659-24-903 Salisbury Steam Line Repl - Final Bid Drawings_110.pdf
PDF 39 MB Posted
- Solicitation number
- 36C24626B0016
About this file
This file is a set of final bid construction drawings for a steam line replacement project at the Salisbury Veterans Affairs Medical Center (VAMC) in Salisbury, North Carolina. The project number is 659-24-903, and the drawings were issued at 100% construction documents phase on July 15, 2024, with revisions dated September 27, 2024. The architect/engineer of record is Above Group, Inc., located in Melbourne, Florida, with associated consultants providing mechanical, electrical, plumbing, force protection, physical security, blast design, environmental and commissioning services, life safety, CITP review, and cost estimating.
The project scope involves replacing 526 linear feet of 1965-era steam line (both 10-inch high-pressure steel and 6-inch precast concrete) with new seamless carbon steel Schedule 40 pipe measuring 10 inches in diameter, insulated with 2-inch non-ACM thermal insulation and 1-inch high-temperature polyisocyanurate foam wrapped in 10-gauge steel conduit with HDPE outer jacket. The work includes excavation and trenching of approximately 4,014 cubic yards of in-situ material, removal and replacement of steam line laterals connecting to Buildings 16 and 17 (285 linear feet of 1-inch steel pipe with 2-inch insulation), decommissioning of 1980s steam line infrastructure to be abandoned in place, demolition of associated utility access points, and restoration of sidewalks, curbs, gutters, landscaping, and roadways. The project is planned in seven phased construction phases with multiple utility access (manhole) points designed to include sump pumps, two-door ventilation, and expansion loops with anchors. The drawings include detailed site plans, grading plans, utility plans, traffic control plans, mechanical details and schedules, structural details for manhole construction, and civil demolition and existing conditions documentation spanning the medical center campus at 1601 Brenner Avenue.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Steam Line Replacement BID OPENING Abstract_signed.pdf | ||
| 36C24626B0016 0003.docx | DOCX document | |
| 36C24626B0016 0002.docx | DOCX document | |
| 01 32 16.15 - VA Mark -up.docx | DOCX document | |
| RFI Questions - RESPONSES 04082026.docx | DOCX document | |
| 01 33 23 - VA Mark-up.docx | DOCX document | |
| 36C24626B0016_2 0001.docx | DOCX document | |
| 659-24-903_Steam Line Replacement_Site Visit _Sign-In Sheet_03.25.2026.docx.pdf | ||
| Salisbury Steam Line Replacement - Final Specs - REVISED 10152025.pdf | ||
| 659-24-903 Salisbury Steam Line Repl - Final Bid Drawings.pdf | ||
| 36C24626B0016_2 solicitation.docx | DOCX document | |
| Salisbury Steam Line Replacement - Final Specs REVISED 09052025.pdf |
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Text version
PROGRESS PRINT
NOT FOR CONSTRUCTION
PROGRESS PRINT
NOT FOR CONSTRUCTION
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
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ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120
Department of Veterans Affairs Medical Center
ABOVE GROUP, INC.
MECHANICAL ELECTRICAL PLUMBING
305 EAST DRIVE, SUITE H
MELBOURNE, FL 32904
321.345.9026 P
NOT FOR CONSTRUCTION
305 East Dr., Suite H, Melbourne, Florida 32904
PH: 321.345.9026
A u to d e s k D o c s /0
S a lis b u ry
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L in e R e p la c e m e n t/
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S a lis b u ry S tm L in e R e p l.
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GI001
COVER SHEET STEAM LINE REPLACEMENT
SALISBURY VAMC
659-24-903
09/27/2024 BA JP
100% CONSTRUCTION
DOCUMENTS
STEAM LINE REPLACEMENT
VAMC - Salisbury 1601 Brenner Avenue - Salisbury, NC 28144 PROJECT #: 659-24-903
SHEET LIST
SHEET NUMBER SHEET NAME
GENERAL
GI001 COVER SHEET
CIVIL
C-3 EXISTING CONDITIONS
C-4 DEMOLITION PLAN
C-5 SITE PLAN
C-7.01 GRADING PLAN
C-7.02 GRADING PLAN
C-7.03 GRADING PLAN
C-7.04 GRADING PLAN
C-7.05 GRADING PLAN
C-8.01 UTILITY PLAN
C-8.02 UTILITY PLAN
C-8.03 UTILITY PLAN
C-8.04 UTILITY PLAN
C-8.05 UTILITY PLAN
C-8.06 UTILITY PLAN
C-8.07 UTILITY PLAN
C-9 UTILITY DETAILS
C-10.1 TRAFFIC CONTROL PLAN
C-10.2 TRAFFIC CONTROL PLAN
C-10.3 TRAFFIC CONTROL PLAN
STRUCTURAL
S-001 GENERAL NOTES AND ABBREVIATIONS
SS101 MANHOLE MH-10B PLANS AND ELEVATIONS - PHASE 3
SS102 MANHOLE MH-16A PLANS AND ELEVATIONS - PHASE 4
SS103 MANHOLE MH-17B PLANS AND ELEVATIONS - PHASE 4
SS104 MANHOLE MH-15A PLANS AND ELEVATIONS - PHASE 5
SS105 MANHOLE MH-17C PLANS AND ELEVATIONS - PHASE 5
SS106 MANHOLE MH-15B PLANS AND ELEVATIONS - PHASE 6
S-301 CONCRETE DETAILS AND SECTIONS
MECHANICAL
M-001 MECHANICAL NOTES, LEGENDS, & SYMBOLS
M-101 MECHANICAL - PHASING
MD103 SITE PLAN - MECHANICAL - DEMOLITION - PHASE 3
MD104 SITE PLAN - MECHANICAL - DEMOLITION - PHASE 4
MD106 SITE PLAN - MECHANICAL - DEMOLITION - PHASE 6
MP101 SITE PLAN - MECHANICAL - NEW WORK - PHASE 1
MP102 SITE PLAN - MECHANICAL - NEW WORK - PHASE 2
MP103 SITE PLAN - MECHANICAL - NEW WORK - PHASE 3
MP104 SITE PLAN - MECHANICAL - NEW WORK - PHASE 4
MP105 SITE PLAN - MECHANICAL - NEW WORK - PHASE 5
MP106 SITE PLAN - MECHANICAL - NEW WORK - PHASE 6
MP107 SITE PLAN - MECHANICAL - NEW WORK - PHASE 7
MD401 MH-10B - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 3
MD402 MH-16A - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 3
MD403 MH-17B - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 3
MD404 MH-1 - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 4
MD405 MH-10A - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 6
MD406 MH-C - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 6
MD407 MH-10B - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 6
MD408 MH-16A - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 6
MD409 MH-17B - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 6
MP401 MH-10B - MECH PLANS AND SECTIONS - NEW WORK - PHASE 3
MP402 MH-16A - MECH PLANS AND SECTIONS - NEW WORK - PHASE 3
MP403 MH-17B - MECH PLANS AND SECTIONS - NEW WORK - PHASE 3
MP404 MH-16A - MECH PLANS AND SECTIONS - NEW WORK - PHASE 4
MP405 MH-17B - MECH PLANS AND SECTIONS - NEW WORK - PHASE 4
MP406 MH-15A - MECH PLANS AND SECTIONS - NEW WORK - PHASE 5
MP407 MH-17C- MECH PLANS AND SECTIONS - NEW WORK - PHASE 5
MP408 MH-15B - MECH PLANS AND SECTIONS - NEW WORK - PHASE 6
MP409 B16 - MECH PLANS AND PHOTOS
MP410 B17 - MECH PLANS AND PHOTOS
M-501 MECHANICAL DETAILS
M-502 MECHANICAL EXISTING CONDITIONS DETAILS
M-801 MECHANICAL SCHEDULES
PROJECT LOCATION
© Google/Apple/Bing Maps
FORCE PROTECT
PHYSICAL SECURITY & BLAST DESIGN
10901 FRONT BEACH ROAD, SUITE 1415
PANAMA CITY BEACH, FL 32407
502.836.4232 P
ALPHA TERRA
ENVIRONMENTAL & COMMISSIONING
8626 TESORO DRIVE, SUITE 810
SAN ANTONIO, TX 78217
210.930.2834 P
STANTON ENGINEERING
SERVICES
LIFE SAFETY & CITP REVIEW
1028 OLD COLUMBIA ROAD, SUITE 275
COLUMBIA, MD 21046
410.290.9301 P
OCMI
COST ESTIMATING
2015 AYRSLEY TOWN BLVD., SUITE 202
CHARLOTTE, NC 28273
704.280.8356 P
Revisions Date
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STEAM LINE REPLACEMENT
SALISBURY, NC VA
659-24-903
7/15/2024 KVD
Revisions Date www.abovegroupinc.com COA/CA Lic. No. 31120
100% CONSTRUCTION
DOCUMENTS
305 East Dr., Suite H, Melbourne, Florida 32904
PH: 321.345.9026
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INV:671.25
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SDMH RIM: 699.67 IN(A): 692.75 IN(B): 690.55 IN(C): 694.66 OUT: 690.43
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SDMH RIM: 703.61 IN: 697.48 OUT: 697.53
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SDMH RIM: 698.07 OUT: 693.95
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SDMH RIM: 698.09 IN: 693.27 OUT: 693.09
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SDMH RIM: 703.05 IN: 697.61 OUT: 697.35
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SDMH RIM: 703.24 OUT: 698.56
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UNDERGROUND FUEL TANKS
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CB RIM: 703.67 OUT: 698.77
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STEAM OR COLD WATER ACCESS
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4'X5' BOX RCP
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SSMH RIM: 704.16 OUT: 696.05
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SSMH RIM: 704.15 IN: 694.93 OUT: 694.90
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SSMH RIM: 696.36 IN: 685.62 OUT: 685.48
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SDMH RIM: 693.11 OUT: 685.83
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SSMH RIM: 679.56 IN: 674.34 OUT: 674.14
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SSMH RIM: 672.67 IN(A): 668.08 IN(B): 668.09 IN(C): 668.11 OUT: 668.03
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SSMH RIM: 682.00 OUT: 671.28
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SDMH RIM: 689.56 FLOW: 671.54
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CB GR: 698.25 RIM: 697.04 OUT: 686.20
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SDMH RIM: 690.98 IN: 681.41 OUT: 676.12
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CB RIM: 698.84 OUT: 694.14
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SDMH RIM: 698.89 IN: 693.93 OUT: 693.74
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CB PUMP INSIDE NO INVERTS
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SUMP PUMP
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SSMH RIM: 695.07 IN:678.73 OUT: 678.52
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SSMH RIM: 696.89 IN: 684.09 OUT: 684.02
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ASPHALT
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CONTROL POINT #3 N: 706662.45 E: 1557497.03
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HAROLD E. VON DRAN, JR.
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VA FORM 08 - 6231
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Fi le
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/2
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Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
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21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
STEAM LINE REPLACEMENT
SALISBURY, NC VA
659-24-903
7/15/2024 KVD
Revisions Date www.abovegroupinc.com COA/CA Lic. No. 31120
100% CONSTRUCTION
DOCUMENTS
305 East Dr., Suite H, Melbourne, Florida 32904
PH: 321.345.9026
KVD
Feet 0 30 60
Scale: 1"=30-0"
C-4
DEMOLITION PLAN
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AutoCAD SHX Text NOTES: 1) AREA OF INTEREST FOR STEAM LINE REPLACEMENT. EXCAVATE & TRENCH AREA OF INTEREST FOR STEAM LINE REPLACEMENT. EXCAVATE & TRENCH 4,014 CY OF IN-SITU MATERIAL. LEAVE UNDERGROUND UTILITIES IN PLACE UNLESS NOTED FOR REMOVAL. 2) BOUNDARY EXTENTS FOR GROUND EXCAVATION AND TRENCHING TO REMOVE & BOUNDARY EXTENTS FOR GROUND EXCAVATION AND TRENCHING TO REMOVE & REPLACE STEAM LINE. 3) 526 LF OF 1965 STEAM LINE TO BE ABATED (BOTH 10-IN HPS AND 6-IN PC, 526 LF OF 1965 STEAM LINE TO BE ABATED (BOTH 10-IN HPS AND 6-IN PC, REMOVED AND REPLACED WITH NEW STEAM LINE. 4) REMOVE DURING CONSTRUCTION OF THE NEW STEAM LINE AFTER REMOVING THE REMOVE DURING CONSTRUCTION OF THE NEW STEAM LINE AFTER REMOVING THE 1965 STEAM. 5) ABATE, REMOVE, AND REPLACE LINE THAT CONNECTS THE BUILDING TO THE ABATE, REMOVE, AND REPLACE LINE THAT CONNECTS THE BUILDING TO THE MAIN STEAM LINE. THE TOTAL LINE ABATEMENT, REMOVAL, & REPLACEMENT FOR LATERALS CONNECTING TO BUILDINGS 16 & 17 FROM MANHOLES 16A & 17B RESPECTIVELY ARE: 285 LF OF 1-IN STEEL PIPE WITH 2-IN INSULATION. 6) DECOMMISSION 1980S STEAM LINE AND ABANDON IN PLACE AFTER THE NEW DECOMMISSION 1980S STEAM LINE AND ABANDON IN PLACE AFTER THE NEW STEAM LINE IS FULLY CONSTRUCTED AND CONNECTED INTO THE STEAM LOOP. 7) DEMOLISH 1980S UTILITY ACCESS (3) TO ABANDONED 1980S STEAM LINE. DEMOLISH 1980S UTILITY ACCESS (3) TO ABANDONED 1980S STEAM LINE. 8) REMOVE AND REPLACE SIDEWALK PANELS AS NEEDED IN ORDER TO REMOVE AND REPLACE SIDEWALK PANELS AS NEEDED IN ORDER TO ACCESS/DEMOLISH AREAS FOR NEW STEAM LINE CONSTRUCTION. 9) ALL AREAS (LANDSCAPE, ROADWAY, CURBS & GUTTERS, AND SIDEWALKS) THAT ALL AREAS (LANDSCAPE, ROADWAY, CURBS & GUTTERS, AND SIDEWALKS) THAT ARE IN THE PATH OF THE NEW STEAM LINE WILL REQUIRE TO BE REPLACED AS NEW. 10) REMOVE AND STORE ALL SIGNS WITHIN DEMOLITION AREA. REINSTALL SIGNS REMOVE AND STORE ALL SIGNS WITHIN DEMOLITION AREA. REINSTALL SIGNS AFTER COMPLETION OF CONSTRUCTION. 11) DEMOLISH AND REMOVE EXISTING MH-16A AND MH-17B.DEMOLISH AND REMOVE EXISTING MH-16A AND MH-17B.
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Project Number
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Project Title
Location
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Approved:
VA FORM 08 - 6231
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Fi le
P at h 7/
/2
:5
3:
A M
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
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F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
STEAM LINE REPLACEMENT
SALISBURY, NC VA
659-24-903
7/15/2024 KVD
Revisions Date www.abovegroupinc.com COA/CA Lic. No. 31120
100% CONSTRUCTION
DOCUMENTS
305 East Dr., Suite H, Melbourne, Florida 32904
PH: 321.345.9026
KVD
Feet 0 30 60
Scale: 1"=30-0"
C-5
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SIGN
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SIGN
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
8" RCP
AutoCAD SHX Text
24" C&G(TYP)
AutoCAD SHX Text
GP
AutoCAD SHX Text
GP
AutoCAD SHX Text GDP's
AutoCAD SHX Text GDP's
AutoCAD SHX Text
CONC.
AutoCAD SHX Text GDP's
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
GV
AutoCAD SHX Text
POSSIBLE JUNCTION
AutoCAD SHX Text
30"RCP
AutoCAD SHX Text
30"RCP
AutoCAD SHX Text
EU
AutoCAD SHX Text
8"TERR
AutoCAD SHX Text
EU
AutoCAD SHX Text
8"TERR
AutoCAD SHX Text (A)
AutoCAD SHX Text (B)
AutoCAD SHX Text (C)
AutoCAD SHX Text
15"RCP
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
15"RCP
AutoCAD SHX Text (A)
AutoCAD SHX Text (B)
AutoCAD SHX Text (C)
AutoCAD SHX Text
15"RCP
AutoCAD SHX Text
15"RCP
AutoCAD SHX Text
EU
AutoCAD SHX Text
4'X4' BOX RCP
AutoCAD SHX Text
8"TERR
AutoCAD SHX Text
8"TERR
AutoCAD SHX Text
8"TERR
AutoCAD SHX Text
8"TERR
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
SUBSTATION
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
15"CMP
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 17C
AutoCAD SHX Text 17B
AutoCAD SHX Text 17A
AutoCAD SHX Text
UNDERGROUND FUEL TANKS
AutoCAD SHX Text
STEAM OR COLD WATER ACCESS
AutoCAD SHX Text
4'X5' BOX RCP
AutoCAD SHX Text
8"TERR
AutoCAD SHX Text
SSMH RIM: 704.16 OUT: 696.05
AutoCAD SHX Text
SSMH RIM: 704.15 IN: 694.93 OUT: 694.90
AutoCAD SHX Text
SSMH RIM: 696.36 IN: 685.62 OUT: 685.48
AutoCAD SHX Text
SSMH RIM: 679.56 IN: 674.34 OUT: 674.14
AutoCAD SHX Text
8"TERR
AutoCAD SHX Text
SSMH RIM: 672.67 IN(A): 668.08 IN(B): 668.09 IN(C): 668.11 OUT: 668.03
AutoCAD SHX Text
SSMH RIM: 682.00 OUT: 671.28
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
27"RCP
AutoCAD SHX Text
SUMP PUMP
AutoCAD SHX Text
SSMH RIM: 695.07 IN:678.73 OUT: 678.52
AutoCAD SHX Text
SSMH RIM: 696.89 IN: 684.09 OUT: 684.02
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
STEAM LINE
AutoCAD SHX Text
STEAM LINE
AutoCAD SHX Text
CONTROL POINT #3 N: 706662.45 E: 1557497.03
AutoCAD SHX Text
E-BOX
AutoCAD SHX Text a
AutoCAD SHX Text a
AutoCAD SHX Text I
AutoCAD SHX Text
HAROLD E. VON DRAN, JR.
AutoCAD SHX Text 92737
AutoCAD SHX Text 9-30-24
AutoCAD SHX Text F-8920
AutoCAD SHX Text
1) THE 10-IN SEAMLESS CARBON STEEL SCHEDULE 40 LINE WITH THE 10-IN SEAMLESS CARBON STEEL SCHEDULE 40 LINE WITH 2-IN NON-ACM THERMAL INSULATION AND 1-IN HIGH TEMPERATURE POLYISOCYANURATE FOAM. THE CONDUIT SHALL BE 10 GAGE STEEL WITH AN HDPE OUTER INSULATION JACKET. 2) UNDERGROUND WARNING TAPE WILL BE BURIED ABOVE THE PIPE UNDERGROUND WARNING TAPE WILL BE BURIED ABOVE THE PIPE DURING THE TRENCH BACKFILLING APPROXIMATELY 1-FT BELOW GRADE. 3) EACH UTILITY ACCESS (MANHOLE) WILL INCLUDE A SUMP PUMP SO EACH UTILITY ACCESS (MANHOLE) WILL INCLUDE A SUMP PUMP SO THAT CONDENSATE WILL BE PUMPED OUT VIA TRUCK AND DISPOSED OF PROPERLY. 4) EACH UTILITY ACCESS WILL HAVE TWO DOORS TO ALLOW PROPER EACH UTILITY ACCESS WILL HAVE TWO DOORS TO ALLOW PROPER VENTILATION. 5) PROVIDE VENTILATION PIPES: ONE WILL TERMINATE 12-IN ABOVE PROVIDE VENTILATION PIPES: ONE WILL TERMINATE 12-IN ABOVE GRADE AND THE OTHER WILL TERMINATE 12-IN BELOW GRADE OF THE CEILING SLAB. BOTH WILL TERMINATE 18-IN ABOVE FINISH GRADE IN A GOOSENECK CONFIGURATION. 6) ALL PIPE FITTINGS SHALL BE INSULATED PER THE "STEAM, HEATING ALL PIPE FITTINGS SHALL BE INSULATED PER THE "STEAM, HEATING HOT WATER, AND OUTSIDE DISTRIBUTION SYSTEMS DESIGN MANUAL" DATED SEPTEMBER 1, 2022. 7) KEEP INTACT AS MUCH AS POSSIBLE ALL LATERALS FROM KEEP INTACT AS MUCH AS POSSIBLE ALL LATERALS FROM BUILDINGS 16 & 17. ABATE AND REMOVE ANY EXCESS STEAM LINE GOING TO UTILITY ACCESS NEAR EACH BUILDING. 8) ALL EXPANSION LOOPS AND ANCHORS ARE SUBJECT TO CHANGE ALL EXPANSION LOOPS AND ANCHORS ARE SUBJECT TO CHANGE BASED UPON MANUFACTURER'S PROVIDED CALCULATIONS EXCEPT FOR THE ANCHORS LOCATED 2-FT UPSTREAM FROM THE UTILITY ACCESS (MANHOLES).
NOTES:
A/C
E
W
WW
EX MH-17B
(OLD MH-A) EX MH-16A
(OLD MH-B)
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h 7/
/2
:5
3:
A M
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
STEAM LINE REPLACEMENT
SALISBURY, NC VA
659-24-903
7/15/2024 KVD
Revisions Date www.abovegroupinc.com COA/CA Lic. No. 31120
100% CONSTRUCTION
DOCUMENTS
305 East Dr., Suite H, Melbourne, Florida 32904
PH: 321.345.9026
KVD
Scale: 1"=5-0"
Feet 0 5 10
C-7.01
GRADING PLAN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text GDP's
AutoCAD SHX Text GDP's
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text I
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
HAROLD E. VON DRAN, JR.
AutoCAD SHX Text 92737
AutoCAD SHX Text 9-30-24
AutoCAD SHX Text F-8920
MATCHLINE - SHEET C7.02
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h 7/
/2
:5
3:
A M
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
STEAM LINE REPLACEMENT
SALISBURY, NC VA
659-24-903
7/15/2024 KVD
Revisions Date www.abovegroupinc.com COA/CA Lic. No. 31120
100% CONSTRUCTION
DOCUMENTS
305 East Dr., Suite H, Melbourne, Florida 32904
PH: 321.345.9026
KVD
Scale: 1"=5-0"
Feet 0 5 10
C-7.02
GRADING PLAN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
HAROLD E. VON DRAN, JR.
AutoCAD SHX Text 92737
AutoCAD SHX Text 9-30-24
AutoCAD SHX Text F-8920
AutoCAD SHX Text
MATCHLINE - SHEET C7.01
MATCHLINE - SHEET C7.03
P
D
T
D
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h 7/
/2
:5
3:
A M
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
STEAM LINE REPLACEMENT
SALISBURY, NC VA
659-24-903
7/15/2024 KVD
Revisions Date www.abovegroupinc.com COA/CA Lic. No. 31120
100% CONSTRUCTION
DOCUMENTS
305 East Dr., Suite H, Melbourne, Florida 32904
PH: 321.345.9026
KVD
Scale: 1"=5-0"
Feet 0 5 10
C-7.03
GRADING PLAN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
INV:671.25
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
HAROLD E. VON DRAN, JR.
AutoCAD SHX Text 92737
AutoCAD SHX Text 9-30-24
AutoCAD SHX Text F-8920
AutoCAD SHX Text
MATCHLINE - SHEET C7.04
MATCHLINE - SHEET C7.02
W
W
W
A/C
A/C
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h 7/
/2
:5
3:
A M
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
STEAM LINE REPLACEMENT
SALISBURY, NC VA
659-24-903
7/15/2024 KVD
Revisions Date www.abovegroupinc.com COA/CA Lic. No. 31120
100% CONSTRUCTION
DOCUMENTS
305 East Dr., Suite H, Melbourne, Florida 32904
PH: 321.345.9026
KVD
Scale: 1"=5-0"
Feet 0 5 10
C-7.04
GRADING PLAN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GV
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text a
AutoCAD SHX Text a
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
HAROLD E. VON DRAN, JR.
AutoCAD SHX Text 92737
AutoCAD SHX Text 9-30-24
AutoCAD SHX Text F-8920
AutoCAD SHX Text
MATCHLINE - SHEET C7.05
MATCHLINE - SHEET C7.03
W
W
W
W
A/C
A/C
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h 7/
/2
:5
3:
A M
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
STEAM LINE REPLACEMENT
SALISBURY, NC VA
659-24-903
7/15/2024 KVD
Revisions Date www.abovegroupinc.com COA/CA Lic. No. 31120
100% CONSTRUCTION
DOCUMENTS
305 East Dr., Suite H, Melbourne, Florida 32904
PH: 321.345.9026
KVD
Scale: 1"=5-0"
Feet 0 5 10
C-7.05
GRADING PLAN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
STEAM LINE
AutoCAD SHX Text
STEAM LINE
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
8" RCP
AutoCAD SHX Text a
AutoCAD SHX Text a
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
HAROLD E. VON DRAN, JR.
AutoCAD SHX Text 92737
AutoCAD SHX Text 9-30-24
AutoCAD SHX Text F-8920
MATCHLINE - SHEET C7.04
EX M
H-17B
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h 7/
/2
:5
3:
A M
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
STEAM LINE REPLACEMENT
SALISBURY, NC VA
659-24-903
7/15/2024 KVD
Revisions Date www.abovegroupinc.com COA/CA Lic. No. 31120
100% CONSTRUCTION
DOCUMENTS
305 East Dr., Suite H, Melbourne, Florida 32904
PH: 321.345.9026
KVD
Feet 0 5 10
Scale: 1"=5-0"
C-8.01
UTILITY PLAN
AutoCAD SHX Text GDP's
AutoCAD SHX Text
15"RCP
AutoCAD SHX Text I
AutoCAD SHX Text
AutoCAD SHX Text
ELBOW 1
AutoCAD SHX Text
MH-17B
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
EXCAVATION GROUND
AutoCAD SHX Text
15" RCP SD
AutoCAD SHX Text
6" WATER
AutoCAD SHX Text
DEPTH=0.15'
AutoCAD SHX Text
8" TERR SS
AutoCAD SHX Text
HAROLD E. VON DRAN, JR.
AutoCAD SHX Text 92737
AutoCAD SHX Text 9-30-24
AutoCAD SHX Text F-8920
AutoCAD SHX Text
MH-17B
ELBOW 1
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h 7/
/2
:5
3:
A M
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
STEAM LINE REPLACEMENT
SALISBURY, NC VA
659-24-903
7/15/2024 KVD
Revisions Date www.abovegroupinc.com COA/CA Lic. No. 31120
100% CONSTRUCTION
DOCUMENTS
305 East Dr., Suite H, Melbourne, Florida 32904
PH: 321.345.9026
KVD
Feet 0 5 10
Scale: 1"=5-0"
C-8.02
UTILITY PLAN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
15"RCP
AutoCAD SHX Text
15"RCP
AutoCAD SHX Text
8"TERR
AutoCAD SHX Text I
AutoCAD SHX Text
AutoCAD SHX Text
ELBOW 3
AutoCAD SHX Text
ELBOW 2
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
EXCAVATION GROUND
AutoCAD SHX Text
EXISTING ASPHALT ROADWAY
AutoCAD SHX Text
EXCAVATION GROUND
AutoCAD SHX Text
8" TERR SS
AutoCAD SHX Text
6-IN C900 WATER
AutoCAD SHX Text
6-IN C900 WATER
AutoCAD SHX Text
3" GAS
AutoCAD SHX Text
HAROLD E. VON DRAN, JR.
AutoCAD SHX Text 92737
AutoCAD SHX Text 9-30-24
AutoCAD SHX Text F-8920
AutoCAD SHX Text
ELBOW 3
ELBOW 2
EX
M
H-
A (O
LD
M
H- B)
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h 7/
/2
:5
3:
A M
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
STEAM LINE REPLACEMENT
SALISBURY, NC VA
659-24-903
7/15/2024 KVD
Revisions Date www.abovegroupinc.com COA/CA Lic. No. 31120
100% CONSTRUCTION
DOCUMENTS
305 East Dr., Suite H, Melbourne, Florida 32904
PH: 321.345.9026
KVD
Feet 0 5 10
Scale: 1"=5-0"
C-8.03
UTILITY PLAN
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
15"RCP
AutoCAD SHX Text
ELBOW 2
AutoCAD SHX Text
ELBOW 4
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
EXCAVATION GROUND
AutoCAD SHX Text
MH 16-A
AutoCAD SHX Text
15" RCP SD
AutoCAD SHX Text
12" RCP SD
AutoCAD SHX Text
DEPTH=0.52'
AutoCAD SHX Text
HAROLD E. VON DRAN, JR.
AutoCAD SHX Text 92737
AutoCAD SHX Text 9-30-24
AutoCAD SHX Text F-8920
AutoCAD SHX Text
MH-16A
AutoCAD SHX Text
ELBOW 3
ELBOW 2
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h 7/
/2
:5
3:
A M
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
STEAM LINE REPLACEMENT
SALISBURY, NC VA
659-24-903
7/15/2024 KVD
Revisions Date www.abovegroupinc.com COA/CA Lic. No. 31120
100% CONSTRUCTION
DOCUMENTS
305 East Dr., Suite H, Melbourne, Florida 32904
PH: 321.345.9026
KVD
Feet 0 5 10
Scale: 1"=5-0"
C-8.04
UTILITY PLAN
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ELBOW 3
AutoCAD SHX Text
MH-17C
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
EXCAVATION GROUND
AutoCAD SHX Text
EXISTING ASPHALT ROADWAY
AutoCAD SHX Text
12" RCP SD
AutoCAD SHX Text
6-IN C900 WATER
AutoCAD SHX Text
HAROLD E. VON DRAN, JR.
AutoCAD SHX Text 92737
AutoCAD SHX Text 9-30-24
AutoCAD SHX Text F-8920
AutoCAD SHX Text
MH-17C
ELBOW 3
T
D
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h 7/
/2
:5
3:
A M
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
STEAM LINE REPLACEMENT
SALISBURY, NC VA
659-24-903
7/15/2024 KVD
Revisions Date www.abovegroupinc.com COA/CA Lic. No. 31120
100% CONSTRUCTION
DOCUMENTS
305 East Dr., Suite H, Melbourne, Florida 32904
PH: 321.345.9026
KVD
Feet 0 5 10
Scale: 1"=5-0"
C-8.05
UTILITY PLAN
AutoCAD SHX Text
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
8"TERR
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
EXCAVATION GROUND
AutoCAD SHX Text
4' X 5' RCP BOX SD
AutoCAD SHX Text
8" TERR SS
AutoCAD SHX Text
HAROLD E. VON DRAN, JR.
AutoCAD SHX Text 92737
AutoCAD SHX Text 9-30-24
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h 7/
/2
:5
3:
A M
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
STEAM LINE REPLACEMENT
SALISBURY, NC VA
659-24-903
7/15/2024 KVD
Revisions Date www.abovegroupinc.com COA/CA Lic. No. 31120
100% CONSTRUCTION
DOCUMENTS
305 East Dr., Suite H, Melbourne, Florida 32904
PH: 321.345.9026
KVD
Feet 0 5 10
Scale: 1"=5-0"
C-8.06
UTILITY PLAN
AutoCAD SHX Text
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
AutoCAD SHX Text
MH-15A
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
EXCAVATION GROUND
AutoCAD SHX Text
3" GAS
AutoCAD SHX Text
HAROLD E. VON DRAN, JR.
AutoCAD SHX Text 92737
AutoCAD SHX Text 9-30-24
AutoCAD SHX Text F-8920
MH-15B
W
W
W
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h 7/
/2
:5
3:
A M
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
STEAM LINE REPLACEMENT
SALISBURY, NC VA
659-24-903
7/15/2024 KVD
Revisions Date www.abovegroupinc.com COA/CA Lic. No. 31120
100% CONSTRUCTION
DOCUMENTS
305 East Dr., Suite H, Melbourne, Florida 32904
PH: 321.345.9026
KVD
Feet 0 5 10
Scale: 1"=5-0"
C-8.07
UTILITY PLAN
AutoCAD SHX Text
STEAM LINE
AutoCAD SHX Text
STEAM LINE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
AutoCAD SHX Text
ELBOW 5
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
EXCAVATION GROUND
AutoCAD SHX Text
6-IN C900 WATER
AutoCAD SHX Text
HAROLD E. VON DRAN, JR.
AutoCAD SHX Text 92737
AutoCAD SHX Text 9-30-24
AutoCAD SHX Text F-8920
ELBOW 5
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h 7/
/2
:5
3:
A M
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
STEAM LINE REPLACEMENT
SALISBURY, NC VA
659-24-903
7/15/2024 KVD
Revisions Date www.abovegroupinc.com COA/CA Lic. No. 31120
100% CONSTRUCTION
DOCUMENTS
305 East Dr., Suite H, Melbourne, Florida 32904
PH: 321.345.9026
KVD
C-9
UTILITY DETAILS
STANDARD TRENCH AND PAVEMENT REPAIR
AutoCAD SHX Text
HAROLD E. VON DRAN, JR.
AutoCAD SHX Text 92737
AutoCAD SHX Text 9-30-24
E
E
WW
DD
A/C
W
W
A/C
E W
WW
D
D DI
W
P
D
T
D
B M
B M
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h 7/
/2
:5
3:
A M
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
STEAM LINE REPLACEMENT
SALISBURY, NC VA
659-24-903
7/15/2024 KVD
Revisions Date www.abovegroupinc.com COA/CA Lic. No. 31120
100% CONSTRUCTION
DOCUMENTS
305 East Dr., Suite H, Melbourne, Florida 32904
PH: 321.345.9026
KVD
LEGEND
Scale: 1"=40-0"
DETOUR
DETOUR
DETOUR
ROAD
CLOSED
DETOUR
DETOUR
DETOUR
ROAD
CLOSED
AHEAD
ROAD
CLOSED
AHEAD
ROAD
CLOSED
DETOUR
ROAD
CLOSED
AHEAD
ONE
LANE
ROAD
AHEAD
ONE
LANE
ROAD
AHEAD
Feet 0 40 80
ONE LANE
ROAD
AHEAD
ROAD
CLOSED
AHEAD
DETOUR
AHEAD
TYPE III BARRICADE
CLOSED
ROAD DETOUR
DETOURDETOUR
DETOUR
DETOUR
HEIGHT AND LOCATION OF SIGNS
UNLESS OTHERWISE NOTED ALL
WARNING SIGNS TO BE 36"x36"
SIGN NO. TOTALSIZE UNIT
RECAPITULATION OF
SIGNS, MARKINGS, BARRICADES.
C-10.1
TRAFFIC CONTROL PLAN
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
RETAINING WALL
AutoCAD SHX Text
RETAINING WALL
AutoCAD SHX Text GDP's
AutoCAD SHX Text GDP's
AutoCAD SHX Text
CONC.
AutoCAD SHX Text GDP's
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 17C
AutoCAD SHX Text 17B
AutoCAD SHX Text 17A
AutoCAD SHX Text
UNDERGROUND FUEL TANKS
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
E-BOX
AutoCAD SHX Text
HAROLD E. VON DRAN, JR.
AutoCAD SHX Text 92737
AutoCAD SHX Text 9-30-24
AutoCAD SHX Text F-8920
AutoCAD SHX Text
= REFLECTORIZED DRUMS OR FLUORESCENT ORANGE CONES OR SLIMLINE CHANNELIZERS
AutoCAD SHX Text
= TYPE III BARRICADE
AutoCAD SHX Text
= SIGN
AutoCAD SHX Text
= WORK SPACE
AutoCAD SHX Text
= FLAGGER
AutoCAD SHX Text GENERAL NOTES: 1. ALL DEVICES, THEIR INSTALLATION, AND MAINTENANCE SHALL COMPLY WITH ALL DEVICES, THEIR INSTALLATION, AND MAINTENANCE SHALL COMPLY WITH THE 2009 EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2. TRAFFIC CONTROL DEVICES SHALL MEET MASH 2009. TRAFFIC CONTROL DEVICES SHALL MEET MASH 2009. 3. ALL WORKERS SHALL WEAR HIGH VISIBILITY APPAREL MEETING ANSI 107-2010 ALL WORKERS SHALL WEAR HIGH VISIBILITY APPAREL MEETING ANSI 107-2010 CLASS 2 FOR DAY-TIME AND CLASS 3 FOR NIGHTTIME. 4. THE TRAFFIC CONTROL REQUIREMENTS SHOWN ON THESE PLANS ARE MINIMUM THE TRAFFIC CONTROL REQUIREMENTS SHOWN ON THESE PLANS ARE MINIMUM REQUIREMENTS ONLY AND DO NOT ATTEMPT TO ADDRESS IN DEPTH THE VARIETY OF SITUATIONS THAT MAY OCCUR ONCE CONSTRUCTION HAS STARTED. IN NO WAY DO THE REQUIREMENTS SHOWN ON THE PLANS RELIEVE THE CONTRACTORS OF THEIR RESPONSIBILITY FOR SELECTING THE PROPER TRAFFIC CONTROL DEVICES. ANY ADDITIONAL QUANTITIES OF TRAFFIC CONTROL DEVICES NECESSARY TO COMPLETE THE CONTRACT OR AS ORDERED INSTALLED BY THE ENGINEER SHALL BE CONSIDERED SUBSIDIARY TO THE CONTRACT LUMP SUM BID PRICE. 5. IF THE PLANS DO NOT INCLUDE A TRAFFIC CONTROL PLAN, OR SHOULD THE IF THE PLANS DO NOT INCLUDE A TRAFFIC CONTROL PLAN, OR SHOULD THE CONTRACTOR DESIRE TO CHANGE THE PLAN, A SPECIFIC TRAFFIC HANDLING PLAN THROUGH THE CONSTRUCTION AREA SHALL BE SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE SALISBURY VAMC ENGINEERS. 6. SHEETING SHALL BE AS PER VETERAN ADMINISTRATION STANDARDS. SHEETING SHALL BE AS PER VETERAN ADMINISTRATION STANDARDS. 7. ALL SIGNS SHALL BE RETRO-REFLECTIVE WITH A MATERIAL THAT HAS A ALL SIGNS SHALL BE RETRO-REFLECTIVE WITH A MATERIAL THAT HAS A SMOOTH, SEALED OUTER SURFACE. WHERE THE COLOR ORANGE IS REQUIRED, THE FLUORESCENT ORANGE COLOR SHALL BE USED. ALL ORANGE SIGNS SHALL HAVE FLUORESCENT ORANGE ASTM TYPE IV SHEETING. ALL OTHER SIGNS SHALL HAVE ASTM TYPE III SHEETING OF STANDARD COLORS. THE WHITE STRIPE ON SLIMLINE CHANNELIZERS SHALL BE ASTM TYPE III SHEETING; THE ORANGE STRIPES SHALL BE ASTM TYPE IV SHEETING. THE ENTIRE AREA OF BARRICADES RAILS, BOTH FRONT AND BACK, SHALL BE ASTM TYPE III SHEETING. THE WHITE STRIPES ON TUBULAR MARKERS SHALL BE ASTM TYPE III SHEETING. THE ENTIRE AREA OF VERTICAL PANELS, BOTH FRONT AND BACK, SHALL HAVE ASTM TYPE III SHEETING. 8. UNLESS OTHERWISE NOTED, ALL TRAFFIC CONTROL DEVICES SHALL BE UNLESS OTHERWISE NOTED, ALL TRAFFIC CONTROL DEVICES SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR. 9. SIGNS AND TRAFFIC CONTROL DEVICES NEED TO BE PROPERLY MAINTAINED SIGNS AND TRAFFIC CONTROL DEVICES NEED TO BE PROPERLY MAINTAINED FOR CLEANLINESS, VISIBILITY, AND CORRECT POSITIONING. 10. CONTRACTOR SHALL OBTAIN UTILITY LOCATES PRIOR TO INSTALLING CONTRACTOR SHALL OBTAIN UTILITY LOCATES PRIOR TO INSTALLING SIGNPOSTS. 11. ALL SIGNS SHALL TO BE REMOVED, COVERED, OR TURNED AWAY FROM ALL SIGNS SHALL TO BE REMOVED, COVERED, OR TURNED AWAY FROM TRAFFIC WHEN NOT IN USE. ALL EXISTING PERMANENT SPEED LIMIT SIGNS AND OTHER CONFLICTING SIGNS SHALL BE COVERED WITH AN OPAQUE WEATHERPROOF MATERIAL OR REMOVED. 12. SIGNS LEFT IN PLACE THREE OR FEWER DAYS CAN BE MOUNTED AT ONE SIGNS LEFT IN PLACE THREE OR FEWER DAYS CAN BE MOUNTED AT ONE FOOT ABOVE THE ROAD-WAY. SIGNS LEFT IN PLACE GREATER THAN THREE DAYS NEED TO BE MOUNTED AT SEVEN (7) FEET. IF THERE ARE NO SIDEWALKS, NO PEDESTRIANS, AND NO PARKING, MOUNTING HEIGHT CAN BE REDUCED TO FIVE FEET. IF SECONDARY SIGN IS NEEDED MINIMUM MOUNTING HEIGHT MAY BE ONE FOOT LOWER. 13. CONTRACTOR MAY BE REQUIRED TO ADD CONSTRUCTION FENCE TO PROHIBIT CONTRACTOR MAY BE REQUIRED TO ADD CONSTRUCTION FENCE TO PROHIBIT PEDESTRIANS FROM ENTERING THE WORK AREA. FENCING SHOULD NOT CREATE A SIGHT DISTANCE RESTRICTION FOR ROAD USERS.
AutoCAD SHX Text M4-9
AutoCAD SHX Text M4-9
AutoCAD SHX Text
R11-2 WITH M4-10 ON BARRICADE
AutoCAD SHX Text M4-9
AutoCAD SHX Text M4-9
AutoCAD SHX Text W20-3
AutoCAD SHX Text W20-2
AutoCAD SHX Text
DETOUR AHEAD
AutoCAD SHX Text W20-2
AutoCAD SHX Text
DETOUR AHEAD
AutoCAD SHX Text W20-3
AutoCAD SHX Text
R11-2 ON BARRICADE
AutoCAD SHX Text M4-9
AutoCAD SHX Text W20-3
AutoCAD SHX Text W20-2
AutoCAD SHX Text
DETOUR AHEAD
AutoCAD SHX Text W20-4
AutoCAD SHX Text W20-4
AutoCAD SHX Text
TRAFFIC CONTROL PLAN - PHASE 3 STEAM LINE REPLACEMENT
AutoCAD SHX Text M4-9
AutoCAD SHX Text W20-2
AutoCAD SHX Text W20-3
AutoCAD SHX Text W20-4
AutoCAD SHX Text 45°
AutoCAD SHX Text
8" TO 12"
AutoCAD SHX Text
8" TO 12"
AutoCAD SHX Text
8" TO 12"
AutoCAD SHX Text 20"
AutoCAD SHX Text 20"
AutoCAD SHX Text
5' MIN.
AutoCAD SHX Text
4' MIN.
AutoCAD SHX Text R11-2
AutoCAD SHX Text 48x30
AutoCAD SHX Text
M4-9 ADV. LT.
AutoCAD SHX Text
M4-9 ADV. RT.
AutoCAD SHX Text
M4-9 RT.
AutoCAD SHX Text
M4-9 LT.
AutoCAD SHX Text
M4-10 RT.
AutoCAD SHX Text 30x24
AutoCAD SHX Text 30x24
AutoCAD SHX Text 30x24
AutoCAD SHX Text 30x24
AutoCAD SHX Text 48x18
AutoCAD SHX Text 2'
AutoCAD SHX Text
7' MIN.
AutoCAD SHX Text
1' MIN.
AutoCAD SHX Text 2'
AutoCAD SHX Text
EACH
AutoCAD SHX Text
EACH
AutoCAD SHX Text
EACH
AutoCAD SHX Text 36x36
AutoCAD SHX Text 36x36
AutoCAD SHX Text 36x36
AutoCAD SHX Text W20-2
AutoCAD SHX Text W20-3
AutoCAD SHX Text W20-4
AutoCAD SHX Text R11-2
AutoCAD SHX Text
EACH
AutoCAD SHX Text 48x30
AutoCAD SHX Text M4-9
AutoCAD SHX Text
M4-9 ADV.
AutoCAD SHX Text 48x18
AutoCAD SHX Text 30x24
AutoCAD SHX Text M4-10
AutoCAD SHX Text
EACH
AutoCAD SHX Text
EACH
AutoCAD SHX Text
EACH
AutoCAD SHX Text 30x24
AutoCAD SHX Text
EACH
AutoCAD SHX Text
CONSTRUCTION BARRICADES TYPE III
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FOUR 8'X12'-1" ROAD PLATE WITH 32 LF OF 4" PINNED RAMPS ON BOTH SIDES
AutoCAD SHX Text
EACH
AutoCAD SHX Text
LF
AutoCAD SHX Text
8'X12'-1" ROAD PLATES
AutoCAD SHX Text
4-IN PINNED RAMPS
AutoCAD SHX Text
E
E
WW
DD
A/C
W
W
A/C
E W
WW
D
D DI
W
P
D
T
D
B M
B M
W
W W W
W
W
A/C A/C
LEGEND
Scale: 1"=40-0" Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h 7/
/2
:5
3:
A M
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
STEAM LINE REPLACEMENT
SALISBURY, NC VA
659-24-903
7/15/2024 KVD
Revisions Date www.abovegroupinc.com COA/CA Lic. No. 31120
100% CONSTRUCTION
DOCUMENTS
305 East Dr., Suite H, Melbourne, Florida 32904
PH: 321.345.9026
KVD
ROAD
CLOSED
DETOUR
ROAD
CLOSED
DETOUR
DETOUR
DETOUR
ROAD
CLOSED
AHEAD
DETOUR
ROAD
CLOSED
AHEAD
DETOUR
ROAD
CLOSED
AHEAD
ONE
LANE
ROAD
AHEAD
ONE
LANE
ROAD
AHEAD
DETOUR
Feet 0 40 80
Feet 0 30 60
UTILITY
WORK
AHEAD
UTILITY
WORK
AHEAD
UTILITY
WORK
AHEAD
UTILITY
WORK
AHEAD
ONE LANE
ROAD
AHEAD
ROAD
CLOSED
AHEAD
DETOUR
AHEAD
TYPE III BARRICADE
CLOSED
ROAD
DETOUR
DETOUR DETOUR
DETOUR
DETOUR
HEIGHT AND LOCATION OF SIGNS
UNLESS OTHERWISE NOTED ALL
WARNING SIGNS TO BE 36"x36"
DRUM
SIGN NO. TOTALSIZE UNIT
RECAPITULATION OF
SIGNS, MARKINGS, BARRICADES.
UTILITY
WORK
AHEAD
SIDEWALK
CLOSED
TAPER LENGTH (L) IN FEETSPEED (S)
TAPER LENGTH
FORMULAS FOR DETERMINING
C-10.2
TRAFFIC CONTROL PLAN
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 17C
AutoCAD SHX Text 17B
AutoCAD SHX Text 17A
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
E-BOX
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
COVERED
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
24"C&G(TYP)
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
24" C&G(TYP)
AutoCAD SHX Text
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
CONTROL POINT #3 N: 706662.45 E: 1557497.03
AutoCAD SHX Text a
AutoCAD SHX Text a
AutoCAD SHX Text
= REFLECTORIZED DRUMS OR FLUORESCENT ORANGE CONES OR SLIMLINE CHANNELIZERS
AutoCAD SHX Text
= TYPE III BARRICADE
AutoCAD SHX Text
= SIGN
AutoCAD SHX Text
= WORK SPACE
AutoCAD SHX Text
= FLAGGER
AutoCAD SHX Text GENERAL NOTES: 1. ALL DEVICES, THEIR INSTALLATION, AND MAINTENANCE SHALL COMPLY WITH THE 2009 EDITION ALL DEVICES, THEIR INSTALLATION, AND MAINTENANCE SHALL COMPLY WITH THE 2009 EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2. TRAFFIC CONTROL DEVICES SHALL MEET MASH 2009. TRAFFIC CONTROL DEVICES SHALL MEET MASH 2009. 3. ALL WORKERS SHALL WEAR HIGH VISIBILITY APPAREL MEETING ANSI 107-2010 CLASS 2 FOR ALL WORKERS SHALL WEAR HIGH VISIBILITY APPAREL MEETING ANSI 107-2010 CLASS 2 FOR DAY-TIME AND CLASS 3 FOR NIGHTTIME. 4. THE TRAFFIC CONTROL REQUIREMENTS SHOWN ON THESE PLANS ARE MINIMUM REQUIREMENTS THE TRAFFIC CONTROL REQUIREMENTS SHOWN ON THESE PLANS ARE MINIMUM REQUIREMENTS ONLY AND DO NOT ATTEMPT TO ADDRESS IN DEPTH THE VARIETY OF SITUATIONS THAT MAY OCCUR ONCE CONSTRUCTION HAS STARTED. IN NO WAY DO THE REQUIREMENTS SHOWN ON THE PLANS RELIEVE THE CONTRACTORS OF THEIR RESPONSIBILITY FOR SELECTING THE PROPER TRAFFIC CONTROL DEVICES. ANY ADDITIONAL QUANTITIES OF TRAFFIC CONTROL DEVICES NECESSARY TO COMPLETE THE CONTRACT OR AS ORDERED INSTALLED BY THE ENGINEER SHALL BE CONSIDERED SUBSIDIARY TO THE CONTRACT LUMP SUM BID PRICE. 5. IF THE PLANS DO NOT INCLUDE A TRAFFIC CONTROL PLAN, OR SHOULD THE CONTRACTOR IF THE PLANS DO NOT INCLUDE A TRAFFIC CONTROL PLAN, OR SHOULD THE CONTRACTOR DESIRE TO CHANGE THE PLAN, A SPECIFIC TRAFFIC HANDLING PLAN THROUGH THE CONSTRUCTION AREA SHALL BE SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE SALISBURY VAMC ENGINEERS. 6. SHEETING SHALL BE AS PER VETERAN ADMINISTRATION STANDARDS. SHEETING SHALL BE AS PER VETERAN ADMINISTRATION STANDARDS. 7. ALL SIGNS SHALL BE RETRO-REFLECTIVE WITH A MATERIAL THAT HAS A SMOOTH, SEALED OUTER ALL SIGNS SHALL BE RETRO-REFLECTIVE WITH A MATERIAL THAT HAS A SMOOTH, SEALED OUTER SURFACE. WHERE THE COLOR ORANGE IS REQUIRED, THE FLUORESCENT ORANGE COLOR SHALL BE USED. ALL ORANGE SIGNS SHALL HAVE FLUORESCENT ORANGE ASTM TYPE IV SHEETING. ALL OTHER SIGNS SHALL HAVE ASTM TYPE III SHEETING OF STANDARD COLORS. THE WHITE STRIPE ON SLIMLINE CHANNELIZERS SHALL BE ASTM TYPE III SHEETING; THE ORANGE STRIPES SHALL BE ASTM TYPE IV SHEETING. THE ENTIRE AREA OF BARRICADES RAILS, BOTH FRONT AND BACK, SHALL BE ASTM TYPE III SHEETING. THE WHITE STRIPES ON TUBULAR MARKERS SHALL BE ASTM TYPE III SHEETING. THE ENTIRE AREA OF VERTICAL PANELS, BOTH FRONT AND BACK, SHALL HAVE ASTM TYPE III SHEETING. 8. UNLESS OTHERWISE NOTED, ALL TRAFFIC CONTROL DEVICES SHALL BE PROVIDED AND UNLESS OTHERWISE NOTED, ALL TRAFFIC CONTROL DEVICES SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR. 9. SIGNS AND TRAFFIC CONTROL DEVICES NEED TO BE PROPERLY MAINTAINED FOR CLEANLINESS, SIGNS AND TRAFFIC CONTROL DEVICES NEED TO BE PROPERLY MAINTAINED FOR CLEANLINESS, VISIBILITY, AND CORRECT POSITIONING. 10. CONTRACTOR SHALL OBTAIN UTILITY LOCATES PRIOR TO INSTALLING SIGNPOSTS. CONTRACTOR SHALL OBTAIN UTILITY LOCATES PRIOR TO INSTALLING SIGNPOSTS. 11. ALL SIGNS SHALL TO BE REMOVED, COVERED, OR TURNED AWAY FROM TRAFFIC WHEN NOT IN ALL SIGNS SHALL TO BE REMOVED, COVERED, OR TURNED AWAY FROM TRAFFIC WHEN NOT IN USE. ALL EXISTING PERMANENT SPEED LIMIT SIGNS AND OTHER CONFLICTING SIGNS SHALL BE COVERED WITH AN OPAQUE WEATHERPROOF MATERIAL OR REMOVED. 12. SIGNS LEFT IN PLACE THREE OR FEWER DAYS CAN BE MOUNTED AT ONE FOOT ABOVE THE SIGNS LEFT IN PLACE THREE OR FEWER DAYS CAN BE MOUNTED AT ONE FOOT ABOVE THE ROAD-WAY. SIGNS LEFT IN PLACE GREATER THAN THREE DAYS NEED TO BE MOUNTED AT SEVEN (7) FEET. IF THERE ARE NO SIDEWALKS, NO PEDESTRIANS, AND NO PARKING, MOUNTING HEIGHT CAN BE REDUCED TO FIVE FEET. IF SECONDARY SIGN IS NEEDED MINIMUM MOUNTING HEIGHT MAY BE ONE FOOT LOWER. 13. CONTRACTOR MAY BE REQUIRED TO ADD CONSTRUCTION FENCE TO PROHIBIT PEDESTRIANS FROM CONTRACTOR MAY BE REQUIRED TO ADD CONSTRUCTION FENCE TO PROHIBIT PEDESTRIANS FROM ENTERING THE WORK AREA. FENCING SHOULD NOT CREATE A SIGHT DISTANCE RESTRICTION FOR ROAD USERS.
AutoCAD SHX Text
HAROLD E. VON DRAN, JR.
AutoCAD SHX Text 92737
AutoCAD SHX Text 9-30-24
AutoCAD SHX Text F-8920
AutoCAD SHX Text
TRAFFIC CONTROL PLAN - PHASE 4A STEAM LINE REPLACEMENT
AutoCAD SHX Text
R11-2 WITH M4-10 ON BARRICADE
AutoCAD SHX Text
R11-2 ON BARRICADE
AutoCAD SHX Text M4-9
AutoCAD SHX Text M4-9
AutoCAD SHX Text M4-9
AutoCAD SHX Text W20-3
AutoCAD SHX Text M4-9
AutoCAD SHX Text M4-9
AutoCAD SHX Text W20-2
AutoCAD SHX Text
DETOUR AHEAD
AutoCAD SHX Text W20-2
AutoCAD SHX Text
DETOUR AHEAD
AutoCAD SHX Text W20-3
AutoCAD SHX Text M4-9
AutoCAD SHX Text W20-3
AutoCAD SHX Text W20-2
AutoCAD SHX Text
DETOUR AHEAD
AutoCAD SHX Text W20-4
AutoCAD SHX Text W20-4
AutoCAD SHX Text
TRAFFIC CONTROL PLAN - PHASE 4B STEAM LINE REPLACEMENT
AutoCAD SHX Text W21-7
AutoCAD SHX Text W21-7
AutoCAD SHX Text W21-7
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
CLOSED
AutoCAD SHX Text R9-9
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
CLOSED
AutoCAD SHX Text R9-9
AutoCAD SHX Text W21-7
AutoCAD SHX Text W20-2
AutoCAD SHX Text W20-3
AutoCAD SHX Text W20-4
AutoCAD SHX Text 45°
AutoCAD SHX Text
8" TO 12"
AutoCAD SHX Text
8" TO 12"
AutoCAD SHX Text
8" TO 12"
AutoCAD SHX Text 20"
AutoCAD SHX Text 20"
AutoCAD SHX Text
5' MIN.
AutoCAD SHX Text
4' MIN.
AutoCAD SHX Text R11-2
AutoCAD SHX Text 48x30
AutoCAD SHX Text
M4-9 ADV. LT.
AutoCAD SHX Text
M4-9 ADV. RT.
AutoCAD SHX Text
M4-9 RT.
AutoCAD SHX Text
M4-9 LT.
AutoCAD SHX Text
M4-10 RT.
AutoCAD SHX Text 30x24
AutoCAD SHX Text 30x24
AutoCAD SHX Text 30x24
AutoCAD SHX Text 30x24
AutoCAD SHX Text 48x18
AutoCAD SHX Text 2'
AutoCAD SHX Text
7' MIN.
AutoCAD SHX Text
1' MIN.
AutoCAD SHX Text 2'
AutoCAD SHX Text
4" TO 6"
AutoCAD SHX Text
18"MIN.
AutoCAD SHX Text
MINIMUM
AutoCAD SHX Text 36"
AutoCAD SHX Text
WHITE RETROREFLECTIVE BAND
AutoCAD SHX Text
EACH
AutoCAD SHX Text
EACH
AutoCAD SHX Text
EACH
AutoCAD SHX Text 36x36
AutoCAD SHX Text 36x36
AutoCAD SHX Text 36x36
AutoCAD SHX Text W20-2
AutoCAD SHX Text W20-3
AutoCAD SHX Text W20-4
AutoCAD SHX Text R11-2
AutoCAD SHX Text
EACH
AutoCAD SHX Text 48x30
AutoCAD SHX Text M4-9
AutoCAD SHX Text
M4-9 ADV.
AutoCAD SHX Text 48x18
AutoCAD SHX Text 30x24
AutoCAD SHX Text M4-10
AutoCAD SHX Text
EACH
AutoCAD SHX Text
EACH
AutoCAD SHX Text
EACH
AutoCAD SHX Text 30x24
AutoCAD SHX Text
EACH
AutoCAD SHX Text
CONSTRUCTION BARRICADES TYPE III
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text W21-7
AutoCAD SHX Text R9-9
AutoCAD SHX Text 24x12
AutoCAD SHX Text
EACH
AutoCAD SHX Text
REFLECTIVE DRUMS
AutoCAD SHX Text
EACH
AutoCAD SHX Text 36x36
AutoCAD SHX Text W21-7
AutoCAD SHX Text R9-9
AutoCAD SHX Text 24x12
AutoCAD SHX Text
EACH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
40 MPH OR LESS
AutoCAD SHX Text
L = WS
AutoCAD SHX Text
45 MPH OR MORE
AutoCAD SHX Text L =
AutoCAD SHX Text
AutoCAD SHX Text
WS²
AutoCAD SHX Text
L = TAPER LENGTH IN FEET
AutoCAD SHX Text
W = WIDTH OF OFFSET IN FEET
AutoCAD SHX Text
S = POSTED SPEED LIMIT PRIOR TO WORK STARTING
AutoCAD SHX Text
WHERE:
AutoCAD SHX Text *NOTE: MINIMUM TAPER LENGTH TO BE 50 FEET WHERE ALL CALCULATIONS COME UP LESS THAN 50 FEET.
AutoCAD SHX Text
SIX 8'X12'-1" ROAD PLATE WITH 48 LF OF 4" PINNED RAMPS ON BOTH SIDES
AutoCAD SHX Text
EACH
AutoCAD SHX Text
LF
AutoCAD SHX Text
8'X12'-1" ROAD PLATES
AutoCAD SHX Text
4-IN PINNED RAMPS
AutoCAD SHX Text
E
WW
DD
A/C
W
W
A/C
E W
WW
D
D DI
W
P
D
T
D
W
W WW W
W
A/C A/C
B M
B M
LEGEND
Scale: 1"=40-0"
UTILITY
ONE
LANE
ROAD
AHEAD
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h 7/
/2
:5
3:
A M
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
STEAM LINE REPLACEMENT
SALISBURY, NC VA
659-24-903
7/15/2024 KVD
Revisions Date www.abovegroupinc.com COA/CA Lic. No. 31120
100% CONSTRUCTION
DOCUMENTS
305 East Dr., Suite H, Melbourne, Florida 32904
PH: 321.345.9026
KVD
ONE
LANE
ROAD
AHEAD
UTILITY
ONE
LANE
ROAD
AHEAD
UTILITY
Feet 0 40 80
ONE LANE
ROAD
AHEAD
TYPE III BARRICADE HEIGHT AND LOCATION OF SIGNS
UNLESS OTHERWISE NOTED ALL
WARNING SIGNS…
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