36C78619B0021-014.pdf
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36C78619B0021 190820 CNC 835-036 Bid Drawings Final_2of3.pdf
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| 36C78619B0021-0006000.docx | DOCX document | |
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| 36C78619B0021-0005001.xlsx | XLSX spreadsheet | |
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| 36C78619B0021-0003001.pdf | ||
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| 36C78619B0021-0002000.docx | DOCX document | |
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| 36C78619B0021-015.pdf | ||
| 36C78619B0021-008.pdf | ||
| 36C78619B0021-012.pdf | ||
| 36C78619B0021-007.pdf | ||
| 36C78619B0021-010.docx | DOCX document | |
| 36C78619B0021-000.docx | DOCX document |
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ELEV: 754.69'
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ELEV: 675.72'
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ELEV: 702.47'
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N: 256372.8' E: 2181929.0'
ELEV: 695.34'
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N: 255730.9' E: 2180349.6'
ELEV: 661.29'
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END OF PIPE
SUBMERGED IN
POND
VAULT
ELECTRIC
BOX
8" HDPE
NATIONAL CEMETERY
ADMINISTRATION
OFFICE OF DESIGN
AND CONSTRUCTION
John Gallup & Associates, LLC
3225 Shallowford Rd NE
Marietta, GA 30062
770-321-4040
Renovation of Administration and
Maintenance Buildings
835CM3036
Chattanooga National Cemetery
1200 Bailey Avenue, Chattanooga, TN 37404
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW Suite 100
Kennesaw, GA 30144
(770) 421-3400
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
(828)315-9962
June 28, 2019
Scale: 1" = 10'-0"
BAILEY AVE. GATE REPAIR
Scale: 1" = 20'-0"
MAINTENANCE BLDG. GATE REPLACEMENT
Scale: 1" = 20'-0"
ADMINISTRATION BUILDING WATER SERVICE
Scale: 1" = 20'-0"
PERIMETER FENCE
Scale: 1" = 250'-0"
HOLTZCLAW AVE. FENCE REPAIR AND REPAINT
JTKWTH
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BAILEY AVE.
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CONSULTANTS:
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ARCHITECT/ENGINEERS:
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VA FORM 08-6231
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ENLARGED SITE PLANS 1 OF 2
AutoCAD SHX Text NOTES: : 1. REMOVE ALGAE AND SCRAPE, PREP AND REPAINT THE TWO (2) PERSONNEL GATES, DOUBLE VEHICLE GATE AND ALL HINGES, AND REMOVE ALGAE AND SCRAPE, PREP AND REPAINT THE TWO (2) PERSONNEL GATES, DOUBLE VEHICLE GATE AND ALL HINGES, AND LATCHES. PAINT "BLACK" AND RECOMMENDED FOR APPLICATION.
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AutoCAD SHX Text NOTES: : 1. REPLACE EXISTING DOUBLE SWING GATE. REUSE EXISTING GATE POSTS. REFER REPLACE EXISTING DOUBLE SWING GATE. REUSE EXISTING GATE POSTS. REFER TO DETAIL 7/C-501. RECEIVE APPROVAL OF THE COR PRIOR TO REMOVING EXISTING GATE. 2. REPLACE EXISTING SWING GATES WITH SLIDING GATES. PROVIDE A LEVEL REPLACE EXISTING SWING GATES WITH SLIDING GATES. PROVIDE A LEVEL CLEARANCE OF 1.5 TIMES THE LENGTH OF THE GATE FOR THE SLIDING MECHANISM. DETAIL 6/C-501.
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AutoCAD SHX Text NOTES: : 1. REPLACE EXISTING WATER SERVICE LINE TO METER. MATERIALS TO MATCH CITY OF REPLACE EXISTING WATER SERVICE LINE TO METER. MATERIALS TO MATCH CITY OF CHATTANOOGA STANDARDS. ROUTING APPROXIMATE. CONTRACTOR SHALL INSTALL BACKFLOW PREVENTER AND METER IF NONE IS PRESENT.
AutoCAD SHX Text NOTES: : 1. REMOVE APPROXIMATELY 50 FT SECTION OF HEAVED AND BROKEN CONCRETE FOUNDATION AND CHAIN LINK REMOVE APPROXIMATELY 50 FT SECTION OF HEAVED AND BROKEN CONCRETE FOUNDATION AND CHAIN LINK FENCE ADJACENT TO RAILROAD. REPLACE WITH NEW CONCRETE FOUNDATION WALL AND BARBED WIRE CHAIN LINK FENCE. SLIGHTLY ADJUST THE ALIGNMENT OF CONCRETE FOUNDATION WALL TO AVOID LARGE STUMP THAT HAS DAMAGED EXISTING FOUNDATION WALL. CONNECT NEW FENCING AND BARBED WIRE TO EXISTING TO AVOID GAPS. REFER TO DETAIL 4/C-502. 2. REPLACE APPROXIMATELY 300 LN. FT. OF BARBED WIRE ON EXISTING FENCE.REPLACE APPROXIMATELY 300 LN. FT. OF BARBED WIRE ON EXISTING FENCE.
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AutoCAD SHX Text NOTES: : REPAIR FENCE ON PERIMETER OF THE SITE. CLEAN AND REMOVE ALGAE, RUST, SCRAPE AND PREP APPROXIMATELY 2000 LF OF PERIMETER STEEL PICKET FENCING ALONG HOLTZCLAW AVENUE. FINISH IS FLAKING OFF. REPAINT ENTIRE FENCE "BLACK" WITH PAINT RECOMMENDED FOR APPLICATION.
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SITE BENCHMARK
3.5" BRONZE DISK IN CONCRETE
N: 256964.5' E: 2181629.3'
ELEV: 695.34'
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MEMORIALS
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COBBLESTONE
DRIVE
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TOP=679.93'
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BOX
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<-- 12" HDPE
<-- 12" HDPE
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DP
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END OF PIPE
SUBMERGED IN
POND
Scale: 1" = 100'-0"
BAILEY AVE. PERIMETER WALL AND FENCE REPAIR
JTKWTH
Scale: 1" = 10'-0"
PERIMETER DRAIN AT COLUMBARIUM
NATIONAL CEMETERY
ADMINISTRATION
OFFICE OF DESIGN
AND CONSTRUCTION
John Gallup & Associates, LLC
3225 Shallowford Rd NE
Marietta, GA 30062
770-321-4040
Renovation of Administration and
Maintenance Buildings
835CM3036
Chattanooga National Cemetery
1200 Bailey Avenue, Chattanooga, TN 37404
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW Suite 100
Kennesaw, GA 30144
(770) 421-3400
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
(828)315-9962
June 28, 2019
Scale: 1" = 100'-0"
SOUTH PERIMETER CHAIN LINK FENCE REPAIR
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STORM MANHOLE TOP ELEV: 680.15' INV IN: 674.45' INV OUT: 674.41'
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STORM MANHOLE TOP ELEV: 676.34' INV IN: 670.08' INV OUT: 670.00'
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STORM MANHOLE TOP ELEV: 676.31' INV IN: 669.97' INV OUT: 669.93.'
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STORM MANHOLE TOP ELEV: 677.31' INV IN: 671.05' INV OUT: 671.03'
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STORM MANHOLE TOP ELEV: 676.99' INV IN: 670.47' INV OUT: 670.45'
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STORM MANHOLE TOP ELEV: 678.24' INV: UNABLE TO OBTAIN
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STORM MANHOLE TOP ELEV: 677.48' INV IN: 670.28' INV IN: 670.16' INV OUT: 670.04'
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INLET TOP ELEV: 674.53' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 674.50' INV IN: UNABLE TO OBTAIN
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INLET TOP ELEV: 673.75' INV: UNABLE TO OBTAIN
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STORM MANHOLE TOP ELEV: 674.46' INV IN: 669.48' INV IN: 669.62' INV OUT: 669.36'
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STORM MANHOLE TOP ELEV: 676.27' INV: UNABLE TO OBTAIN
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STORM MANHOLE TOP ELEV: 675.23' INV IN: 669.69' INV OUT: 669.61'
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STORM MANHOLE TOP ELEV: 676.07' INV: UNABLE TO OBTAIN
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STORM MANHOLE TOP ELEV: 679.87' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 673.83' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 673.79' INV: UNABLE TO OBTAIN
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STORM MANHOLE TOP ELEV: 675.57' INV: UNABLE TO OBTAIN
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STORM MANHOLE TOP ELEV: 675.39' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 672.76' INV: UNABLE TO OBTAIN
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STORM MANHOLE TOP ELEV: 674.27' INV IN: 669.09' INV OUT: 668.99'
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STORM MANHOLE TOP ELEV: 674.53' INV IN: 668.68' INV OUT: 668.63'
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STORM MANHOLE TOP ELEV: 675.11' INV IN: 668.47' INV OUT: 668.43'
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INLET TOP ELEV: 673.82' INV: UNABLE TO OBTAIN
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STORM MANHOLE TOP ELEV: 737.94' INV: UNABLE TO OBTAIN
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STORM MANHOLE TOP ELEV: 670.85' INV IN: 666.70' INV OUT: 666.57'
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STORM MANHOLE TOP ELEV: 666.62' INV IN: 662.54' INV OUT: 662.44'
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STORM MANHOLE TOP ELEV: 664.71' INV IN: 660.69' INV OUT: 660.41'
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INLET TOP ELEV: 662.71' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 670.61' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 670.56' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 675.37' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 675.68' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 675.53' INV: UNABLE TO OBTAIN
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STORM MANHOLE TOP ELEV: 678.20' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 681.61' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 680.28' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 681.71' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 688.22' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 696.07' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 694.88' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 706.99' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 713.30' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 727.81' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 727.86' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 738.18' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 736.95' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 662.67' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 687.94' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 703.89' INV: UNABLE TO OBTAIN
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INLET TOP ELEV: 699.24' INV: UNABLE TO OBTAIN
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(IRON BAR)
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(IRON BAR)
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BAILEY AVE.
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STORM MANHOLE TOP ELEV: 661.71' INV IN: 655.83' INV OUT: 655.77'
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INLET TOP ELEV: 660.15' INV: UNABLE TO OBTAIN
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AutoCAD SHX Text E. 13th STREET
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MAINTENANCE BUILDING
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ENLARGED SITE PLANS 2 OF 2
AutoCAD SHX Text NOTES: : 1. REPAIR FENCE ON PERIMETER OF THE SITE. REMOVE ALGAE, RUST, SCRAPE AND PREP IRON PICKET FENCE ON TOP OF STONE WALL ALONG REPAIR FENCE ON PERIMETER OF THE SITE. REMOVE ALGAE, RUST, SCRAPE AND PREP IRON PICKET FENCE ON TOP OF STONE WALL ALONG BAILEY AVENUE. MORTAR JOINTS IN STONE PERIMETER WALL ALONG BAILEY AVE. ARE IN POOR CONDITION. RAKE AND REPOINT APPROXIMATELY 30% OF JOINTS IN THE WALL. EFFLORESCENCE IS APPARENT ON DETERIORATING JOINTS. CLEAN AWAY DEPOSITS WHEN REPOINTING. JOINT & MASONRY REPAIR ESTIMATES TO BE PROVIDED IN UNIT PRICES. 2. REBUILD 2 SECTIONS OF WALL AND 3 COLUMNS AT THE CORNER OF BAILEY AVE. & HOLTZCLAW AVE. THAT WAS DAMAGED BY A VEHICLE REBUILD 2 SECTIONS OF WALL AND 3 COLUMNS AT THE CORNER OF BAILEY AVE. & HOLTZCLAW AVE. THAT WAS DAMAGED BY A VEHICLE STRIKE. WALL IS OUT OF PLUMB AND SHALL BE RESTORED TO ORIGINAL CONDITION. DETAIL 5/C-501.
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AutoCAD SHX Text NOTES: : 1. INSTALL NEW PERIMETER TRENCH DRAIN ADJACENT TO COLUMBARIUM SECTIONS ALONG THE EXTERIOR OF THE INSTALL NEW PERIMETER TRENCH DRAIN ADJACENT TO COLUMBARIUM SECTIONS ALONG THE EXTERIOR OF THE COLUMBARIUM WALL. INSTALL DRAIN APPROXIMATELY 2 FT WIDE AND 1 FT DEEP WITH A 4 INCH DIAMETER PERFORATED DRAIN PIPE IN THE BOTTOM TO DRAIN WATER AWAY FROM THE COLUMBARIUM WALL. INSTALL WASHED LIMESTONE ON TOP OF THE PIPE. THE STONE SHALL BE BETWEEN 1-0" to 1- " DIAMETER. REFER TO DETAIL 3/C-501. 12" DIAMETER. REFER TO DETAIL 3/C-501. 2. REMOVE STAINING FROM THE COLUMBARIUM WALL USING AN APPROVED MARBLE CLEANER SUCH AS "WEATHER-ZYME", OR REMOVE STAINING FROM THE COLUMBARIUM WALL USING AN APPROVED MARBLE CLEANER SUCH AS "WEATHER-ZYME", OR COMPARABLE PRODUCT. 3. REMOVE SECTION OF SIDEWALK IN ORDER TO ROUTE DRAIN TO DROP INLET. REPLACE WITH NEW SECTION OF SIDEWALK. REMOVE SECTION OF SIDEWALK IN ORDER TO ROUTE DRAIN TO DROP INLET. REPLACE WITH NEW SECTION OF SIDEWALK. 4. ROUTE SCHEDULE 40 PVC SOLID WALL DRAINS TO EXISTING STORM STRUCTURES. MIN 1% SLOPE AND 2' OF COVER. ROUTE SCHEDULE 40 PVC SOLID WALL DRAINS TO EXISTING STORM STRUCTURES. MIN 1% SLOPE AND 2' OF COVER. 5. PROPOSED SHADE STRUCTURE. REFER TO ARCHITECTURAL SHEETS.PROPOSED SHADE STRUCTURE. REFER TO ARCHITECTURAL SHEETS.
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VA FORM 08-6231
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AutoCAD SHX Text NOTES: 1. REMOVE AND REPLACE CHAIN LINK FENCE ON SOUTH PERIMETER OF THE SITE. NEW CHAIN LINK FENCE TO BE A 8', VINYL COATED, BLACK REMOVE AND REPLACE CHAIN LINK FENCE ON SOUTH PERIMETER OF THE SITE. NEW CHAIN LINK FENCE TO BE A 8', VINYL COATED, BLACK CHAIN LINK FENCE WITH BARBED WIRE OUTRIGGERS. 3 STRAND BARBED WIRE TO BE INSTALLED ON OUTRIGGERS. REFER TO 2/C-502.
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NATIONAL CEMETERY
ADMINISTRATION
OFFICE OF DESIGN
AND CONSTRUCTION
John Gallup & Associates, LLC
3225 Shallowford Rd NE
Marietta, GA 30062
770-321-4040
Renovation of Administration and
Maintenance Buildings
835CM3036
Chattanooga National Cemetery
1200 Bailey Avenue, Chattanooga, TN 37404
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW Suite 100
Kennesaw, GA 30144
(770) 421-3400
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
(828)315-9962
June 28, 2019
JTKWTH
Scale: NTS
SPOILS YARD MUD GRATE RACK DIMENSIONS
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TYPICAL SLIDING CHAIN LINK GATE
Scale: 1:20
MUD GRATE
Scale: 1:20
COLUMBARIUM DRAIN
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TYPICAL SWING OPEN CHAIN LINK GATE
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PERIMETER WALL REPAIR
FRONT VIEW
SIDE VIEW
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SILT FENCE DETAIL
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INLET FILTER
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APPROXIMATE GRADE
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#5 VERTICAL BARS 24" OC
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STONE VENEER TO MATCH EXISTING
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PRECAST CONCRETE CAP MATCH EXISTING DIMENSIONS
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#4 BARS @ 48" OC MAX
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3 - #5 BARS CONT,
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HORZ. JT. REINF. 16" 0.C. VERTICALLY
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DOUBLE WYTHE STANDARD CMU RUNNING BOND GROUT CELLS WITH REINFORCING SOLID
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COLUMN BEYOND MATCH EXISTING DIMENSIONS
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VA FORM 08-6231
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SITE DETAILS 1 OF 2
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1" MAX O.C.
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3" X " GALVANIZED STEEL14" GALVANIZED STEEL
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SOIL
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1" - 1.5" WASHED LIMESTONE GRAVEL
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COLUMBARIUM
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4" DIAMETER PERFORATED DRAIN
AutoCAD SHX Text CONSTRUCTION SPECIFICATIONS MATERIALS 1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYESTER. WHICH IS USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYESTER. WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS OF ASTM D 6461. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMP. RANGE OF 0º TO 120º F. 2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR FT STEEL WITH A MINIMUM ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR FT STEEL WITH A MINIMUM LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC. 3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES. CONSTRUCTION 1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS. 2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.) 3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST. 4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE A MINIMUM 50 POUND TENSILE STRENGTH. 5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES. 6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH. 7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH. 9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE. 10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. MAINTENANCE INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN-OUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
AutoCAD SHX Text 24"
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6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
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8" DOWN & 4" FORWARD ALONG THE TRENCH
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4" MIN.
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FILTER FABRIC
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UPSLOPE
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8" MIN.
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CORROSION RESISTANT RIGID STEEL FRAME
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LIFT HANDELS
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REPLACEABLE WOVEN GEOTEXTILE FILTER BAG
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GRATE INLET
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FILTER FABRIC
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NATURAL GROUND
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PLASTIC OR WIRE TIES
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BACKFILL TRENCH AND COMPACT THROUGHLY
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CONCRETE PAVING - CONTRACTION JOINT
N.T.S.
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CONCRETE PAVING - EXPANSION JOINT
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N.T.S.
NATIONAL CEMETERY
ADMINISTRATION
OFFICE OF DESIGN
AND CONSTRUCTION
John Gallup & Associates, LLC
3225 Shallowford Rd NE
Marietta, GA 30062
770-321-4040
Renovation of Administration and
Maintenance Buildings
835CM3036
Chattanooga National Cemetery
1200 Bailey Avenue, Chattanooga, TN 37404
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW Suite 100
Kennesaw, GA 30144
(770) 421-3400
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
(828)315-9962
June 28, 2019
JTKWTH
Scale: NTS
REINFORCED CONCRETE SLAB JOINTS AND TIES
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8' CHAIN LINK SECURITY FENCE BLACK VINYL
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TDOT TRENCH DRAIN DETAIL
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CHAINLINK FENCE MOUNTED IN CONCRETE KNEE WALL
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VAN ACCESSIBLE CURB ACCESS RAMP AT STALL
AutoCAD SHX Text UNDOWELED TRANSVERSE CONTRACTION OR LONGITUDINAL JOINT, SAWED OR PRE-MOLDED. DO NOT DOWEL PAVEMENTS LESS THAN 7" THICK WITH CONVENTIONAL DOWEL BARS
AutoCAD SHX Text IN LIEU OF THICKENING EDGES, OVERALL PAVEMENT THICKNESS MAY BE INCREASED AS FOLLOW: 6 INCHES OR LESS, ADD 0.5 INCH. MORE THAN 6 INCHES, ADD 1 INCH.
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TOOL WITH 1/8" RAD.
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TOOL WITH 1/8" RAD.
AutoCAD SHX Text DEFORMED TIE BARS #4 x 30" @ 30" O.C.
AutoCAD SHX Text 1/4" DIAMOND DOWEL SYSTEM LOCATED AT 18" ON CENTER AS MANUFACTURED BY PNA CONSTRUCTION TECHNOLOGIES, INC. (800) 542-0214
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FILL WITH JOINT SEALANT (TYP.)
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TOOL WITH 1/8" RAD.
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FILL WITH JOINT SEALANT (TYP.)
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24" #4 DOWEL FIXED ONE SIDE, SLIP OTHER
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3/8" PREMOLDED EXPANSION JOINT FILLER
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#4 BARS @12" OC EW AT MID DEPTH
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COMPACTED SUBGRADE
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6" #57 STONE
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COMPACTED BACKFILL
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4 - #4 CONTINUOUS #4 @ 36" VERTICAL 3" MIN COVER ON REINFORCING
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CONSULTANTS:
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ARCHITECT/ENGINEERS:
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VA FORM 08-6231
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SITE DETAILS 2 OF 2
AutoCAD SHX Text C-502
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STEEL POST MOUNTED INTO CONCRETE WALL
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CHAIN LINK FENCE WITH BARB WIRE MOUNTED TO TOP OF POSTS.
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CONCRETE BASE
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GRADE AT 12BOTTOM RAIL DIAMETER ELEVATION
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BLACK VINYL COATED CHAIN LINK
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BOTTOM RAIL BURIED 12 DIAMETER IN SOIL (ENTIRE LENGTH OF FENCE)
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BARBED-WIRE APRON ON EXTENSION ARMS
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TOP RAIL (ENTIRE LENGTH OF FENCE)
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LINE POST
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TENSION WIRE AS SPECIFIED
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BRACE RAIL
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TIE WIRES (TYP.)
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TRUSS ROD ( " MIN DIA.)38" MIN DIA.)
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CHAIN-LINK FABRIC (9 GAGE, 2" MESH
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TIE WIRES (TYP.)
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LINE POST
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FABRIC WIDTH 96"
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CORNER, END, OR PULL POST
MATCH HEIGHT OF FENCE WITH EXISTING.
x x x x x x x x x x x x x x x x x x x x x x x x x x x
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SITE BENCHMARK
3.5" BRONZE DISK IN CONCRETE
N: 256292.0' E: 2180771.5'
ELEV: 695.16'
SITE BENCHMARK
3.5" BRONZE DISK IN CONCRETE
N: 256338.8' E: 2181407.2'
ELEV: 754.69'
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SITE BENCHMARK
3.5" BRONZE DISK IN CONCRETE
N: 256011.5' E: 2181866.9'
ELEV: 694.34'
SITE BENCHMARK
3.5" BRONZE DISK IN CONCRETE
N: 255591.3' E: 2181434.3'
ELEV: 705.50'
SITE BENCHMARK
3.5" BRONZE DISK IN CONCRETE
N: 255909.9' E: 2181145.7'
ELEV: 713.08'
SITE BENCHMARK
3.5" BRONZE DISK IN CONCRETE
N: 256964.5' E: 2181629.3'
ELEV: 695.34'
SITE BENCHMARK
3.5" BRONZE DISK IN CONCRETE
N: 257082.6' E: 2181189.7'
ELEV: 675.72'
SITE BENCHMARK
3.5" BRONZE DISK IN CONCRETE
N: 256658.4' E: 2180949.3'
ELEV: 702.47'
SITE BENCHMARK
3.5" BRONZE DISK IN CONCRETE
N: 255670.5' E: 2182094.3'
ELEV: 676.32'
SITE BENCHMARK
3.5" BRONZE DISK IN CONCRETE
N: 256372.8' E: 2181929.0'
ELEV: 695.34'
SITE BENCHMARK
3.5" BRONZE DISK IN CONCRETE
N: 256486.1' E: 2179865.3'
ELEV: 668.61'
SITE BENCHMARK
3.5" BRONZE DISK IN CONCRETE
N: 255730.9' E: 2180349.6'
ELEV: 661.29'
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" H
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END OF PIPE
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8" HDPE
683.840
FINISHED FLOOR
683.886
FINISHED FLOOR
DROP INLET
TOP=663.76'
INV. OUT=661.61'
DROP INLET
TOP=663.78'
INV. IN=661.32'
INV. OUT = 661.34'
B B
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B B
664.413
FINISHED FLOOR
55358
664.703
FF
664.397
FINISHED FLOOR
664.406
FINISHED FLOOR
664.386
FINISHED FLOOR
B B
B B
B B
B
B
B
B
B B
B
B
B B
B
664.414
FINISHED FLOOR
664.446
FINISHED FLOOR
664.411
FINISHED FLOOR
664.391
FINISHED FLOOR
664.421
FINISHED FLOOR
B
B
B
B
664.406
FINISHED FLOOR
664.386
FINISHED FLOOR
664.400
FINISHED FLOOR
GRATE INLET
TOP=663.42'
INV. IN=660.67'
INV. OUT=660.55'
S
SANITARY MANHOLE
TOP=664.02'
4" PVC IN=661.07'
8" PVC OUT=660.87'
S
TOP=666.29'
HEADWALL
INV. EL=658.88'
B
B
TOP=679.93'
DI
TOP=660.36
INV IN=656.56
INV OUT=656.56
DI
TOP=659.98
INV OUT=656.83
DI
TOP=659.90
INV IN=656.55
INV OUT=656.50
DI
TOP=659.50
INV. OUT=657.25
DI
TOP=660.07
INV OUT=656.58
DI
TOP=659.24
INV IN=655.54
INV OUT=655.49
TOP=661.68'
675.722
675.580
675.771
675.461
675.425
667.371
664.351
663.296
664.852
664.277
664.085
663.928
683.142
682.727
682.879
684.413
684.532
SIDE A
SIDE B
SIDE A
SIDE B
SIGN TYPE SIGN TEXT
Administration Building
Restrooms
Committal Shelters A&B
Columbarium
Memorial Arch
Armed Forces Pavilion
Columbarium
Committal Shelter A
Flag Assembly Area
Committal Shelter B
Memorial Arch
Armed Forces Pavilion
DETAIL
REFERENCE
Committal Shelter A
Flag Assembly Area
SIGN
NUMBER
L-501
L-501
NC-01.01-m2
NC-01.01-m2 one sided perpendicular to road one sided perpendicular to road
INFO/REG SIGN
VISITOR INFORMATION
MESSAGE LAYOUT A
INFO/REG SIGN
FLORAL REGULATIONS
MESSAGE LAYOUT B
NC-04.03-m2
NC-04.03-m2
NC-04.02-m2
NC-04.02-m2
NC-04.01-m2
NC-04.01-m2
NC-04.03-m2 one sided perpendicular to road one sided parallel to road two sided perpendicular to road one sided perpendicular to road one sided parallel to road one sided perpendicular to road two sided perpendicular to road
S I D
E
A
S I D
E
B
Maintenance Facility
Maintenance Facility
NC-04.01-m2 one sided perpendicular to road
Committal Shelter A
L-501
L-501
L-501
L-501
L-501
L-501
L-501
L-501
Temporary
Construction Sign
Safety Sign
Refer to details
Refer to details
L-501
L-501
S I D
E
A
S I D
E
B
Exit
Exit
NC-03.01-C-m2
Message Layout C two sided perpendicular to road
NC-03.01-A-m2
Message Layout A one sided perpendicular to road
STOP
NC-03.01-A-m2
Message Layout A one sided perpendicular to road
STOP
NC-03.01-A-m2
Message Layout A one sided perpendicular to road
STOP
NC-03.01-A-m2
Message Layout A one sided perpendicular to road
STOP
NC-03.01-F-m2
Message Layout F two sided perpendicular to road
Speed Limit
NC-03.01-F-m2
Message Layout F two sided perpendicular to road
Speed Limit
One Way
NC-03.01-C-m2
Message Layout C one sided perpendicular to road
NC-03.01-A-m2
Message Layout F two sided perpendicular to road
Speed Limit
NC-03.01-F-m2
Message Layout F two sided perpendicular to road
Speed Limit
L-501
L-501
L-501
L-501
L-501
L-501
L-501
L-501
L-501
L-501
NATIONAL CEMETERY
ADMINISTRATION
OFFICE OF DESIGN
AND CONSTRUCTION
John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040
Atriax Pllc 102 3rd Avenue N.E.
Hickory, NC 28601 (828)315-9962
Renovation of Administration and
Maintenance Buildings
835CM3036
June 28, 2019
Chattanooga National Cemetery
1200 Bailey Avenue, Chattanooga, TN 37404
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144
(770) 421-3400
SIGN SCHEDULE
SITE SIGNAGE PLAN
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ROCK COLUMNS
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VA FORM 08-6231
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AutoCAD SHX Text one and one half inches = one foot
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AutoCAD SHX Text three quarters inch = one foot
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SCALE: 1" = 100'
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PW MR
L-101
GENERAL CONTRACTOR:
ARCHITECT / ENGINEER:
CONSTRUCTION AND DESIGN SUPERVISION:
DEPARTMENT OF VETERANS AFFAIRS WASHINGTON, DC
Chattanooga National Cemetery
Renovation of Administration and Maintenance Buildings
JG&A
3225 Shallowfield Rd. NE, Suite 830
Marietta, GA 30062
L-502
NATIONAL CEMETERY
ADMINISTRATION
OFFICE OF DESIGN
AND CONSTRUCTION
John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040
Atriax Pllc 102 3rd Avenue N.E.
Hickory, NC 28601 (828)315-9962
Renovation of Administration and
Maintenance Buildings
835CM3036
June 28, 2019
Chattanooga National Cemetery
1200 Bailey Avenue, Chattanooga, TN 37404
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144
(770) 421-3400
SITE SIGNAGE DETAILS
AutoCAD…
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