36C24619R0025-012.pdf
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- Synopsis for Expand Parking Garage Bldg 33 Federal contract opportunity
- Solicitation number
- 36C24619R0025
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36C24619R0025 Expand Parking Garage Bid Set_Civil #7.pdf
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| File | Type | Posted |
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| 36C24619R0025-0003000.docx | DOCX document | |
| 36C24619R0025-0002001.docx | DOCX document | |
| 36C24619R0025-0002000.docx | DOCX document | |
| 36C24619R0025-0001002.pdf | ||
| 36C24619R0025-0001001.docx | DOCX document | |
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| 36C24619R0025-0001000.docx | DOCX document | |
| 36C24619R0025-003.xlsx | XLSX spreadsheet | |
| 36C24619R0025-001.docx | DOCX document | |
| 36C24619R0025-004.pdf | ||
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| 36C24619R0025-010.pdf | ||
| 36C24619R0025-007.pdf | ||
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| 36C24619R0025-014.docx | DOCX document | |
| 36C24619R0025-009.pdf | ||
| 36C24619R0025-002.pdf | ||
| 36C24619R0025-011.pdf | ||
| 36C24619R0025-013.docx | DOCX document | |
| 36C24619R0025-008.pdf | ||
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Drawing Title
Approved for Design Concept:
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date
PROJECT LEADER/ARCHITECT:
DURHAM VAMC
Durham VAMC Dept. of
Veterans Affairs
508 Fulton Street
Durham, NC 27705
EXPAND PARKING GARAGE
BUILDING 33
Bldg-33 o n e e i g h t h i n c h o n e f o o t 1 o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t
B
A
C
D
E
F
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
10/17/18
OFFICE OF
FACILITIES
MANAGEMENT
558-318
VA Project Number
MICHAEL JAKUBIAK (COR)
PROJECT ENGINEER
919-286-0411
13.1058 t h r e e i n c h e s o n e f o o t
BID SET
Structural
AMERICAN
STRUCTUREPOINT
7260 Shadeland
Station
Indianapolis, IN 46256
Tele: 317-547-5580
MEP Engineer
APOGEE CONSULTING
GROUP
1151 Kildaire Farm Road, Suite 120
Cary, NC 27511
Tele: 919-858-7420
Civil Engineer
GUIDON DESIGN
INC.
905 N. Capitol Ave.
Suite 100
Indianapolis, IN 46204
Tele: 317-800-6388
Functional Design
CARL WALKER INC.
14045 Ballantyne Corp.
Place, Suite 380
Charlotte, NC 28277
Tele: 704-716-8000
905 N. Capitol Ave. Suite 100 Indianapolis, IN 46204
317.800.6388 WWW.GUIDONDESIGN.COM
SUSTAINABLE ARCHITECTURE + ENGINEERING
N
EXISTING SYMBOL LEGENDEXISTING LINE LEGEND
S
D
E
W
W
V
G
R/C
INLET
CMB
SLP
SITE GENERAL
INFORMATION
GC101
ABBREVIATIONS
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GENERAL PROJECT NOTES (APPLY TO ALL SHEETS)
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1. PERFORM WORK AS REQUIRED FOR PROPER COMPLETION OF THE WORK. DRAWINGS MAY NOT SHOW ALL PERFORM WORK AS REQUIRED FOR PROPER COMPLETION OF THE WORK. DRAWINGS MAY NOT SHOW ALL PERFORM WORK AS REQUIRED FOR PROPER COMPLETION OF THE WORK. DRAWINGS MAY NOT SHOW ALL EXISTING ITEMS OR CONDITIONS. CONTRACTOR SHALL NOT RECEIVE EXTRA PAYMENT FOR REQUIREMENTS WHICH CAN BE INFERRED THROUGH OBSERVATION OF EXISTING CONDITIONS AT THE SITE. 2. STOP WORK IMMEDIATELY AND NOTIFY THE COR IF ANY EXISTING CONDITION IS ENCOUNTERED DURING STOP WORK IMMEDIATELY AND NOTIFY THE COR IF ANY EXISTING CONDITION IS ENCOUNTERED DURING STOP WORK IMMEDIATELY AND NOTIFY THE COR IF ANY EXISTING CONDITION IS ENCOUNTERED DURING DEMOLITION WHICH APPEARS TO BE IN CONFLICT WITH DRAWINGS OR MAY SEEM TO ENDANGER THE STRUCTURAL INTEGRITY OF THE BUILDING. 3. CONDUCT A PRECONSTRUCTION MEETING PRIOR TO COMMENCING WORK, HOLD PREINSTALLATION CONDUCT A PRECONSTRUCTION MEETING PRIOR TO COMMENCING WORK, HOLD PREINSTALLATION CONDUCT A PRECONSTRUCTION MEETING PRIOR TO COMMENCING WORK, HOLD PREINSTALLATION MEETINGS PRIOR TO EACH PHASE OF THE PROJECT, AND HOLD REGULAR COORDINATION MEETINGS. 4. DO NOT SCALE OFF DRAWINGS; CONTRACTOR SHALL NOT RELY ON SCALED DIMENSION AND MEASUREMENTS. DO NOT SCALE OFF DRAWINGS; CONTRACTOR SHALL NOT RELY ON SCALED DIMENSION AND MEASUREMENTS. DO NOT SCALE OFF DRAWINGS; CONTRACTOR SHALL NOT RELY ON SCALED DIMENSION AND MEASUREMENTS. DRAWINGS SCALES ARE INDICATED AS A GENERAL REFERENCE. CONTRACTOR SHALL TAKE ACTUAL MEASUREMENTS IN THE FIELD. 5. COORDINATE BUILDING ACCESS AND CONSTRUCTION SCHEDULING WITH VA. COORDINATE BUILDING ACCESS AND CONSTRUCTION SCHEDULING WITH VA. COORDINATE BUILDING ACCESS AND CONSTRUCTION SCHEDULING WITH VA. 6. REMOVE ALL DEBRIS AND LEAVE WORK AREA IN CLEAN ORDERLY MANNER. VERIFY WITH COR IF BROOM REMOVE ALL DEBRIS AND LEAVE WORK AREA IN CLEAN ORDERLY MANNER. VERIFY WITH COR IF BROOM REMOVE ALL DEBRIS AND LEAVE WORK AREA IN CLEAN ORDERLY MANNER. VERIFY WITH COR IF BROOM SWEEPING IS ALLOWED TO BE USED DURING DEMOLITION OR CONSTRUCTION. 7. WORK SHALL BE GOVERNED BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND ORDINANCES WORK SHALL BE GOVERNED BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND ORDINANCES WORK SHALL BE GOVERNED BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND ORDINANCES INCLUDING FIRE CODES AND THE DEPARTMENT OF VETERANS AFFAIR'S REQUIREMENTS AND GUIDELINES. 8. UNDER NO CIRCUMSTANCES SHALL CONSTRUCTION ACTIVITIES INTERFERE WITH SAFETY OF THE PUBLIC, OWNER'S UNDER NO CIRCUMSTANCES SHALL CONSTRUCTION ACTIVITIES INTERFERE WITH SAFETY OF THE PUBLIC, OWNER'S UNDER NO CIRCUMSTANCES SHALL CONSTRUCTION ACTIVITIES INTERFERE WITH SAFETY OF THE PUBLIC, OWNER'S EMPLOYEES, OR CONSTRUCTION PERSONNEL. ADHERE STRICTLY TO CONFINES OF AREAS OF WORK; DO NOT INTERRUPT HOSPITAL FUNCTIONS AT ANY TIME. REMAINING AREAS OF THE BUILDING OUTSIDE THE LIMITS OF CONSTRUCTION SHALL REMAIN OPERATIONAL AND NOT BE DISRUPTED BY THE SCOPE OF THIS WORK. 9. DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE DRAWINGS REPRESENT THE INTENT OF THE PROJECT WORK. ALL DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE DRAWINGS REPRESENT THE INTENT OF THE PROJECT WORK. ALL DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE DRAWINGS REPRESENT THE INTENT OF THE PROJECT WORK. ALL FIELDS CONDITIONS, OFFSETS, TRANSITIONS, ETC. ARE NOT REPRESENTED. DUE TO THE POSSIBILITY OF DISCREPANCIES THE CONTRACTOR SHOULD VERIFY EXISTING CONDITIONS BEFORE BEGINNING CONSTRUCTION AND NOTIFY THE COR IMMEDIATELY OF ANY DISCREPANCIES. ALL BUILDING FLOOR LEVELS SHALL BE FIELD VERIFIED. 10. WHERE WORK IS DONE IN EXISTING AREAS, THE EXISTING FINISHED CONDITIONS ARE TO BE REPAIRED OR WHERE WORK IS DONE IN EXISTING AREAS, THE EXISTING FINISHED CONDITIONS ARE TO BE REPAIRED OR REPLACED. THESE FINISHED CONDITIONS ARE TO MATCH EXISTING UNLESS OTHERWISE NOTED. WHERE NEW FINISHED CONDITIONS ARE TO BE INSTALLED, EXISTING FINISHED CONDITIONS ARE TO BE REMOVED BY THE CONTRACTOR. 11. CONTRACTOR SHALL REFER TO THE SPECIFICATION FOR INFORMATION NOT COVERED BY THE DRAWINGS. IN CASE CONTRACTOR SHALL REFER TO THE SPECIFICATION FOR INFORMATION NOT COVERED BY THE DRAWINGS. IN CASE OF CONFLICT BETWEEN DRAWING AND SPECIFICATION, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. . 12. UTILITIES AND SYSTEMS SERVING AREAS OUTSIDE THE CONSTRUCTION LIMITS SHALL REMAIN (UNLESS INDICATED UTILITIES AND SYSTEMS SERVING AREAS OUTSIDE THE CONSTRUCTION LIMITS SHALL REMAIN (UNLESS INDICATED TO BE REMOVED OR RELOCATED) REMOVE ALL OTHER UTILITIES SERVING ITEMS/FIXTURES, DEVICES SHOWN TO BE DEMOLISHED. REMOVE UTILITIES BACK TO ACTIVE LINE OR BRANCH OR TO THE SOURCE. 13. CONTRACTOR IS RESPONSIBLE FOR COORDINATION BETWEEN TRADES. COORDINATE UTILITIES SO THEY ARE CONTRACTOR IS RESPONSIBLE FOR COORDINATION BETWEEN TRADES. COORDINATE UTILITIES SO THEY ARE INSTALLED IN AN ORDERLY AND UNIFORM MANNER. 14. DELIVER ALL SALVAGEABLE MATERIALS SCHEDULED TO BE REMOVED TO COR. REMOVE FROM SITE ALL ITEMS NOT DELIVER ALL SALVAGEABLE MATERIALS SCHEDULED TO BE REMOVED TO COR. REMOVE FROM SITE ALL ITEMS NOT DESIRED BY COR. 15. COORDINATE NEW ITEMS: EXACT LOCATIONS OF ALL EQUIPMENT, DEVICES/OUTLETS, FIXTURES, CASEWORK, COORDINATE NEW ITEMS: EXACT LOCATIONS OF ALL EQUIPMENT, DEVICES/OUTLETS, FIXTURES, CASEWORK, MOUNTS, AND ROUTING OF UTILITIES SHALL BE COORDINATED WITH AND APPROVED BY COR. 16. PROTECT/RESTORE: PROTECT EXISTING ITEMS, EQUIPMENT, FINISHES, TO REMAIN. REPAIR/REPLACE/RESTORE PROTECT/RESTORE: PROTECT EXISTING ITEMS, EQUIPMENT, FINISHES, TO REMAIN. REPAIR/REPLACE/RESTORE CONDITIONS THAT ARE DAMAGED OR DISTURBED AS A RESULT OF DEMOLITION AND NEW WORK. THIS INCLUDES (BUT IS NOT LIMITED TO) PATCHING HOLES, FIXING BROKEN PAVEMENT AND UTILITIES, CAPPING UTILITIES AFTER REMOVING BRANCHES, ETC. 17. SHUTDOWNS: CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE DOWNTIME ASSOCIATED WITH SCHEDULED SHUTDOWNS: CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE DOWNTIME ASSOCIATED WITH SCHEDULED SHUTDOWNS. COORDINATE WITH COR. 18. PROVIDE TEMPORARY SIGNAGE WHEN CLOSING AN ACCESS POINT. SIGNAGE MUST CONFORM TO THE PROVIDE TEMPORARY SIGNAGE WHEN CLOSING AN ACCESS POINT. SIGNAGE MUST CONFORM TO THE FHWA MUTCD AND THE NORTH CAROLINA SUPPLEMENT. 19. CONTRACTOR TO REMOVE AND LEGALLY DISPOSE OF OFF SITE ALL EXISTING ASPHALT, ROCK, AND CONTRACTOR TO REMOVE AND LEGALLY DISPOSE OF OFF SITE ALL EXISTING ASPHALT, ROCK, AND MATERIAL REMOVED. 20. MAINTAIN ALL EXISTING UTILITIES TO STAY IN SERVICE DURING CONSTRUCTION. MAINTAIN ALL EXISTING UTILITIES TO STAY IN SERVICE DURING CONSTRUCTION. 21. CONTRACTOR TO CONTACT 811 FOR UTILITY NOTIFICATION & LOCATION 72 HOURS PRIOR TO CONTRACTOR TO CONTACT 811 FOR UTILITY NOTIFICATION & LOCATION 72 HOURS PRIOR TO CONSTRUCTION START. CONTRACTOR WILL NEED TO PERFORM SUBSURFACE UTILITY ENGINEERING FOR UTILITIES ON THE VA PROPERTY. 22. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURES OR WHERE WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINITY OF EXISTING PIPING, THE LOCATION AND ELEVATION OF THE EXISTING PIPING AND STRUCTURES SHALL BE FIELD VERIFIED BY THE CONTRACTOR. IF ANY DISCREPANCIES ARE FOUND, THEN THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 23. THE UTILITIES INDICATED ON THESE CONSTRUCTION PLANS MAY NOT BE A COMPLETE INVENTORY OF THE UTILITIES INDICATED ON THESE CONSTRUCTION PLANS MAY NOT BE A COMPLETE INVENTORY OF ALL EXISTING UTILITIES CURRENTLY ON OR NEAR THE SITE. THE SIZE AND LOCATION OF THESE UTILITIES MAY BE APPROXIMATE. NEITHER THE GOVERNMENT NOR THE ENGINEER SHALL BE HELD LIABLE FOR ANY INACCURATE UTILITY INFORMATION INDICATED, OR NOT INDICATED, ON THIS SURVEY. 24. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR THE BACK OF CURB. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR THE BACK OF CURB. 25. FIELD VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO CONSTRUCTION AND IDENTIFY DISCREPANCIES FIELD VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO CONSTRUCTION AND IDENTIFY DISCREPANCIES TO THE ENGINEER. 26. PROVIDE POSITIVE DRAINAGE IN ALL AREAS WITHOUT PONDING AFTER INSTALLATION OF NEW ASPHALT PROVIDE POSITIVE DRAINAGE IN ALL AREAS WITHOUT PONDING AFTER INSTALLATION OF NEW ASPHALT OR CONCRETE. CONTRACTOR TO TEST AND CORRECT ANY “BIRD BATH” CONDITIONS. BIRD BATH” CONDITIONS. CONDITIONS. 27. INSTALL APPROVED EXPANSION JOINTS AROUND ALL NEW CONCRETE. INSTALL APPROVED EXPANSION JOINTS AROUND ALL NEW CONCRETE. 28. FOR EASE OF READING, ITEMS TO BE DEMOLISHED ARE SHOWN IN BOLD ON THE DEMOLITION PLAN. FOR EASE OF READING, ITEMS TO BE DEMOLISHED ARE SHOWN IN BOLD ON THE DEMOLITION PLAN. 29. ALL EROSION CONTROL DEVICES SHALL BE IN PLACE AND INSPECTED BEFORE DEMOLITION ALL EROSION CONTROL DEVICES SHALL BE IN PLACE AND INSPECTED BEFORE DEMOLITION COMMENCES AND REMAIN IN PLACE FOR THE DURATION OF THE PROJECT. 30. CONSTRUCTION LIMITS ARE APPROXIMATE. CONTRACTOR TO DO A RISK ASSESSMENT EVALUATION AND CONSTRUCTION LIMITS ARE APPROXIMATE. CONTRACTOR TO DO A RISK ASSESSMENT EVALUATION AND MODIFY THE CONSTRUCTION LIMITS AND PROVIDE ANY RECOMMENDED CHANGES TO THE OWNER TO PROVIDE THE NECESSARY SAFETY LIMITS. FINAL APPROVAL BY COR. 31. CONTRACTOR CANNOT MODIFY THE CONSTRUCTION LIMITS WITHOUT COR APPROVAL.CONTRACTOR CANNOT MODIFY THE CONSTRUCTION LIMITS WITHOUT COR APPROVAL.
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PROJECT LOCATION
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NOT TO SCALE
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WATER VALVE
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WATER METER
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GUY WIRE / ANCHOR
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UTILITY POLE
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LIGHT POLE
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SEWER MANHOLE
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CROSSING SIGNAL BOX
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SEWER CLEANOUT
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DECIDUOUS TREE
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CURB INLET
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PROPERTY CORNER FOUND
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DATUM CONTROL POINT
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STORM DRAINAGE MANHOLE
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GRATED INLET
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ELECTRIC TRANSFORMER
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SOIL BORING
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FIRE HYDRANT
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TRAFFIC LIGHT
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HVAC UNIT
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TELEPHONE HANDHOLE
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GAS VALVE
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SIGN
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SPOT ELEVATION
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PL NOT SURVEYED
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PROPERTY LINE (PL)
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RIGHT-OF-WAY LINE
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EDGE OF RIPRAP
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TREE LINE
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CHAIN-LINK FENCE
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WALL
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CONTOUR MAJOR
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CONTOUR MINOR
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STORM DRAINAGE PIPE
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U/G TELEPHONE
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U/G WATER LINE
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OVERHEAD UTILITY WIRES
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GRAVITY SEWER
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U/G ELECTRIC LINE
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CURB & GUTTER
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CENTERLINE OF ROAD
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U/G GAS
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WATER MANHOLE
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ELECTRIC MANHOLE
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ELECTRIC HANDHOLE
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PARKING TICKET BOX
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BOLLARD
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CONTROLS BOX
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FIRE DEPT. CONNECTION
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UTILITY POLE LIGHT & DROP
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UNKNOWN U/G UTILITY
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END OF SIGNAL (SUE)
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DESTINATION UNKNOWN
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OPEN THROAT CURB INLET
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TELEPHONE CALLBOX
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VENT PIPE
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PARKING PAYMENT BOX
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HAND RAIL
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U/G RECLAIMED WATER
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PARKING GATE
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RECLAIMED WATER MANHOLE
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SHRUB LINE
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COMPUTED POINT
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AutoCAD SHX Text A
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AutoCAD SHX Text F
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MRI
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BOOTH
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FULTON STREET
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ERWIN ROAD
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AutoCAD SHX Text CIP CAST IRON PIPE CAST IRON PIPE CLF CHAIN-LINK FENCE CHAIN-LINK FENCE CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CONC. CONCRETE CONCRETE CONCRETE D1 DECK 1 DECK 1 D2 DECK 2 DECK 2 DB DEED BOOK DEED BOOK DIP DUCTILE IRON PIPE DUCTILE IRON PIPE ELEV ELEVATION ELEVATION FFE FINISHED FLOOR ELEVATION FINISHED FLOOR ELEVATION INV INVERT INVERT IRF IRON ROD FOUND IRON ROD FOUND MAG MAGNOLIA MAGNOLIA MAP MAPLE MAPLE N/F NOW OR FORMERLY NOW OR FORMERLY NCF NO CORNER FOUND NO CORNER FOUND PB PLAT BOOK PLAT BOOK PG PAGE PAGE PIV POST INDICATOR VALVE POST INDICATOR VALVE PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE R/W RIGHT-OF-WAY RIGHT-OF-WAY RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE SF SQUARE FEET SQUARE FEET SSMH SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE TDL TREE DRIP LINE TREE DRIP LINE TP TERRACOTTA (TILE/CLAY) PIPE TERRACOTTA (TILE/CLAY) PIPE TYP TYPICALTYPICAL
AutoCAD SHX Text BUILDING LEGEND 1. MAIN BUILDING MAIN BUILDING 5. MIRECC MIRECC 6. RESEARCH SHOPS RESEARCH SHOPS 7. BOILER PLANT BOILER PLANT 8. MENTAL HEALTH MENTAL HEALTH 9. A.C. PLANT A.C. PLANT 10. RESEARCH RESEARCH 11. FLAGPOLE FLAGPOLE 12. OXYGEN TANK OXYGEN TANK 13. STORAGE STORAGE 14. ANIMAL RESEARCH ANIMAL RESEARCH 15. RESEARCH RESEARCH 16. RESEARCH & EDUCATION RESEARCH & EDUCATION 18 GENERATORS GENERATORS 19. GENERATOR GENERATOR 20. SUBSTATION SUBSTATION 21. TRANSFORMER TRANSFORMER 23. E.C.R.C. E.C.R.C. 24. GROUNDS SHOP GROUNDS SHOP 25. SUBSTATION SUBSTATION 26. PARKING GARAGE A PARKING GARAGE A 27. TRANSFORMER TRANSFORMER 28. GENERATOR GENERATOR 33 PARKING GARAGE BPARKING GARAGE B
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LIMITS OF SURVEY
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W
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A
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V
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I A
B
D
H
P
B
L
C
W
N/F
HINES GLOBAL REIT
HOCK PLAZA I LLC
PIN: 0812-15-72-2463
2424 ERWIN ROAD
DB 6556 PG 318
PB 168 PG 349
PB 158 PG 305
PB 41 PG 34
PB 50 PG 92
N/F
UNITED STATES OF AMERICA
PIN: 0812-16-72-9366
508 FULTON STREET
DB 180 PG 185
DB 204 PG 328
N/F
DUKE UNIVERSITY
PIN: 0811-05-69-9253
DB 174 PG 153
PB 188 PG 289
PB 192 PG 173
S 79°23'15" E 637.50'
N C Grid - NAD 83 (2011)
GRAPHIC SCALE
1" = 30'
TBM-1
W
D
IN
LE
T
W
G
G
G
E
D
V
S
D
G G
INL
ET
W
V
D
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W
R/C
R/C
S
S
S
TWT-1
TWT-2
D
N 88°32'30" E 93.11'
N00°00'43"W 323.81'
L
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CONTROL LINE
N 52°23'40" W
78.36'
SYMBOL LEGEND
INLET
S
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R/C
SURVEY CONTROL LINE LEGEND
Drawing Title
Approved for Design Concept:
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date
PROJECT LEADER/ARCHITECT:
DURHAM VAMC
Durham VAMC Dept. of
Veterans Affairs
508 Fulton Street
Durham, NC 27705
EXPAND PARKING GARAGE
BUILDING 33
Bldg-33 o n e e i g h t h i n c h o n e f o o t 1 o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t
B
A
C
D
E
F
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
10/17/18
OFFICE OF
FACILITIES
MANAGEMENT
558-318
VA Project Number
MICHAEL JAKUBIAK (COR)
PROJECT ENGINEER
919-286-0411
13.1058 t h r e e i n c h e s o n e f o o t
BID SET
Structural
AMERICAN
STRUCTUREPOINT
7260 Shadeland
Station
Indianapolis, IN 46256
Tele: 317-547-5580
MEP Engineer
APOGEE CONSULTING
GROUP
1151 Kildaire Farm Road, Suite 120
Cary, NC 27511
Tele: 919-858-7420
Civil Engineer
GUIDON DESIGN
INC.
905 N. Capitol Ave.
Suite 100
Indianapolis, IN 46204
Tele: 317-800-6388
Functional Design
CARL WALKER INC.
14045 Ballantyne Corp.
Place, Suite 380
Charlotte, NC 28277
Tele: 704-716-8000
905 N. Capitol Ave. Suite 100 Indianapolis, IN 46204
317.800.6388 WWW.GUIDONDESIGN.COM
SUSTAINABLE ARCHITECTURE + ENGINEERING
N
ABBREVIATIONS
CIP CAST IRON PIPE
CLF CHAIN-LINK FENCE
CMP CORRUGATED METAL PIPE
CONC. CONCRETE
D1 DECK 1
D2 DECK 2
DB DEED BOOK
DIP DUCTILE IRON PIPE
ELEV ELEVATION
FFE FINISHED FLOOR ELEVATION
INV INVERT
IRF IRON ROD FOUND
MAG MAGNOLIA
MAP MAPLE
N/F NOW OR FORMERLY
NCF NO CORNER FOUND
PB PLAT BOOK
PG PAGE
PIV POST INDICATOR VALVE
PVC POLYVINYL CHLORIDE
R/W RIGHT-OF-WAY
RCP REINFORCED CONCRETE PIPE
SF SQUARE FEET
SSMH SANITARY SEWER MANHOLE
TDL TREE DRIP LINE
TP TERRACOTTA (TILE/CLAY) PIPE
TYP TYPICAL
PRELIMINARY PLAT
NOT FOR RECORDATION, CONVEYANCES OR SALES
THIS MAP IS SUBMITTED FOR REVIEW PURPOSES ONLY
VICINITY MAP (NTS)
I, CHAD T. HOWARD, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION, FROM AN
ACTUAL GROUND (CONVENTIONAL) AND GPS SURVEY MADE UNDER MY SUPERVISION;
THAT THE GPS SURVEY INFORMATION (METADATA) HAS BEEN REPORTED HEREON UNDER THE
"SURVEY CONTROL / GRID TIE NOTES";
THAT SURVEYED PROPERTY LINES SHOWN HEREON ARE BASED UPON THE DEEDS AND PLATS
REPORTED HEREON;
THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS SUCH AND ARE BASED
UPON THE DEEDS AND PLATS REPORTED HEREON;
THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY HAS BEEN REPORTED HEREON;
THAT THE PLANIMETRIC AND TOPOGRAPHIC INFORMATION DEPICTED ON THIS MAP COMPLIES
WITH NATIONAL MAP ACCURACY STANDARDS AND THE REQUIREMENTS OF THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600).
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS 31st DAY OF
OCTOBER, IN THE YEAR OF OUR LORD 2013.
CHAD T. HOWARD LICENSE NO. L-4220
SURVEY CONTROL / GRID TIE NOTES
1) DATUM DESCRIPTION:
NC STATE PLANE COORDINATE SYSTEM
NAD83 (2011) [EPOCH: 2010.00]
NAVD88 [GEOID 2012]
2) UNIT OF MEASUREMENT: U.S. SURVEY FOOT
3) GPS FIELD PROCEDURE: REAL TIME NETWORK (VRS)
4) DATE OF GPS SURVEY: 09/30/2013
5) GPS ANTENNA: TRIMBLE R8-3 (SERIAL # 5009418437)
6) PUBLISHED / FIXED CONTROL USED:
NAME: DURH PID: DG9328
LATITUDE: 35°59'46.12941" ELLIPSOID HEIGHT: 385.39
LONGITUDE: 78°53'58.03641" GEOID HEIGHT: -102.79
7) ADJUSTMENT: SURVEY DATA WAS POST PROCESSED WITH TRIMBLE
GEOMATICS OFFICE (TGO) USING A NETWORK LEAST SQUARES
ADJUSTMENT AT THE 95% CONFIDENCE LEVEL.
8) CLASS OF SURVEY: CLASS A
9) POSITIONAL ACCURACY: 0.04'
10) POINT OF LOCALIZATION: CONTROL POINT #1
11) COMBINED FACTOR: 0.9999452779
SURVEY NOTES
1) THE PURPOSE OF THIS PLAT IS TO REFLECT THE EXISTING PLANIMETRIC AND
TOPOGRAPHIC CONDITIONS OF A PORTION OF THE VETERANS AFFAIRS MEDICAL
CENTER IN DURHAM, NC. THE LIMITS OF THIS SURVEY LIE WITHIN THE CONFINES OF
DURHAM COUNTY TAX PARCEL NUMBER 0812-16-72-9366.
2) PROPERTIES SHOWN HEREON ARE SUBJECT TO EASEMENTS AND RESTRICTIONS OF
RECORD THAT WOULD BE REVEALED BY A THOROUGH TITLE SEARCH. THIS PLAT
SHOULD NOT BE RELIED UPON AS A COMPLETE RECORD OF ALL EASEMENTS THAT
MAY EFFECT THESE PROPERTIES.
3) ALL UNDERGROUND UTILITIES SHOWN HEREON WERE LOCATED IN ACCORDANCE
WITH QUALITY LEVEL "B" SUBSURFACE UTILITY ENGINEERING STANDARDS. THIS
QUALITY LEVEL DOES NOT GUARANTEE THE LOCATION OF ALL UNDERGROUND
UTILITIES THAT MAY EXIST WITHIN THE LIMITS OF THIS SURVEY. THIS MAP SHOULD
NOT BE RELIED UPON AS A COMPLETE DEPICTION OF ALL UNDERGROUND UTILITY
APPURTENANCES THAT MAY EXIST WITHIN THE LIMITS OF THIS SURVEY. NOT ALL
UNDERGROUND UTILITY APPURTENANCES CAN BE DETECTED AND TRACED WITH OUR
EQUIPMENT. USE OF THIS MAP DOES NOT NEGATE ANY PARTY'S RESPONSIBILITY TO
CONTACT "ONE-CALL" PRIOR TO PERFORMING EXCAVATIONS INSIDE THE LIMITS OF
THIS SURVEY.
4) ALL DISTANCES AND COORDINATES SHOWN HEREON ARE LOCALIZED, GROUND
INFORMATION, UNLESS SPECIFICALLY NOTED AS "GRID".
5) UPON EXAMINATION OF FLOOD INSURANCE RATE MAP, PANEL NUMBER 0812 OF
COMMUNITY NUMBER 370086 (CITY OF DURHAM), BEARING MAP # 3720081200J, DATED
MAY 2, 2006: THE SURVEYED AREA LIES IN ZONE "X", WHICH IS AN AREA DETERMINED
TO BE OUTSIDE THE 0.2% ANNUAL CHANCE AND FUTURE CONDITIONS 1% ANNUAL
CHANCE FLOODPLAIN.
AREA
OF
SURVEY
NOTE CONCERNING THE RIGHT-OF-WAY OF ERWIN ROAD
THE RIGHT-OF-WAY (R/W) OF ERWIN ROAD AFFECTING THE SUBJECT PROPERTY HAS
BEEN SHOWN IN ITS APPROXIMATE POSITION BASED UPON NCDOT PROJECT 9.7050510,
PLAT BOOK 188 PAGE 289 AND PLAT BOOK 192 PAGE 173. NO PHYSICAL EVIDENCE WAS
FOUND TO SUPPORT THE POSITION OF THE R/W ON THE SUBJECT PROPERTY. THE TWO
PLATS REFERENCED HEREIN PROVIDED THE MEANS TO PLACE THE NCDOT PLANS INTO
OUR NORTH CAROLINA STATE PLANE COORDINATE SYSTEM.
THE SURVEYOR REQUESTED R/W PLANS AND DEED DOCUMENTS THAT SUPPORT THE
NCDOT'S RIGHTS TO THE LAND BURDENED BY THE R/W. THE NCDOT R/W OFFICE IN
DURHAM, NC PROVIDED ONLY PLANS. THE SURVEYOR'S RESEARCH FOR THE PROPERTY
UNCOVERED NO DEED DOCUMENTS BY WHICH THE UNITED STATES OF AMERICA
GRANTED ANY RIGHT-OF-WAY OR EASEMENT TO THE NCDOT.
THE SOUTHERN PROPERTY LINES OF THE SUBJECT PROPERTY HAVE BEEN SHOWN IN
THEIR APPROXIMATE LOCATION (AS PROPERTY LINES NOT SURVEYED) BECAUSE NO FEE
GRANT OF LAND INTO R/W WAS UNCOVERED BY OUR RESEARCH.
TOPOGRAPHIC SURVEY
VF101
N
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ELEC. PANEL
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GATE (TYP)
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ELECTRIC CONDUIT STUB-OUT
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PARKING RATES
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SIGN "EXIT"
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SIGN GARAGE
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SIGN
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SIGN "VA MEDICAL CENTER"
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SIGN 'ONE-WAY'
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TELEPHONE CONDUIT STUB-OUT
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A/G ELECTRIC CONDUIT
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5/8"IRF N 822,377.60' E 2,017,409.53'
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5/8"IRF
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SB-E1
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CONC.
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ASPHALT
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15"RCP
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15"RCP
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6"PVC
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24"RCP
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36"DIP
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15"DIP
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12"RCP
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15"DIP
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STORM MANHOLE RIM ELEV=369.22' INV IN (E)=355.22' INV OUT (N)=355.12'
AutoCAD SHX Text CONC. CATCH BASIN w/ MANHOLE RIM ELEV=363.98' FLOW INV=363.31' INV IN (S)=359.38' INV IN (E)=361.68' INV OUT (W)=357.78'
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CONC. STORM VAULT RIM ELEV=372.50' INV IN (SE)=362.20' INV OUT (N)=361.00'
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STORM MANHOLE RIM ELEV=384.53' INV IN (S)=375.93' INV OUT (NW)=366.63'
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GRATED INLET GRATE ELEV=385.55' INV IN (S)=382.60' INV OUT (N)=382.25'
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RIM ELEV=393.97' INV IN (W)=385.97' INV IN (SE)=385.86' INV OUT (N)=385.86'
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15"DIP
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STORM GRATE GRATE ELEV=384.72' BOTTOM=383.42'
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STORM GRATE GRATE ELEV=384.81' BOTTOM=383.51'
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15"RCP
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15"RCP
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18"RCP
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18"CIP
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12"CIP
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12"CIP
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6"CIP
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18"RCP
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12"RCP
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12"RCP
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8"CIP
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18"RCP
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CURB INLET GRATE ELEV=402.56' INV OUT (W)=399.36'
AutoCAD SHX Text CURB INLET GRATE ELEV=392.60' INV IN (S)=389.40' INV IN (E)=382.60' INV OUT (N)=383.70'
AutoCAD SHX Text STORM MANHOLE RIM ELEV=384.40' INV IN (S)=380.30' INV IN (W)=379.80' INV OUT (N)=379.65'
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GRATED INLET GRATE ELEV=383.54' FILLED WITH DEBRIS
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GRATED INLET GRATE ELEV=381.16' INV IN (SE)=374.26' INV OUT (NE)=374.16'
AutoCAD SHX Text GRATED INLET GRATE ELEV=382.55' INV IN (NE)=380.25' INV OUT (S)=379.20' INV OUT (N)=374.25'
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8"PVC
AutoCAD SHX Text GRATED INLET GRATE ELEV=380.06' INV IN (SW)=373.76' INV IN (E)=375.06' INV OUT (NW)=373.56'
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8"CIP
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GRATED INLET GRATE ELEV=378.35' INV (SW)=375.45'
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GRATED INLET GRATE ELEV=378.77' INV IN (SE)=372.97' INV OUT (NW)=372.77'
AutoCAD SHX Text STORM MANHOLE RIM ELEV=378.47' INV IN (SE)=372.27' INV IN (S)=372.17' INV OUT (N)=370.17'
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SSMH RIM ELEV=382.86' FILLED WITH WATER
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SSMH RIM ELEV=384.96' COULD NOT OPEN
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18"RCP
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SSMH RIM ELEV=389.05' INV (E)=386.00' INV (N)=380.95'
AutoCAD SHX Text PARKING DECK #1 CONCRETE w/ BRICK FACE
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2-STORY BRICK & STUCCO "BUILDING #8" FFE=397.5'
AutoCAD SHX Text PARKING DECK #2 CONCRETE w/ BRICK FACE
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4"PVC INV=397.88'
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4"PVC INV=397.93'
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GRATED INLET GRATE ELEV=396.35' INV (E)=390.25'
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GRATED INLET GRATE ELEV=395.80' INV (W)=388.95' =388.95' INV (E)=388.70'
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RAILROAD TIE WALL
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BRICK (TYP)
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BRICK (TYP)
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CONC.
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(D1) FFE=397.77' TOP WALL=401.36'
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(D2) FFE=408.75' TOP WALL=412.36'
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(D1) FFE=397.49' TOP WALL=401.36'
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(D2) FFE=408.40' TOP WALL=412.35'
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(D2) FFE=408.01' TOP WALL=412.31'
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(D2) FFE=408.09' TOP WALL=412.37'
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(D2) FFE=408.69' TOP WALL=412.34'
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(D2) FFE=408.91' TOP WALL=412.38'
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(D1) FFE=397.89' TOP WALL=401.39'
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(D2) FFE=407.97' TOP WALL=412.33'
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(D2) FFE=408.93' TOP WALL=412.33'
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(D2) FFE =408.85'
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(D2) FFE =409.34'
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(D2) FFE=408.94' TOP WALL=412.37'
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(D2) FFE=408.08' TOP WALL=412.36'
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(D2) FFE=408.41' TOP WALL=412.38'
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(D2) FFE=408.00' TOP WALL=412.34'
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(D2) FFE=408.37' TOP WALL=412.34'
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(D2) FFE=408.65' TOP WALL=412.37'
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(D2) FFE=408.87' TOP WALL=412.38'
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TDL
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TDL
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TDL
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TDL
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TDL
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TDL
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TDL
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12"MAP
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12"MAG
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30"OAK
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30"OAK
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30"OAK
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30"OAK
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ASPHALT
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ASPHALT
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GRAVEL
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GRASS
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GRATED INLET GRATE ELEV=392.89' INV IN (S)=387.39' INV OUT (NW)=387.19'
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GRATED INLET GRATE ELEV=393.20' INV OUT (N)=387.90'
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6'CLF
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4'CLF
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4'CLF
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SIGN 'STOP'
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SIGN 'STOP'
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SIGN 'NO LEFT TURN'
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SIGN 'TOW AWAY ZONE'
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SIGN 'STOP'
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SIGN 'STOP'
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SIGN 'GOVERNMENT PARKING' (TYPICAL)
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SIGN 'STOP'
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GRATED INLET GRATE ELEV=398.09' FILLED WITH DEBRIS
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BRIDGE 386.45'
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BRIDGE 386.05'
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BRIDGE 386.18'
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BRIDGE 386.01'
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FLY-OVER
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BRIDGE INTO
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PARKING DECK #2
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PICNIC TABLE
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BENCH
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WATER VAULT
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WATER VAULT
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TOP=400.3'
AutoCAD SHX Text SSMH RIM ELEV=380.45' INV (W)=371.25' INV (S)=376.75' INV (SE)=371.20' INV (E)=370.80'
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8"TP
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6"TP ABAN.
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6"TP
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8"TP
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4"PVC
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(ASSUMED CONNECTIVITY)
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15"RCP
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12"RCP
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5/8"IRF
AutoCAD SHX Text PROPERTY LINE NOT SURVEYED SHOWN ACCORDING TO THE GEOMETRY OF PB 168 PG 349; NO PROPERTY EVIDENCE FOUND AT THIS SOUTHWEST CORNER OF THE SUBJECT PROPERTY
AutoCAD SHX Text PROPERTY LINE NOT SURVEYED SHOWN WITHIN ERWIN ROAD IS BASED UPON THE GEOMETRY OF DB 180 PG 185; SEE NOTE CONCERNING R/W OF ERWIN RD.
AutoCAD SHX Text RIGHT-OF-WAY LINES SHOWN PER NCDOT PROJECT 9.7050510 SEE NOTE CONCERNING R/W OF ERWIN RD.
AutoCAD SHX Text RIGHT-OF-WAY LINE SHOWN PER NCDOT PROJECT 9.7050510 SEE NOTE CONCERNING R/W OF ERWIN RD.
AutoCAD SHX Text RIGHT-OF-WAY LINE SHOWN PER PB 188 PG 289 AND PB 192 PG 173 SEE NOTE CONCERNING R/W OF ERWIN RD.
AutoCAD SHX Text PROPERTY LINE NOT SURVEYED SHOWN WITHIN ERWIN ROAD IS BASED UPON THE GEOMETRY OF DB 180 PG 185; SEE NOTE CONCERNING R/W OF ERWIN RD.
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CURB INLET GRATE ELEV=403.89' INV OUT (W)=400.89'
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NCF
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NCF
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NCF
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NCF
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NCF
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NCF
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NCF
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PKF N 821,985.06' E 2,017,636.66'
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IPF BENT
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PKF
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IPF
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WATER VALVE
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WATER METER
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GUY WIRE / ANCHOR
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UTILITY POLE
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LIGHT POLE
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SEWER MANHOLE
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CROSSING SIGNAL BOX
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SEWER CLEANOUT
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DECIDUOUS TREE
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CURB INLET
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PROPERTY CORNER FOUND
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DATUM CONTROL POINT
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STORM DRAINAGE MANHOLE
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GRATED INLET
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ELECTRIC TRANSFORMER
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SOIL BORING
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FIRE HYDRANT
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TRAFFIC LIGHT
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HVAC UNIT
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TELEPHONE HANDHOLE
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GAS VALVE
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SIGN
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SPOT ELEVATION
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WATER MANHOLE
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ELECTRIC MANHOLE
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ELECTRIC HANDHOLE
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PARKING TICKET BOX
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BOLLARD
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CONTROLS BOX
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FIRE DEPT. CONNECTION
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UTILITY POLE LIGHT & DROP
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END OF SIGNAL (SUE)
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DESTINATION UNKNOWN
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OPEN THROAT CURB INLET
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TELEPHONE CALLBOX
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VENT PIPE
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PARKING PAYMENT BOX
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PARKING GATE
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RECLAIMED WATER MANHOLE
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COMPUTED POINT
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PL NOT SURVEYED
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PROPERTY LINE (PL)
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RIGHT-OF-WAY LINE
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EDGE OF RIPRAP
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TREE LINE
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CHAIN-LINK FENCE
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WALL
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CONTOUR MAJOR
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CONTOUR MINOR
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STORM DRAINAGE PIPE
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U/G TELEPHONE
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U/G WATER LINE
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OVERHEAD UTILITY WIRES
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GRAVITY SEWER
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U/G ELECTRIC LINE
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CURB & GUTTER
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CENTERLINE OF ROAD
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U/G GAS
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UNKNOWN U/G UTILITY
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HAND RAIL
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U/G RECLAIMED WATER
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SHRUB LINE
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ERWIN RD
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MORREENE RD
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RESEARCH DR
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CIRCUIT DR
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ERWIN RD
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FULTON ST
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ELBA ST
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TRENT DR
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DURHAM FREEWAY
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DOUGLAS ST
PRATT ST
R
R
I A
B
D
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L
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S 79°23'15" E 637.50'
W
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INL
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D
N 88°32'30" E 93.11'
N00°00'43"W 323.81'
CONTROL LINE
N 52°23'40" W
78.36'
Drawing Title
Approved for Design Concept:
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date
PROJECT LEADER/ARCHITECT:
DURHAM VAMC
Durham VAMC Dept. of
Veterans Affairs
508 Fulton Street
Durham, NC 27705
EXPAND PARKING GARAGE
BUILDING 33
Bldg-33 o n e e i g h t h i n c h o n e f o o t 1 o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t
B
A
C
D
E
F
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
10/17/18
OFFICE OF
FACILITIES
MANAGEMENT
558-318
VA Project Number
MICHAEL JAKUBIAK (COR)
PROJECT ENGINEER
919-286-0411
13.1058 t h r e e i n c h e s o n e f o o t
BID SET
Structural
AMERICAN
STRUCTUREPOINT
7260 Shadeland
Station
Indianapolis, IN 46256
Tele: 317-547-5580
MEP Engineer
APOGEE CONSULTING
GROUP
1151 Kildaire Farm Road, Suite 120
Cary, NC 27511
Tele: 919-858-7420
Civil Engineer
GUIDON DESIGN
INC.
905 N. Capitol Ave.
Suite 100
Indianapolis, IN 46204
Tele: 317-800-6388
Functional Design
CARL WALKER INC.
14045 Ballantyne Corp.
Place, Suite 380
Charlotte, NC 28277
Tele: 704-716-8000
905 N. Capitol Ave. Suite 100 Indianapolis, IN 46204
317.800.6388 WWW.GUIDONDESIGN.COM
SUSTAINABLE ARCHITECTURE + ENGINEERING
N
0 20 40
CMB
SLP
EROSION CONTROL
AND CONSTRUCTION
STAGING PLAN
CG101
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5/8"IRF N 822,377.60' E 2,017,409.53'
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5/8"IRF
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TDL
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TDL
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TDL
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TDL
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TDL
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TDL
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TDL
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12"MAP
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12"MAG
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30"OAK
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30"OAK
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30"OAK
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30"OAK
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6'CLF
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4'CLF
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4'CLF
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SIGN 'STOP'
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SIGN 'STOP'
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BRIDGE 386.45'
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BRIDGE 386.05'
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BRIDGE 386.18'
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BRIDGE 386.01'
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FLY-OVER
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BRIDGE INTO
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PARKING DECK #2
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PICNIC TABLE
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BENCH
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5/8"IRF
AutoCAD SHX Text PROPERTY LINE NOT SURVEYED SHOWN ACCORDING TO THE GEOMETRY OF PB 168 PG 349; NO PROPERTY EVIDENCE FOUND AT THIS SOUTHWEST CORNER OF THE SUBJECT PROPERTY
AutoCAD SHX Text PROPERTY LINE NOT SURVEYED SHOWN WITHIN ERWIN ROAD IS BASED UPON THE GEOMETRY OF DB 180 PG 185; SEE NOTE CONCERNING R/W OF ERWIN RD.
AutoCAD SHX Text RIGHT-OF-WAY LINES SHOWN PER NCDOT PROJECT 9.7050510 SEE NOTE CONCERNING R/W OF ERWIN RD.
AutoCAD SHX Text RIGHT-OF-WAY LINE SHOWN PER NCDOT PROJECT 9.7050510 SEE NOTE CONCERNING R/W OF ERWIN RD.
AutoCAD SHX Text RIGHT-OF-WAY LINE SHOWN PER PB 188 PG 289 AND PB 192 PG 173 SEE NOTE CONCERNING R/W OF ERWIN RD.
AutoCAD SHX Text PROPERTY LINE NOT SURVEYED SHOWN WITHIN ERWIN ROAD IS BASED UPON THE GEOMETRY OF DB 180 PG 185; SEE NOTE CONCERNING R/W OF ERWIN RD.
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NCF
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PKF N 821,985.06' E 2,017,636.66'
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CONSTRUCTION LIMITS
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CONSTRUCTION LIMITS
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CONSTRUCTION LIMITS
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CONSTRUCTION LIMITS
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CONSTRUCTION LIMITS
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AREA 1
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AREA 3
AutoCAD SHX Text CONSTRUCTION FENCE TO SHIFT TO THIS LOCATION ONCE AREA 2 IS TURNED OVER TO VA, PER COR APPROVAL
AutoCAD SHX Text SIDEWALK TO REMAIN OPEN TO PEDESTRIAN TRAFFIC THROUGH CONSTRUCTION DURATION. CONTRACTOR TO MAINTAIN PEDESTRIAN SAFETY AT ALL TIMES.
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AREA 2A
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CONTRACTOR TO INSTALL LOCKING, DOUBLE SWING GATE AT THIS LOCATION
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CONTRACTOR TO INSTALL LOCKING MAN GATE AT THIS LOCATION
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CONSTRUCTION DUMPSTER
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PORT-O-LET
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COORDINATE FENCE LOCATION WITH COR PRIOR TO EACH PHASE.
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CONTRACTOR TO BLOCK ACCESS AT LOWER LEVEL DOOR
AutoCAD SHX Text CONTRACTOR TO BLOCK PEDESTRIAN WALKWAY ACCESS AT UPPER LEVEL GARAGE A. PROTECT WALKWAY DURING CONSTRUCTION.
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TERMINATE CONSTRUCTION FENCE AT BUILDING CORNER
AutoCAD SHX Text CONTRACTOR TO INSTALL LOCKING, DOUBLE SWING GATE AT THIS LOCATION FOR TEMPORARY CONSTRUCTION ENTRANCE
AutoCAD SHX Text CONTRACTOR TO INSTALL LOCKING GATE AT THIS LOCATION. SIZE TO BE COORDINATED IN FIELD TO ALLOW DELIVERY TRUCK PASSAGE.
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CONTRACTOR TO PROTECT GUY WIRE AND POLE
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CONTRACTOR TO PROTECT GUY WIRE AND POLE
AutoCAD SHX Text CONTRACTOR TO MAINTAIN FUNCTIONALITY OF FIRE DEPARTMENT CONNECTION DURING CONSTRUCTION
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PARKING GARAGE B
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PARKING GARAGE A
AutoCAD SHX Text USE THIS AREA TO MAKE UP GRADE FOR STAGING/AREA 2. COORDINATE TO SHARE AREA AND ACCESS WITH BUILDING 17 CONTRACTOR.
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AREA 2
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AREA 2B
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EROSON CONTROL KEY NOTES
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INLET PROTECTION (SEE DETAIL 1 ON CG501)
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SEDIMENT CONTROL FENCE (SEE DETAIL 3 ON CG501)
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AutoCAD SHX Text CONSTRUCTION STAGING AREA CONTRACTOR TO PROVIDE CALCULATIONS & DETAILED SECTION FOR STAGING AREA DEPENDANT ON PROPOSED CONSTRUCTION USEAGE/LOADING EXPECTED. COR TO REVIEW AND APPROVE. CONTRACTOR TO ENSURE UTILITIES ARE PROTECTED. AT MINIMUM SITE MUST UTILIZE A CONSTRUCTION ENTRANCE (SEE DETAIL 5 ON CG501).
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STAGING PLAN NOTES
AutoCAD SHX Text CONSTRUCTION TRAILER LOCATION TO BE COORDINATED WITH THE COR. AREA 1: GARAGE EXPANSION LOCATION. THIS AREA WILL BE USED THROUGHOUT THE CONSTRUCTION DURATION. AREA 2A: CONSTRUCTION STAGING AREA DURING PRE-CAST ERECTION STAGE ONLY. CONTRACTOR TO RETURN AREA TO PREVIOUS CONDITION AS INDICATED ON CS101 AND IN THE SPECIFICATIONS AFTER COMPLETION OF PRE-CAST PHASE. AREA 2B: CONSTRUCTION STAGING AREA DURING AND AFTER PRE-CAST ERECTION. THIS AREA MAY REMAIN A STAGING AREA AFTER COMPLETION OF PRE-CAST PHASE. CONTRACTOR TO SEED DISTURBED AREAS AS INDICATED ON CS101 AND IN THE SPECIFICATIONS. AREA 3: AREA OUTSIDE OF CONSTRUCTION LIMITS. AREA OUTSIDE OF CONSTRUCTION LIMITS. NOT FOR THE CONTRACTORS USE.
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AutoCAD SHX Text CONTRACTOR TO PROVIDE A CHAIN LINK FENCE FOR SECURITY THROUGHOUT THE CONSTRUCTION DURATION (SEE DETAIL 4 ON CG501)
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CONSTRUCTION LIMITS AREA LIMITS
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AutoCAD SHX Text CONSTRUCTION SIGN, ENSURE SIGN IS VISIBLE FROM ERWIN ROAD (SEE SHEET AS002 FOR DETAIL)
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CONCRETE WASHOUT LOCATION (SEE DETAIL 2 ON CG501)
ALL EROSION CONTROL PRACTICES TO CONFORM TO NCDENR DETAILS & SPECIFICATIONS
o n e e i g h t h i n c h o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t t h r e e i n c h e s o n e f o o t
Structural
AMERICAN
STRUCTUREPOINT
7260 Shadeland
Station
Indianapolis, IN 46256
Tele: 317-547-5580
MEP Engineer
APOGEE CONSULTING
GROUP
7330 Chapel Hill Road, Suite 202
Raleigh, NC 27607
Tele: 919-858-7420
Civil Engineer
GUIDON DESIGN
INC.
905 N. Capitol Ave.
Suite 100
Indianapolis, IN 46204
Tele: 317-800-6388
Functional Design
CARL WALKER INC.
14045 Ballantyne Corp.
Place, Suite 380
Charlotte, NC 28277
Tele: 704-716-8000
905 N. Capitol Ave. Suite 100 Indianapolis, IN 46204
317.800.6388 WWW.GUIDONDESIGN.COM
SUSTAINABLE ARCHITECTURE + ENGINEERING
STATE OF
ST
AC
EY L. PAUL
RE
GISTERED
INDIA NA
PROFESSI ONAL EN
GI
N
EE
R
R
I A
B
D
B
L
W
N/F
HINES GLOBAL REIT
HOCK PLAZA I LLC
PIN: 0812-15-72-2463
2424 ERWIN ROAD
DB 6556 PG 318
PB 168 PG 349
PB 158 PG 305
PB 41 PG 34
PB 50 PG 92
N/F
UNITED STATES OF AMERICA
PIN: 0812-16-72-9366
508 FULTON STREET
DB 180 PG 185
DB 204 PG 328
N/F
DUKE UNIVERSITY
PIN: 0811-05-69-9253
DB 174 PG 153
PB 188 PG 289
PB 192 PG 173
S 79°23'15" E 637.50'
TBM-1
W
D
IN
LE
T
W
G
G
G
E
D
V
S
D
G G
INL
ET
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S
S
S
TWT-1
TWT-2
D
N 88°32'30" E 93.11'
N00°00'43"W 323.81'
CONTROL LINE
N 52°23'40" W
78.36'
Drawing Title
Approved for Design Concept:
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date
PROJECT LEADER/ARCHITECT:
DURHAM VAMC
Durham VAMC Dept. of
Veterans Affairs
508 Fulton Street
Durham, NC 27705
EXPAND PARKING GARAGE
BUILDING 33
Bldg-33 o n e e i g h t h i n c h o n e f o o t 1 o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t
B
A
C
D
E
F
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
10/17/18
OFFICE OF
FACILITIES
MANAGEMENT
558-318
VA Project Number
MICHAEL JAKUBIAK (COR)
PROJECT ENGINEER
919-286-0411
13.1058 t h r e e i n c h e s o n e f o o t
BID SET
Structural
AMERICAN
STRUCTUREPOINT
7260 Shadeland
Station
Indianapolis, IN 46256
Tele: 317-547-5580
MEP Engineer
APOGEE CONSULTING
GROUP
1151 Kildaire Farm Road, Suite 120
Cary, NC 27511
Tele: 919-858-7420
Civil Engineer
GUIDON DESIGN
INC.
905 N. Capitol Ave.
Suite 100
Indianapolis, IN 46204
Tele: 317-800-6388
Functional Design
CARL WALKER INC.
14045 Ballantyne Corp.
Place, Suite 380
Charlotte, NC 28277
Tele: 704-716-8000
905 N. Capitol Ave. Suite 100 Indianapolis, IN 46204
317.800.6388 WWW.GUIDONDESIGN.COM
SUSTAINABLE ARCHITECTURE + ENGINEERING
CMB
SLP
SITE PLAN
CS101
N
0 20 40
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CONSTRUCTION LIMITS
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CONSTRUCTION LIMITS
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CONSTRUCTION LIMITS
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CONSTRUCTION LIMITS
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CONSTRUCTION LIMITS
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APPROXIMATE LOCATION OF GARAGE ELECTRICAL ROOM
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ELEC. PANEL
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GATE (TYP)
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ELECTRIC CONDUIT STUB-OUT
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PARKING RATES
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SIGN "EXIT"
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SIGN GARAGE
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SIGN
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SIGN "VA MEDICAL CENTER"
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SIGN 'ONE-WAY'
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TELEPHONE CONDUIT STUB-OUT
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GATE (TYP)
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GAS LINE MARKER
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FIBER OPTIC MARKER
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PIV
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PIV
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5/8"IRF N 822,377.60' E 2,017,409.53'
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GATE
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5/8"IRF
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CONC.
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ASPHALT
AutoCAD SHX Text PARKING DECK B CONCRETE w/ BRICK FACE
AutoCAD SHX Text PARKING DECK A CONCRETE w/ BRICK FACE
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RAILROAD TIE WALL
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BRICK (TYP)
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BRICK (TYP)
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CONC.
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TDL
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TDL
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TDL
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TDL
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TDL
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TDL
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TDL
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12"MAP
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12"MAG
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30"OAK
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30"OAK
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30"OAK
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30"OAK
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ASPHALT
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ASPHALT
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GRAVEL
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GRASS
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6'CLF
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4'CLF
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4'CLF
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SIGN 'STOP'
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SIGN 'STOP'
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SIGN 'NO LEFT TURN'
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SIGN 'TOW AWAY ZONE'
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SIGN 'STOP'
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SIGN 'STOP'
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SIGN 'GOVERNMENT PARKING' (TYPICAL)
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SIGN 'STOP'
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BRIDGE 386.45'
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BRIDGE 386.05'
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BRIDGE 386.18'
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BRIDGE 386.01'
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FLY-OVER
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BRIDGE INTO
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PARKING DECK #2
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PICNIC TABLE
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BENCH
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WATER VAULT
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WATER VAULT
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TOP=400.3'
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5/8"IRF
AutoCAD SHX Text PROPERTY LINE NOT SURVEYED SHOWN ACCORDING TO THE GEOMETRY OF PB 168 PG 349; NO PROPERTY EVIDENCE FOUND AT THIS SOUTHWEST CORNER OF THE SUBJECT PROPERTY
AutoCAD SHX Text PROPERTY LINE NOT SURVEYED SHOWN WITHIN ERWIN ROAD IS BASED UPON THE GEOMETRY OF DB 180 PG 185; SEE NOTE CONCERNING R/W OF ERWIN RD.
AutoCAD SHX Text RIGHT-OF-WAY LINES SHOWN PER NCDOT PROJECT 9.7050510 SEE NOTE CONCERNING R/W OF ERWIN RD.
AutoCAD SHX Text RIGHT-OF-WAY LINE SHOWN PER NCDOT PROJECT 9.7050510 SEE NOTE CONCERNING R/W OF ERWIN RD.
AutoCAD SHX Text RIGHT-OF-WAY LINE SHOWN PER PB 188 PG 289 AND PB 192 PG 173 SEE NOTE CONCERNING R/W OF ERWIN RD.
AutoCAD SHX Text PROPERTY LINE NOT SURVEYED SHOWN WITHIN ERWIN ROAD IS BASED UPON THE GEOMETRY OF DB 180 PG 185; SEE NOTE CONCERNING R/W OF ERWIN RD.
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NCF
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NCF
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NCF
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NCF
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NCF
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NCF
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PKF N 821,985.06' E 2,017,636.66'
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RAILROAD TIE WALL
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RAILROAD TIE WALL
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UNKNOWN UTILITY OFF VA PROPERTY, CONTRACTOR NOT TO DISTURB
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PROTECT EXISTING WALKWAY AT ALL TIMES.
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MILL AND RESURFACE ASPHALT PAVEMENT 1 " 12" (SEE DETAIL 7 ON SHEET CS501)
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SITE KEY NOTES
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REPLACE CONCRETE CURB AND GUTTER (SEE DETAIL 3 ON CS501)
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REPLACE INTEGRAL CONCRETE CURB & SIDEWALK (SEE DETAIL 2 ON CS501)
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AutoCAD SHX Text CONTRACTOR TO FILL THIS AREA TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE PARKING GARAGE. A MINIMUM OF 6 INCHES SHALL BE TOPSOIL FOR VEGATATION GROWTH
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PERMANENT SEEDING
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STOP SIGN, PER FEDERAL HIGHWAY MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
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STOP BAR, WHITE, THERMOPLASTIC, 24" WIDE
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REMOVE EXISTING SIGN
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PAVEMENT MARKINGS, 4" WIDE YELLOW, PAINTED, 1' DASH WITH 3' SKIP
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PAVEMENT MARKINGS, 4" WIDE, WHITE, PAINTED, 1' DASH WITH 3' SKIP
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CONTRACTOR TO PROTECT EXISTING FIRE DEPARTMENT CONNECTION
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REMOVE SIGNS DURING CONSTRUCTION, & RELOCATE PER VA INSTRUCTION
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AutoCAD SHX Text REMOVE SIGN DURING CONSTRUCTION, REINSTALL AT EXISTING LOCATION AFTER CONSTRUCTION
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AutoCAD SHX Text FIELD LOCATED UTILITY, TYPE UNKNOWN, CONTRACTOR TO EXPOSE AND VERIFY UTILITY DURING CONSTRUCTION IF IMPACTED BY CONSTRUCTION ACTIVITY
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AutoCAD SHX Text APPROXIMATE SEWER LATERAL LOCATION FROM VA DOCUMENTS, NOT FIELD VERIFIED. CONTRACTOR TO FIELD VERIFY SEWER LATERAL DEPTH.
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AutoCAD SHX Text REMOVE STOP SIGN DURING CONSTRUCTION, REINSTALL AT SAME LOCATION AFTER CONSTRUCTION
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REPAIR CONCRETE MEDIAN (SEE DETAIL 4 ON CS501)
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TYPE 3 UTILITY TRENCH PATCH (SEE DETAIL 1 ON CS501)
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BORE PIT LOCATION.
THREE 1" CONDUIT LINES, ONE EACH FOR POWER, SECURITY, AND DATA (SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION)
R
R
I A
B
D
B
L
W
N/F
HINES GLOBAL REIT
HOCK PLAZA I LLC
PIN: 0812-15-72-2463
2424 ERWIN ROAD
DB 6556 PG 318
PB 168 PG 349
PB 158 PG 305
PB 41 PG 34
PB 50 PG 92
N/F
UNITED STATES OF AMERICA
PIN: 0812-16-72-9366
508 FULTON STREET
DB 180 PG 185
DB 204 PG 328
N/F
DUKE UNIVERSITY
PIN: 0811-05-69-9253
DB 174 PG 153
PB 188 PG 289
PB 192 PG 173
S 79°23'15" E 637.50'
TBM-1
W
D
IN
LE
T
W
G
G
G
E
D
V
S
D
G G
INL
ET
W
V
D
D
W
R/C
R/C
S
S
S
TWT-1
TWT-2
D
N 88°32'30" E 93.11'
N00°00'43"W 323.81'
CONTROL LINE
N 52°23'40" W
78.36'
Drawing Title
Approved for Design Concept:
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date
PROJECT LEADER/ARCHITECT:
DURHAM VAMC
Durham VAMC Dept. of
Veterans Affairs
508 Fulton Street
Durham, NC 27705
EXPAND PARKING GARAGE
BUILDING 33
Bldg-33 o n e e i g h t h i n c h o n e f o o t 1 o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t
B
A
C
D
E
F
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
10/17/18
OFFICE OF
FACILITIES
MANAGEMENT
558-318
VA Project Number
MICHAEL JAKUBIAK (COR)
PROJECT ENGINEER
919-286-0411
13.1058 t h r e e i n c h e s o n e f o o t
BID SET
Structural
AMERICAN
STRUCTUREPOINT
7260 Shadeland
Station
Indianapolis, IN 46256
Tele: 317-547-5580
MEP Engineer
APOGEE CONSULTING
GROUP
1151 Kildaire Farm Road, Suite 120
Cary, NC 27511
Tele: 919-858-7420
Civil Engineer
GUIDON DESIGN
INC.
905 N. Capitol Ave.
Suite 100
Indianapolis, IN 46204
Tele: 317-800-6388
Functional Design
CARL WALKER INC.
14045 Ballantyne Corp.
Place, Suite 380
Charlotte, NC 28277
Tele: 704-716-8000
905 N. Capitol Ave. Suite 100 Indianapolis, IN 46204
317.800.6388 WWW.GUIDONDESIGN.COM
SUSTAINABLE ARCHITECTURE + ENGINEERING
CMB
SLP
MAINTENANCE OF
TRAFFIC PLAN
CS102
N
0 20 40
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APPROXIMATE LOCATION OF GARAGE ELECTRICAL ROOM
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ELEC. PANEL
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GATE (TYP)
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ELECTRIC CONDUIT STUB-OUT
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PARKING RATES
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SIGN "EXIT"
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SIGN GARAGE
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SIGN
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SIGN "VA MEDICAL CENTER"
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SIGN 'ONE-WAY'
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TELEPHONE CONDUIT STUB-OUT
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A/G ELECTRIC CONDUIT
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GATE (TYP)
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GAS LINE MARKER
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FIBER OPTIC MARKER
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PIV
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PIV
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SB-E3
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SB-E2
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SB-E4
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SB-B1
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5/8"IRF N 822,377.60' E 2,017,409.53'
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GATE
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5/8"IRF
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SB-E1
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CONC.
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ASPHALT
AutoCAD SHX Text PARKING DECK B CONCRETE w/ BRICK FACE
AutoCAD SHX Text PARKING DECK A CONCRETE w/ BRICK FACE
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RAILROAD TIE…
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