGS. STRIPING TO BE TWO COATS OF PAINT. SECOND COAT TO THE APPLIED IMMEDIATELY PRIOR TO THE FINAL INSPECTION. 16. CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS AS SHOWN ON PLANS. 17. CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES WITH OTHER CONTRACTORS ON THE SITE. 18. IT IS THE CONTRACTORS RESPONSIBILITY TO FURNISH AND INSTALL ALL LABOR, OVERHEAD, EQUIPMENT, MATERIALS, ETC., AS REQUIRED, TO PROVIDE REMOVAL AND REPLACEMENT OF ALL SITE SIGNAGE AND PAVEMENT MARKINGS AFFECTED BY NEW CONSTRUCTION. 19. THE CONTRACTOR SHALL TRANSITION NEW CONCRETE CURB AND GUTTER, AS REQUIRED, TO MAINTAIN HANDICAP CURB RAMPS, UTILITY BOXES, AND STORM INLETS.
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WALKWAY, MARKING, AND SIGNAGE NOTES
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1. EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS OWNERS OF THE FACILITIES. THE ENGINEER DOES NOT ACCEPT RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION. TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED, AND TO NOTIFY THE ENGINEER PROMPTLY OF ALL CONFLICTS OF THE WORK WITH EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGES BY THE CONTRACTOR TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. 2. NEW FINISHED CONTOURS SHOWN ARE TOP OF PAVING IN AREAS TO RECEIVE PAVEMENT AND TOP OF TOPSOIL IN AREAS TO BE SEEDED. 3. AREAS OUTSIDE OF THE PARKING LOT PERIMETERS SHOWN TO BE SEEDED SHALL RECEIVE MINIMUM FOUR (4) INCHES OF TOPSOIL (OR TO DEPTH INDICATED ON LANDSCAPE PLANS). THIS TOPSOIL TO BE PLACED AND LEVELED BY THE GRADING CONTRACTOR. THIS MATERIAL MAY BE STOCKPILED DURING STRIPPING OPERATIONS. 4. ROUGH GRADING ELEVATIONS SHALL BE AS FOLLOWS: FOUR INCHES BELOW FINISHED CONTOURS IN SEEDED AREAS. SIX INCHES BELOW FINISHED CONTOURS IN PAVED AREAS, UNLESS OTHERWISE NOTED. (REFER TO PROJECT GRADING PLAN AND DETAILS TO DETERMINE DEPTHS) 5. GRADING CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING, OR CONNECTING TO SAID FACILITIES. CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION WITH THE ALTERATION OF OR RELOCATION OF THE FACILITIES. CONTRACTOR SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED GRADES IN CONFORMANCE WITH CITY STANDARDS. 6. GRADING CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHER CONTRACTORS PERFORMING WORK ON THIS PROJECT SITE TO INSURE PROPER AND TIMELY COMPLETION OF THIS PROJECT. 7. FOR THE WORK ON THE SITE, THE GRADING CONTRACTOR SHALL: A. NOT STORE MATERIAL, EXCESS DIRT OR EQUIPMENT ON THE SHOULDERS OF PAVEMENT. THE PAVEMENT SHALL BE KEPT FREE FROM ANY MUD OR EXCAVATION WASTE FROM TRUCKS OR OTHER EQUIPMENT. ON COMPLETION OF THE WORK, ALL EXCESS MATERIAL SHALL BE REMOVED FROM THE RIGHT OF WAY. B. SHALL PROVIDE ALL NECESSARY AND ADEQUATE SAFETY PRECAUTIONS SUCH AS SIGNS, FLAGS, LIGHTS, BARRICADES AND FLAGMEN AS REQUIRED BY THE LOCAL AUTHORITIES AND IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE GRADING CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HOLD HARMLESS THE TEXAS DEPARTMENT OF TRANSPORTATION, THE CITY, AND THE OWNER FROM ANY CLAIMS FOR DAMAGE DONE TO EXISTING PRIVATE PROPERTY, PUBLIC UTILITIES OR TO THE TRAVELING PUBLIC. C. SHALL COMPLETE THE WORK TO THE SATISFACTION OF THE VA PROJECT REPRESENTATIVE. 8. GRADING CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING OR BY OTHER METHODS AS DIRECTED BY ENGINEER AND/OR OWNERS REPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER. 9. REFER TO PAVING DETAILS FOR TYPE OF PAVING AND BASE TO BE USED. 10. GRADING CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY EXISTING STRUCTURES, FENCES, DEBRIS, OR TREES REMAINING IN THE SITE, UNLESS NOTED OTHERWISE ON PLANS AND SHALL COORDINATE WITH GENERAL CONTRACTOR. 11. GRADING CONTRACTOR TO COMPLY WITH ALL STATE AND LOCAL SEDIMENT CONTROL AND AIR POLLUTION CONTROL. 12. A QUALIFIED SOILS LABORATORY, RETAINED BY CONTRACTOR, SHALL DETERMINE THE SUITABILITY OF THE EXISTING SUBGRADE AND EXISTING ON-SITE MATERIAL PRIOR TO BEGINNING ANY FILLING OPERATIONS. 13. UNSUITABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF-SITE BY GRADING CONTRACTOR. 14. ALL AREAS NOT COVERED BY THE BUILDING, PAVING OR PLANNED LANDSCAPING, SHALL BE GRASSED. 15. TEMPORARY EROSION CONTROL DEVICES TO BE INSTALLED PRIOR TO BEGINNING OF GRADING. CONTRACTOR SHALL MAINTAIN ALL TEMPORARY EROSION CONTROL DEVICES AND SHALL REMOVE SILT FROM BERM DITCHES SILT DAMS AND SILT FENCES AS NEEDED. 16. ALL DISTURBED AREAS SHALL BE HYDROMULCHED SEEDED UNLESS OTHERWISE NOTED. 17. THE CONTRACTOR SHALL PREVENT SOIL STABILIZATION TREATMENT FROM LEAVING THE SITE BY WAY OF STORM WATER RUNOFF WHICH MAY DAMAGE DOWNSTREAM WATER COURSES, LAKES OR PONDS. ANY DAMAGE TO WILDLIFE OR FISH KILLS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE. 18. ALL SITE GRADING AND EARTHWORK CONSTRUCTION SHALL COMPLY TO THE GEOTECHNICAL REPORT RECOMMENDATIONS.
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GENERAL GRADING AND DRAINAGE NOTES:
1. CONTRACTOR SHALL MAKE AN EXAMINATION OF THE PROJECT SITE AND COMPLETELY FAMILIARIZE HIMSELF WITH THE NATURE AND EXTENT OF THE WORK TO BE ACCOMPLISHED. NO EXTRA COMPENSATION WILL BE ALLOWED FOR ANY WORK MADE NECESSARY BY UNUSUAL CONDITIONS OR OBSTACLES ENCOUNTERED DURING THE PROGRESS OF THE WORK, WHICH CONDITIONS OR OBSTACLES ARE READILY APPARENT UPON A VISIT TO THE SITE. IF THERE ARE ANY QUESTIONS IN THIS REGARD OR IF THERE ARE ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL SITE CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE VA AND PROJECT ENGINEER PRIOR TO SUBMISSION OF BIDS. 2. THE CONTRACTOR SHALL CONTACT ALL LOCAL UTILITIES COMPANIES AND ANY OTHER UTILITY COMPANY THAT SERVES THE AREA AT LEAST 72 HOURS PRIOR TO CONSTRUCTION TO VERIFY LOCATIONS OF EXISTING UTILITY LINES. 3. PRIOR TO THE BEGINNING OF ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES LOCATED WITHIN THE VICINITY OF ANY WORK. IF THE EXISTING UTILITIES ARE IN ANY WAY DIFFERENT FROM WHAT IS SHOWN ON THE DRAWINGS, THEN IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNER PROJECT REPRESENTATIVE AND THE PROJECT ENGINEER BEFORE PROCEEDING WITH ANY CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO FIX DAMAGES INCURRED TO EXISTING UTILITIES DURING CONSTRUCTION. 4. CONTRACTOR SHALL MAKE ALL DUE PRECAUTIONS TO PROTECT EXISTING UTILITIES. IF ANY DAMAGE OCCURS, TO EXISTING UTILITIES, DAMAGE IS TO BE REPAIRED IMMEDIATELY TO AT LEAST PREEXISTING CONDITION AT NO ADDITIONAL COST TO THE OWNER. 5. THE CONTRACTOR SHALL NOTIFY THE APPLICABLE UTILITY COMPANY IMMEDIATELY TO OBTAIN PROCEDURE DIRECTIONS. WHEN UNALLOCATED OR INCORRECTLY LOCATED UNDERGROUND PIPING OR A BREAK IN THE LINE OR OTHER UTILITIES AND SERVICES ARE ENCOUNTERED. CONTRACTOR TO COOPERATE WITH THE APPLICABLE UTILITY COMPANY IN MAINTAINING ACTIVE SERVICE IN OPERATION. 6. ALL BARRICADES AND SIGNS SHALL CONFORM TO THE LATEST EDITION OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 7. WHERE NEW CONSTRUCTION TIES TO EXISTING FACILITIES, THE PROPER SAW CUT AND CONNECTION SHALL BE MADE USING GOOD WORKMANSHIP AND PROPER TRANSITION TECHNIQUES TO BE APPROVED BY THE ENGINEER. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUPPLY AND INSTALL ALL MATERIALS SO AS TO MEET OR EXCEED PROJECTS SPECIFICATIONS, STATE AND OWNER, TEXAS CODES AND ORDINANCES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING AND OBTAINING PERMITS FROM THE CITY, STATE, OR OTHER REGULATORY AGENCIES TO PERFORM WORK. 10. ALL DEMOLITION AND EXCAVATED MATERIALS SHALL BE LEGALLY DISPOSED OF OFF THE SITE, UNLESS OTHERWISE INSTRUCTED BY THE OWNER, OR BY THE OWNERS REPRESENTATIVE. 11. THE CONTRACTOR SHALL CONTACT THE ENGINEER, THE PROJECT INSPECTOR, AND THE OWNER 48 HOURS BEFORE COMMENCING CONSTRUCTION. 12. ALL CONSTRUCTION OPERATIONS TO BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATIONS OF THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). COPIES OF THE OSHA STANDARDS MAY BE PURCHASED FROM THE U.S. GOVERNMENT PRINTING OFFICE; INFORMATION AND RELATED REFERENCE MATERIALS MAY BE OBTAINED FROM OSHA, 903 SAN JACINTO, AUSTIN, TEXAS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ALL JOB SITE SAFETY, MANAGEMENT OF JOB SITE PERSONNEL, SUPERVISION OF THE USE OF JOB SITE EQUIPMENT AND DIRECTION OF ALL CONSTRUCTION PROCEDURES, METHODS AND ELEMENTS REQUIRED TO COMPLETE THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. 14. CONTRACTOR TO MAINTAIN ACCESS TO PUBLIC FACILITIES DURING CONSTRUCTION. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE OWNER. 15. BLASTING IS NOT PERMITTED ON THIS PROJECT. 16. CONTRACTOR SHALL TRANSITION NEW UTILITY CONSTRUCTION, SO AS TO MINIMIZE DAMAGE TO EXISTING VEGETATION, PLANTER BEDS, UTILITIES, SIDEWALKS, AND ROADWAYS. TRANSITIONS SHALL BE APPROVED BY OWNER OR ENGINEER. 17. CONTRACTOR SHALL AVOID CUTTING AND/OR TRIMMING OF EXISTING TREES. EXISTING TREE TRIMMING SHALL BE IMPLEMENTED ONLY UNDER THE DIRECT SUPERVISION OF THE PROJECT INSPECTOR. 18. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITY SERVICES PRIOR TO THE START FIELD VERIFY AND LOCATE ALL EXISTING UTILITY SERVICES PRIOR TO THE START AND LOCATE ALL EXISTING UTILITY SERVICES PRIOR TO THE START OF CONSTRUCTION. THE OWNER SHALL NOT COMPENSATE ANY WORK PERFORMED TO REPAIR UTILITY SERVICES DAMAGED BY CONSTRUCTION. 19. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REMOVE EXCESS SPOILS AND MATERIAL DISTURBED BY CONSTRUCTION. 20. ANY EXISTING PAVEMENT, CURBS, AND/OR SIDEWALKS DAMAGED OR REMOVED BY THE CONTRACTOR THAT ARE NOT A PART OF THIS CONTRACT ARE TO BE REPAIRED BY THE CONTRACTOR TO AT LEAST THE PRE-EXISTING CONDITION, AT HIS EXPENSE, BEFORE ACCEPTANCE OF THE WORK. 21. CONSTRUCTION SPOILS OR MATERIALS TO BE USED FOR PROPOSED CONSTRUCTION, SHALL NOT BE STOCKPILED OR STORED WITHIN 100 YEAR FLOOD PLAIN. 22. THE CONTRACTOR SHALL RESTORE, TO ORIGINAL CONDITION, ALL LAWNS AND LANDSCAPING DISTURBED BY CONSTRUCTION. 23. THE CONTRACTOR SHALL FURNISH AND INSTALL NEW BERMUDA GRASS VIA HYDROMULCH GRASS SEEDING AT ALL AREAS DISTURBED BY CONSTRUCTION WHICH DO NOT RECEIVE NEW PAVEMENT REPLACEMENT. 24. THE CONTRACTOR SHALL REMOVE FROM THE PROJECT AREA ALL SURPLUS MATERIAL. THIS SHALL BE INCIDENTAL AND NOT A SEPARATE PAY ITEM. SURPLUS MATERIALS FROM EXCAVATION INCLUDING ROCK, DIRT, TRASH, ETC. SHALL BE PROPERLY DISPOSED OF AT AN APPROVED SITE WITHIN THE CITY LIMITS, IF THE LOCATION IS NOT WITHIN THE CITY LIMITS, THE CONTRACTOR SHALL PROVIDE A LETTER STATING SO. NO EXCESS EXCAVATED MATERIAL SHALL BE DEPOSITED IN LOW AREAS OR ALONG NATURAL DRAINAGE WAY WITHOUT WRITTEN PERMISSION FROM THE AFFECTED PROPERTY OWNER AND THE CITY'S FLOOD PLAIN ADMINISTRATOR. IF THE CONTRACTOR PLACES EXCESS MATERIAL IN THE AREAS WITHOUT PERMISSION, THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE RESULTING FROM SUCH FILL, AND THE CONTRACTOR SHALL REMOVE MATERIAL AT THE CONTRACTOR'S OWN COST. 25. THE INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION MEASURES SHALL BE CONTRACTOR'S RESPONSIBILITY THROUGHOUT ALL PHASES OF CONSTRUCTION. CONTRACTOR SHALL USE A SILT FENCE, OR OTHER METHOD APPROVED BY THE ENGINEER, TO CONTAIN SEDIMENT AND WASTE CONSTRUCTION MATERIAL ON-SITE. SILT FENCE SHALL BE MAINTAINED IN GOOD CONDITION FOR THE DURATION OF THE PROJECT. 26. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM CONSTRUCTION. THE OWNER'S REPRESENTATIVE MAY DIRECT THE CONTRACTOR TO REMOVE MUD AND DEBRIS FROM THE STREETS ASSOCIATED WITH THE PROJECT AT NO CHARGE TO THE OWNER.
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhasePROJECT MANAGEMENT STAMPCONSULTANT
321 4 5 6 7 8 9 10
Revisions: Date:
100% DRAWINGS
FOR CONSTRUCTION
COR
CS101
CIVIL SITE PLAN
V
ET
ER
A
N S
H
IG
H W
A Y
N . L
O O
P
1594 N
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N
N
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N
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N
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1548 N FREEDOM'S PATH
RESID
ENTIA
L
COMMUNITY
99 97 91
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BENCHMARK INFORMATION
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KERRIVLLE VA MEDICAL CENTER
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KERRVILLE, TX
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15 OCT 2019
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FEET
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NEW SIDEWALK EXTENSION
AutoCAD SHX Text 1 EDUCATION/AUDITORIUM EDUCATION/AUDITORIUM 2 LOGISTICS/MAIL ROOM LOGISTICS/MAIL ROOM 11 MAIN HOSPITAL MAIN HOSPITAL 18 LAUNDRY LAUNDRY 19 BOILER PLANT BOILER PLANT 20 DIRECTOR'S QUARTERS DIRECTOR'S QUARTERS 22 PAINT SHOP PAINT SHOP 29 ENGINEERING ENGINEERING 38 CONCRETE WATER TOWER CONCRETE WATER TOWER 40 SUPPLY STORAGE SUPPLY STORAGE 41 STORAGE STORAGE 44 LAUNDRY MAINTENANCE SHOP LAUNDRY MAINTENANCE SHOP 46 STATION GARAGE STATION GARAGE 47 EMS/LAUNDRY STORAGE EMS/LAUNDRY STORAGE 48 PANDEMIC FLU STORAGE PANDEMIC FLU STORAGE 49 PERSONNEL QUARTERS PERSONNEL QUARTERS 50 PERSONNEL QUARTERS PERSONNEL QUARTERS 51 PERSONNEL QUARTERS PERSONNEL QUARTERS 62 TRANSFORMER VAULT TRANSFORMER VAULT 83 STEEL WATER TOWER STEEL WATER TOWER 84 WATER TREATMENT PLANT WATER TREATMENT PLANT 86 BOILER PLANT STORAGE/WAREHOUSE BOILER PLANT STORAGE/WAREHOUSE 90 GENERATOR BUILDING GENERATOR BUILDING 91 COOLING TOWERS COOLING TOWERS 92 HELIPORT CONTROL BUILDING HELIPORT CONTROL BUILDING 93 HELIPORT PAD HELIPORT PAD 96 NURSING HOME CARE UNIT NURSING HOME CARE UNIT 97 CHILLER PLANT CHILLER PLANT 98a LOGISTICS STORAGE LOGISTICS STORAGE 98b EMS/LAUNDRY STORAGE EMS/LAUNDRY STORAGE 99 ACID SHACK ACID SHACK 114 ENGINEERING STORAGE ENGINEERING STORAGE 116 GARDENER SHOP GARDENER SHOP 119 COMMAND CENTERCOMMAND CENTER
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DESCRIPTION
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ELEVATION
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LIGHT POLE SOUTHWEST CORNER OF PARKING LOT B
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NO.
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TOP OF MANHOLE WEST SIDE OF 1306 N
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TBM 5
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TBM 2
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TBM 1
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TOP OF CURB ON NORTHEAST CORNER OF CONCRETE ISLAND IN THE MIDDLE PARKING LOT E
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TOP OF CURB ON ACCESS DRIVE WEST OF BUILDING 11
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LIGHT POLE IN BETWEEN PARKING LOT I AND 1307 N
AutoCAD SHX Text TRADITIONALLY FORMED JOINTED PLAIN CONCRETE PAVEMENT (REFER TO GEOTECHNICAL REPORT SHEET C-701) 3,047 SQ. YDS. NEW PAVEMENT EXISTING COVERED AWNINGS/SOLAR PANELS
AutoCAD SHX Text FULL DEPTH RECLAMATION PAVEMENT - LIGHT DUTY (REFER TO GEOTECHNICAL REPORT SHEET C-701) 9,247 SQ. YDS. NEW PAVEMENT LOTS B, D, G, H, J
AutoCAD SHX Text DEMOLISH, REMOVE, AND RECONSTRUCT EXISTING PAVEMENT FURNISH AND INSTALL NEW HOT MIX ASPHALT PAVEMENT SECTION - HEAVY DUTY (REFER TO GEOTECHNICAL REPORT SHEET C-701) 34,069 SQ. YDS. NEW PAVEMENT LOTS A, B, E, F, K AND ACCESS DRIVES
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LOT I PARKING IMPROVEMENTS
1. IN ADDITION TO THE SPECIFIC AREAS DETAILED ON THE PLANS, THE CONTRACTOR WILL BE RESPONSIBLE FOR UP TO 7500 SQUARE FEET OF ADDITIONAL MISCELLANEOUS CONCRETE REPAIRS, TO INCLUDE SIDEWALK, ADA RAMPS, AND CURB AND GUTTER, LOCATED AT THE COR DIRECTION. THIS WORK IS INCIDENTAL TO THE CONTRACT WORK AND NO ADDITIONAL SEPARATE PAYMENT WILL BE MADE THEREFORE.
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhasePROJECT MANAGEMENT STAMPCONSULTANT
321 4 5 6 7 8 9 10
Revisions: Date:
100% DRAWINGS
FOR CONSTRUCTION
COR
CS102
SHEET LEGEND
B3
SHEET
CG101
C3
SHEET
CG103
D3
SHEET
CG108
E3
SHEET
CG111
D4
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D6
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CG110
C4
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C5
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CG105
C6
SHEET
CG106
C7
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E4
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B4
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F4
SHEET
CG112
C8
SHEET
CG107
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Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhasePROJECT MANAGEMENT STAMPCONSULTANT
321 4 5 6 7 8 9 10
Revisions: Date:
100% DRAWINGS
FOR CONSTRUCTION
COR
CS103
PROJECT PHASING PLAN
V
ET
ER
A
N S
H
IG
H W
A Y
N . L
O O
P
1594 N
1594 N
N
N
1308 N
N
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N
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STATE HWY 27
1548 N FREEDOM'S PATH
RESID
ENTIA
L
COMMUNITY
99 97 91
98a 98b
BUILDING INDEX
CONSTRUCTION PHASING PLAN LEGEND
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NEW SIDEWALK EXTENSION
AutoCAD SHX Text 1 EDUCATION/AUDITORIUM EDUCATION/AUDITORIUM 2 LOGISTICS/MAIL ROOM LOGISTICS/MAIL ROOM 11 MAIN HOSPITAL MAIN HOSPITAL 18 LAUNDRY LAUNDRY 19 BOILER PLANT BOILER PLANT 20 DIRECTOR'S QUARTERS DIRECTOR'S QUARTERS 22 PAINT SHOP PAINT SHOP 29 ENGINEERING ENGINEERING 38 CONCRETE WATER TOWER CONCRETE WATER TOWER 40 SUPPLY STORAGE SUPPLY STORAGE 41 STORAGE STORAGE 44 LAUNDRY MAINTENANCE SHOP LAUNDRY MAINTENANCE SHOP 46 STATION GARAGE STATION GARAGE 47 EMS/LAUNDRY STORAGE EMS/LAUNDRY STORAGE 48 PANDEMIC FLU STORAGE PANDEMIC FLU STORAGE 49 PERSONNEL QUARTERS PERSONNEL QUARTERS 50 PERSONNEL QUARTERS PERSONNEL QUARTERS 51 PERSONNEL QUARTERS PERSONNEL QUARTERS 62 TRANSFORMER VAULT TRANSFORMER VAULT 83 STEEL WATER TOWER STEEL WATER TOWER 84 WATER TREATMENT PLANT WATER TREATMENT PLANT 86 BOILER PLANT STORAGE/WAREHOUSE BOILER PLANT STORAGE/WAREHOUSE 90 GENERATOR BUILDING GENERATOR BUILDING 91 COOLING TOWERS COOLING TOWERS 92 HELIPORT CONTROL BUILDING HELIPORT CONTROL BUILDING 93 HELIPORT PAD HELIPORT PAD 96 NURSING HOME CARE UNIT NURSING HOME CARE UNIT 97 CHILLER PLANT CHILLER PLANT 98a LOGISTICS STORAGE LOGISTICS STORAGE 98b EMS/LAUNDRY STORAGE EMS/LAUNDRY STORAGE 99 ACID SHACK ACID SHACK 114 ENGINEERING STORAGE ENGINEERING STORAGE 116 GARDENER SHOP GARDENER SHOP 119 COMMAND CENTERCOMMAND CENTER
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PHASE I PARKING LOT A AND B
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PHASE III PARKING LOT F, G, H, AND FRONT ACCESS DRIVE
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LOT I PARKING IMPROVEMENTS
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1. THE CONTRACTOR SHALL SUBMIT THEIR SCHEDULE FOR EACH PHASE OF CONSTRUCTION TO THE OWNER'S REPRESENTATIVE FOR APPROVAL. 2. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR EACH PHASE OF CONSTRUCTION TO THE OWNER'S REPRESENTATIVE FOR APPROVAL AND COORDINATION. 3. DURING CONSTRUCTION OF LOT E PARKING, THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE AND PROVIDE ADA VALET PARKING SERVICE FOR THE DURATION OF LOT E PARKING CONSTRUCTION.
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PHASE V PARKING LOT I
PHASE VI PARKING LOT J, K, AND ACCESS ROAD
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhasePROJECT MANAGEMENT STAMPCONSULTANT
321 4 5 6 7 8 9 10
Revisions: Date:
100% DRAWINGS
FOR CONSTRUCTION
COR
CG101
VE
TE
RA
NS
H
IG
HW
AY
N.
L
OO
P
N
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SHEET B3
PARKING LOT A & B IMPROVEMENTS
1594 N
KEY NOTES:
LEGEND
NOTES:
PAVEMENT RECONSTRUCTION LEGEND
PARKING LOT B
PARKING LOT A
SOLAR PANEL NOTES:
NORTH ACCESS
DRIVE
SPECIAL CONCRETE
CONSTRUCTION NOTES
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KERRVILLE, TX
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15 OCT 2019
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AutoCAD SHX Text GRADING AND PAVING MATCHLINE - REFER TO GRADING AND PAVING SHEET C3 FOR CONTINUATION
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1. CAUTION!!! EXISTING POWER POLE/LIGHT POLE CAUTION!!! EXISTING POWER POLE/LIGHT POLE 2. CAUTION!!! OVERHEAD/UNDERGROUND ELECTRIC CAUTION!!! OVERHEAD/UNDERGROUND ELECTRIC 3. CAUTION!!! EXISTING GAS MAIN/METER CAUTION!!! EXISTING GAS MAIN/METER 4. CAUTION!!! EXISTING TELEPHONE/FIBER OPTIC CAUTION!!! EXISTING TELEPHONE/FIBER OPTIC 5. EXISTING FENCE EXISTING FENCE 6. EXISTING WATER MAIN/METER EXISTING WATER MAIN/METER 7. EXISTING SANITARY SEWER EXISTING SANITARY SEWER 8. EXISTING STORM SEWER EXISTING STORM SEWER 9. FURNISH AND INSTALL FURNISH AND INSTALL 1-HANDICAP SIDEWALK RAMP (PER TAS STANDARDS) 10. FURNISH AND INSTALL 1-DOWELED CONNECTION TO EXISTING CURB AND GUTTER 11. NEW CONCRETE EDGING NEW CONCRETE EDGING (PER DETAIL 9 SHEET C-501) 12. NEW CURB AND GUTTER NEW CURB AND GUTTER (PER DETAIL 4 SHEET C-501) 13. FURNISH AND INSTALL FURNISH AND INSTALL NEW CONNECTION TO EXISTING PAVEMENT SECTION (SAWCUT AND MATCH EXISTING) 14. TRANSITION CURB AND GUTTER TO MATCH NEW PAVEMENT AND FLATWORK ELEVATIONS 15. EXISTING CURB AND GUTTER (TO REMAIN) 16. CAUTION!!! CAUTION!!! EXISTING VAULT/MANHOLE ADJUST RIM TO MATCH NEW PAVEMENT ELEVATIONS 17. EXISTING CANOPY COLUMN EXISTING CANOPY COLUMN (TO REMAIN) 18. CAUTION!!! CAUTION!!! EXISTING UNDERGROUND UTILITY (SEE NOTE 4)
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1. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE DEMOLITION OF EXISTING STRUCTURES, PAVEMENT SECTIONS, VEGETATION, ETC. WITH OWNER. ALL COSTS ASSOCIATED FOR WORK SHALL BE BORNE BY CONTRACTOR. 2. EXISTING UTILITIES WERE LOCATED BY FIELD RESEARCH/OBSERVATION. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL LOCATE UTILITIES AND SHALL PROVIDE REMOVAL, RELOCATION, AND/OR REPLACEMENT AT HIS COST. 3. PRIOR TO REMOVING EXISTING CURBS, THE CONTRACTOR SHALL COORDINATE WITH OWNER'S PROJECT REPRESENTATIVE. 4. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES. 5. ALL LANDSCAPING AND TREES ARE TO REMAIN ALL LANDSCAPING AND TREES ARE TO REMAIN
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EXISTING COVERED AWNINGS/SOLAR PANELS (TO REMAIN - SEE SOLAR PANEL NOTES)
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1. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL EXCAVATE AND VERIFY VERTICAL AND HORIZONTAL LOCATION OF THE SOLAR ARRAY POWER LINES AND NOTIFY THE HFS PROJECT MANAGER AND OWNER'S PROJECT REPRESENTATIVE OF ANY CONFLICTS WITH PAVEMENT RECONSTRUCTION. 2. ALL WORK UNDER THE EXISTING COVERED AWNINGS AND SOLAR PANELS WILL BE CONDUCTED WITH WALK BEHIND EQUIPMENT UNLESS APPROVED BY THE VA PROJECT MANAGER AND PROJECT REPRESENTATIVE. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT THE COVERED AWNINGS AND SOLAR PANELS FROM DAMAGE AT ALL TIMES FOR THE DURATION OF CONSTRUCTION.
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EXISTING HMAC DRIVE (TO REMAIN)
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SAWCUT
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EXISTING COLUMN (TO REMAIN)
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EXISTING HMAC PAVEMENT SECTION (TO REMAIN)
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EXISTING SIGN (TO REMAIN)
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SAWCUT
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SAWCUT
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SAWCUT
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SAWCUT
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NEW HMAC ACCESS DRIVE
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EXISTING ROCK WALL (TO REMAIN)
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AutoCAD SHX Text TRADITIONALLY FORMED JOINTED PLAIN CONCRETE PAVEMENT (REFER TO GEOTECHNICAL REPORT SHEET C-701) 3,047 SQ. YDS. NEW PAVEMENT EXISTING COVERED AWNINGS/SOLAR PANELS
AutoCAD SHX Text FULL DEPTH RECLAMATION PAVEMENT - LIGHT DUTY (REFER TO GEOTECHNICAL REPORT SHEET C-701) 9,247 SQ. YDS. NEW PAVEMENT LOTS B, D, G, H, J
AutoCAD SHX Text DEMOLISH, REMOVE, AND RECONSTRUCT EXISTING PAVEMENT FURNISH AND INSTALL NEW HOT MIX ASPHALT PAVEMENT SECTION - HEAVY DUTY (REFER TO GEOTECHNICAL REPORT SHEET C-701) 34,069 SQ. YDS. NEW PAVEMENT LOTS A, B, E, F, K AND ACCESS DRIVES
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NEW HMAC PAVEMENT SECTION
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NEW CONCRETE PAVEMENT SECTION
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NEW HMAC PAVEMENT SECTION
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NEW RECLAIMED HMAC PAVEMENT SECTION
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NEW CONCRETE CURB AND GUTTER (PER PROJECT DETAILS)
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NEW CONCRETE EDGING (PER PROJECT DETAILS)
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TOP OF WALL
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SPOT GRADE (FINAL GRADE AFTER LANDSCAPING)
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SPOT GRADE LOCATION
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FINISHED GRADE
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NEW REINFORCED CONCRETE PAVEMENT (PER PROJECT DETAILS)
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TOP OF CURB
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NEW PRECAST CONCRETE WHEELSTOP (PER DETAIL 8 SHEET C502)
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PROPOSED CONTOUR
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EXISTING CONTOUR
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(SEE NOTES)
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NEW REINFORCED CONCRETE SIDEWALK (PER PROJECT DETAILS)
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NEW RECLAIMED HMAC PAVEMENT SECTION
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NEW RUBBER SPEED BUMPS (PER VA AND MANUFACTURER'S REQUIREMENTS SPECIFICATIONS)
1. IN ADDITION TO THE SPECIFIC AREAS DETAILED ON THE PLANS, THE CONTRACTOR WILL BE RESPONSIBLE FOR UP TO 7500 SQUARE FEET OF ADDITIONAL MISCELLANEOUS CONCRETE REPAIRS, TO INCLUDE SIDEWALK, ADA RAMPS, AND CURB AND GUTTER, LOCATED AT THE COR DIRECTION. THIS WORK IS INCIDENTAL TO THE CONTRACT WORK AND NO ADDITIONAL SEPARATE PAYMENT WILL BE MADE THEREFORE.
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
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Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
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PhasePROJECT MANAGEMENT STAMPCONSULTANT
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Revisions: Date:
100% DRAWINGS
FOR CONSTRUCTION
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GRADING AND PAVING PLAN
SHEET B4
NEW ACCESS DRIVE IMPROVEMENTS
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DRIVE
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DRIVE
CENTRAL ACCESS DRIVE
KEY NOTES:
LEGEND
NOTES:
PAVEMENT RECONSTRUCTION LEGEND
SPECIAL CONCRETE
CONSTRUCTION NOTES
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REPAIR AND UPGRADE OF SITE PARKING AND ACCESS
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KERRIVLLE VA MEDICAL CENTER
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KERRVILLE, TX
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15 OCT 2019
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EXISTING CONCRETE HELIPAD (TO REMAIN)
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1. CAUTION!!! EXISTING POWER POLE/LIGHT POLE CAUTION!!! EXISTING POWER POLE/LIGHT POLE 2. CAUTION!!! OVERHEAD/UNDERGROUND ELECTRIC CAUTION!!! OVERHEAD/UNDERGROUND ELECTRIC 3. CAUTION!!! EXISTING GAS MAIN/METER CAUTION!!! EXISTING GAS MAIN/METER 4. CAUTION!!! EXISTING TELEPHONE/FIBER OPTIC CAUTION!!! EXISTING TELEPHONE/FIBER OPTIC 5. EXISTING FENCE EXISTING FENCE 6. EXISTING WATER MAIN/METER EXISTING WATER MAIN/METER 7. EXISTING SANITARY SEWER EXISTING SANITARY SEWER 8. EXISTING STORM SEWER EXISTING STORM SEWER 9. FURNISH AND INSTALL FURNISH AND INSTALL 1-HANDICAP SIDEWALK RAMP (PER TAS STANDARDS) 10. FURNISH AND INSTALL 1-DOWELED CONNECTION TO EXISTING CURB AND GUTTER 11. NEW CONCRETE EDGING NEW CONCRETE EDGING (PER DETAIL 9 SHEET C-501) 12. NEW CURB AND GUTTER NEW CURB AND GUTTER (PER DETAIL 4 SHEET C-501) 13. FURNISH AND INSTALL FURNISH AND INSTALL NEW CONNECTION TO EXISTING PAVEMENT SECTION (SAWCUT AND MATCH EXISTING) 14.
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