36C24718R0120-003.pdf
PDF 19 MB Posted
- Attached to
- Replace Water Tower, Project #557-16-103 Federal contract opportunity
- Solicitation number
- 36C24718R0120
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36C24718R0120 557-16-103_Replace Water Tower_Drawings.pdf
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 36C24718R0120-00003000.docx | DOCX document | |
| 36C24718R0120-00002001.pdf | ||
| 36C24718R0120-00002000.docx | DOCX document | |
| 36C24718R0120-00002002.pdf | ||
| 36C24718R0120-00001003.pdf | ||
| 36C24718R0120-00001004.pdf | ||
| 36C24718R0120-00001002.pdf | ||
| 36C24718R0120-00001001.pdf | ||
| 36C24718R0120-00001000.docx | DOCX document | |
| 36C24718R0120-00001005.pdf | ||
| 36C24718R0120-001.docx | DOCX document | |
| 36C24718R0120-002.pdf | ||
| 36C24718R0120-000.docx | DOCX document |
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Text version
REPLACE WATER TOWER
VICINITY MAP
AERIAL MAP
NOT TO SCALE
NOT TO SCALE
DEDUCTIVE ALTERNATE NO. 1: SECONDARY CONNECTION TO VA DIST. GRID.
DEDUCTIVE ALTERNATES
INDEX OF DRAWINGS
SHEET NO. DRAWING TITLE
GI001 TITLE SHEET
GENERAL
CD101 EXISTING CONDITIONS AND DEMOLITION PLAN
CIVIL
ELECTRICAL
14 ES101 ELECTRICAL SITE PLAN
15 ES102 ELECTRICAL SITE PLAN
DEDUCTIVE ALTERNATE NO. 2: VA LOGO ON TOWER
DEDUCTIVE ALTERNATE NO. 3: PROVIDE HEADER CURB AND ASPHALT ON DRIVE.
DEDUCTIVE ALTERNATE NO. 4:
CU1019
CU201 WATER TOWER ELEVATION AND ORIENTATION10
CU501 DETAILS12
UTILITY PLAN
CS101 SITE PLAN5
CU502 DETAILS13
CG101 GRADING PLAN4
16 ES103 ELECTRICAL SITE PLAN
CS5016 DRIVEWAY PLANS & DETAILS
CU30111 DUPLEX BOOSTER STATION WITH ENCLOSURE
CD102 EXISTING TOWER DEMOLITION PLAN3
CS5027 DETAILS
CS5038 DETAILS
17 ES501 DETAILS
CONSTRUCTION DOCUMENTS
1 17 ksharpless Grants GA Seal
SD1
SD2
SILT FENCE EROSION CONTROL DETAIL
SD1
EXISTING CONDITIONS AND DEMOLITION PLAN
1" = 30'
INLET PROTECTION DETAIL
SD2
EXISTING TOWER DEMOLITION PLAN
1" = 30'
EXISTING TOWER SITE - SCHEMATIC
2C
EXISTING TOWER SITE - IMAGE
6C
EXISTING TOWER - IMAGE
9C
GRADING PLAN
V
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SITE PLAN
1" = 30'1
AREA MAP
1" = 200'2
CONCRETE PAVEMENT SECTION (BASE BID)E1
AGGREGATE PAVEMENT SECTION (DEDUCTIVE ALTERNATE 1)F1
PREFORMED JOINT SEAL DETAILS
F5
THICKENED EDGE CONSTRUCTION JOINTF8
F6
DRIVEWAY PLAN
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JOHNSON ROAD
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THICKENED EDGE CONSTRUCTION JOINT (TYP.)
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JOHNSON ROAD
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AutoCAD SHX Text 1826 Veterans Blvd.
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AutoCAD SHX Text Dublin, Ga. 31021
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VA FORM 08-6231, JUN 1992
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1. MEDICAL DIRECTOR
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5. OPERATIONS SERVICE LINE
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6. INFECTION CONTROL
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2. ASSOCIATE DIRECTOR
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7. SAFETY MANAGER
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3. CHIEF OF STAFF
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8. GENERAL ENGINEER
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REVISION DESCRIPTION
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SEAL
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4. SERVICE LINE MGRS.
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CARL VINSON VA MEDICAL CENTER
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REPLACE WATER TOWER
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K. HORNE
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JULY 8, 2016
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AutoCAD SHX Text CIVIL: KENNETH HORNE & ASSOCIATES 7201 NORTH 9TH AVENUE, STE. 6 PENSACOLA, FLORIDA 32504 PH: (850) 471-9005 FX: (850) 471-0093
AutoCAD SHX Text SURVEYORS: TANNER & ASSOCIATES - LAND SURVEYORS 1858 WALKE DAIRY ROAD DUBLIN, GEORGIA 31021 PH: (478) 278-9492(478) 278-9492
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STATE OF
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CONSTRUCTION DOCUMENTS
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DRIVEWAY PLAN AND DETAILS
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CS501
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SEE JOINT SEALANT DETAIL
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DEPTH AS RECOMMENDED BY MANUFACTURER OF JOINT SEAL
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R -INDICATES REINFORCEMENT
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TO ACHIEVE MINIMUM CBR=20.
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STABILIZE SUBGRADE AS NECESSARY
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7" CONCRETE PAVEMENT 650 PSI FLEXURAL STRENGTH
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12" COMPACTED SUBGRADE
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(COMPACTED TO 95% MAX. DENSITY PER ASTM 1557)
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#4 @ 16" EW
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WHERE REINF. REQ'D
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TO ACHIEVE MINIMUM CBR=20.
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STABILIZE SUBGRADE AS NECESSARY
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(COMPACTED TO 95% MAX. DENSITY PER ASTM 1557)
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DENOTES RE-INFORCEMENT
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P. CRAWFORD
CHAIN-LINK SECURITY FENCE DETAILA3
FASTENING DETAILSD3 LINE POST ATTACHMENTS DETAILSD6
EXTENSION ARM DETAILSF6BRACE PANEL DETAILF2 GROUNDING DETAILF3
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Medical Center
AutoCAD SHX Text 1826 Veterans Blvd.
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AutoCAD SHX Text Department of Veterans Affairs
AutoCAD SHX Text Dublin, Ga. 31021
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VA FORM 08-6231, JUN 1992
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1. MEDICAL DIRECTOR
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5. OPERATIONS SERVICE LINE
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6. INFECTION CONTROL
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2. ASSOCIATE DIRECTOR
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7. SAFETY MANAGER
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3. CHIEF OF STAFF
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4. ASSOC. DIRECTOR
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8. GENERAL ENGINEER
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REVISION DESCRIPTION
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REVISION NO.
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SEAL
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4. SERVICE LINE MGRS.
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8. COTR
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CARL VINSON VA MEDICAL CENTER
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REPLACE WATER TOWER
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K. HORNE
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JULY 8, 2016
AutoCAD SHX Text 557-16-103
AutoCAD SHX Text CIVIL: KENNETH HORNE & ASSOCIATES 7201 NORTH 9TH AVENUE, STE. 6 PENSACOLA, FLORIDA 32504 PH: (850) 471-9005 FX: (850) 471-0093
AutoCAD SHX Text SURVEYORS: TANNER & ASSOCIATES - LAND SURVEYORS 1858 WALKE DAIRY ROAD DUBLIN, GEORGIA 31021 PH: (478) 278-9492(478) 278-9492
AutoCAD SHX Text I
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STATE OF
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CONSTRUCTION DOCUMENTS
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FABRIC WIDTH
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FABRIC
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%%UTOP OR BRACE RAIL ATTACHMENT
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WIRE (15" O.C. MAX.
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AND WITHIN 4"
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FROM TOP AND
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BOTTOM OF FABRIC)
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3/4" DIA.
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COPPER-CLAD
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STEEL GROUND
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ROD
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PROVIDE BRACE PANEL WHENEVER
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STRAIGHT RUNS EXCEED 500 FEET.
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TRUSS ROD
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(3/8" MIN. DIA.)
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TRUSS ROD (3/8" MIN. DIA.)
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TRUSS ROD (3/8"
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MIN. DIA.)
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CHAIN-LINK FABRIC
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(9 GAGE, 2" MESH)
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2.00" SQ.
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AutoCAD SHX Text 2.875" O.D.
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2.50" SQ.
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3.00" SQ.
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AutoCAD SHX Text 2.25" X 1.70"
AutoCAD SHX Text 1.875" X 1.625"
AutoCAD SHX Text 2.375" O.D.
AutoCAD SHX Text 2.25" X 1.70"
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AutoCAD SHX Text %%uLINE POST%%u
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%%UEND OR GATE POST DETAIL
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CORNER, END, OR
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PULL POST
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TIE WIRES OR
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CLIPS (TYP.)
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TIE WIRES OR
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HOG RINGS (TYP.)
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TENSION WIRE
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BOTTOM OF
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FABRIC
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9-GAGE STEEL TIE
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WIRE (15" O.C. MAX.
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AND WITHIN 4" FROM
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TOP AND BOTTOM
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OF FABRIC)
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1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO
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LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION.
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2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE
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SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON THE
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OPPOSITE SIDE OF THE SECURE AREA.
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3. UNLESS SPECIFICALLY SHOWN OR SPECIFIED, ALL FE6 FENCE SHALL HAVE AN
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APRON EXTENDED OUTWARD FROM THE AREA BEING PROTECTED.
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4. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE POST IS
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COMPLETELY FILLED WITH CONCRETE UP TO THE TOP OF THE FOUNDATION.
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TYPE FE5 - CHAIN-LINK FENCE WITHOUT BARBED-WIRE APRON
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TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER
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TYPE FE7 - CHAIN-LINK FENCE W/BARBED WIRE ON DOUBLE OUTRIGGER
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TYPE FE8 - CHAIN-LINK FENCE W/BARBED-WIRE AND BARBED-TAPE ON DOUBLE
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OUTRIGGER
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TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM
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TBR - FENCE WITH TOP AND BOTTOM RAILS
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TWB - TENSION WIRE TOP AND BOTTOM
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TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL
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FINAL NUMBER IS FABRIC WIDTH IN INCHES.
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BARBED-WIRE APRON ON
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EXTENSION ARMS
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10'-0" MAXIMUM
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LINE POSTS TO BE EQUALLY SPACED
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DETAILS
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CS502
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L. RENTZ
DOUBLE SWING GATE (TYPE FE-6 FENCE)A3
SWING GATE DETAILSF3
PEDESTRIAN GATE (TYPE FE-6 FENCE)B8
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AutoCAD SHX Text 1826 Veterans Blvd.
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AutoCAD SHX Text Dublin, Ga. 31021
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VA FORM 08-6231, JUN 1992
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1. MEDICAL DIRECTOR
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5. OPERATIONS SERVICE LINE
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6. INFECTION CONTROL
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2. ASSOCIATE DIRECTOR
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7. SAFETY MANAGER
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3. CHIEF OF STAFF
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4. ASSOC. DIRECTOR
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8. GENERAL ENGINEER
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REVISION DESCRIPTION
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REVISION NO.
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SEAL
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4. SERVICE LINE MGRS.
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8. COTR
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CARL VINSON VA MEDICAL CENTER
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REPLACE WATER TOWER
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K. HORNE
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JULY 8, 2016
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AutoCAD SHX Text CIVIL: KENNETH HORNE & ASSOCIATES 7201 NORTH 9TH AVENUE, STE. 6 PENSACOLA, FLORIDA 32504 PH: (850) 471-9005 FX: (850) 471-0093
AutoCAD SHX Text SURVEYORS: TANNER & ASSOCIATES - LAND SURVEYORS 1858 WALKE DAIRY ROAD DUBLIN, GEORGIA 31021 PH: (478) 278-9492(478) 278-9492
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STATE OF
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CONSTRUCTION DOCUMENTS
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LEAF
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FENCE FABRIC
AutoCAD SHX Text 1'-0"
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GATE OPENING
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3 STRANDS OF BARBED
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WIRE (TYP.)
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FENCE FABRIC (TYP.)
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DIRECTION GATE SWING (TYP.)
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CHAIN LINK
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FABRIC
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LINE POST
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GATE FRAME
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BRACE RAIL (TYP)
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HINGES (TYP)
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TRUSS ROD (TYP)
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BRACE RAIL (TYP)
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LINE POST
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GRADE LINE
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GATE FRAME
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PAVED SUFACE
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BITIMINOUS
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SAND/GRAVEL
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1/2 " DIA. DROP ROD
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(INDUSTRY STANDARD)
AutoCAD SHX Text 36"
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AutoCAD SHX Text 43"
AutoCAD SHX Text 48"
AutoCAD SHX Text 12"
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6" DIA.
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P.C. CONC.
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 10"
AutoCAD SHX Text 6"
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GATE POST SCHEDULE
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GATE LEAF WIDTH
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OUTSIDE DIMENSION
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(NOMINAL)
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(NOMINAL)
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6' OR LESS
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2.875" OD
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2.5" SQ
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4.0" OD
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MORE THAN 18'
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8.625" OD
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6.625" OD
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DROP ROD
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3 STRANDS OF BARBED
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WIRE (TYP.)
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CHAIN-LINK
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FABRIC
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3 HORIZONTAL STRANDS
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OF BARBED WIRE
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3 STRANDS OF BARBED
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WIRE (TYP.)
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TOP RAIL
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%%UOFFSET HINGE
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%%USTANDARD HINGE
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%%UGATE KEEPER
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(TO HOLD GATE OPEN)
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NOTES:
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2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH
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ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.
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3'-10" FOR POSTS 8 5/8 " 0.D.
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3'-4" FOR POSTS 6 5/8 " O.D.
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3'-0" MIN. FOR POSTS
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4" O. D. & LESS
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LATCH
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ASSEMBLY
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6" DIA.
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P.C. CONC.
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16" DIA. MIN. FOR GATE
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POSTS 4" O. D. & LESS
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24" DIA. FOR GATE
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POSTS OVER 4" O.D.
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3/8 " DIA. TRUSS
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RODS (TYP)
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2" MIN
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2" MAX FOR SENSORED FENCES
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5" MAX FOR NON-SENSORED
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1" ID
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STEEL PIPE
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%%UPLAN
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%%UELEVATION
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%%UDROP ROD FOUNDATION
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%%ULATCH ASSEMBLY
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%%UDROP ROD ASSEMBLY
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1. FOR NON-SENSORED FENCES, DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS
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AND ARE NOT INTENDED TO LIMIT OTHER TYPE OF FENCE SECTIONS AND
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METHODS OF INSTALLATION WHICH COMPLY WITH THE SPECIFICATIONS.
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4. GATES SHALL BE DESIGNATED AS FOLLOWS:
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GREATER THAN 6' TO 12'
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GREATER THAN 12' TO 18'
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BOTTOM TENSION
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WIRE OR RAIL AS
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SPECIFIED (TYP)
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3. ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM F900
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1.90" NOMINAL (ROUND) OR 2.00" NOMINAL (SQUARE). GATE FRAMES
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SHALL BE OF WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING
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HEAVY FITTINGS. AT CONTRACTOR'S OPTION A WELDED HORIZONTAL
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BRACE MAY BE USED IN LIEU OF TRUSS RODS TO BRACE ALL-WELDED GATE
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FRAMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID
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CONSTRUCTION OF ALL GATES SUPPLIED.
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DETAILS
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CS503
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FENCE FABRIC
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VERTICAL BARBED
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WIRE APRON
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SINGLE OUTRIGGER
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TO UNSECURE SIDE
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BRACE RAIL
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LATCH
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BRACE RAIL
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GRADE LINE
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TRUSS ROD
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TRUSS
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ROD
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GATE OPENING
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GATE LEAF
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HINGE
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HINGE
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TOP TENSION WIRE
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OR RAIL AS SPECIFIED
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GATE
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POST
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3 STRANDS
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OF BARBED
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WIRE
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BOTTOM TENSION
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WIRE OR RAIL AS
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SPECIFIED
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FENCES
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L. RENTZ
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FENCE TYPE
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FENCE HEIGHT
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TYPE OPENING
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HINGE
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OPENING
- FE6 FE6 - 84 INCHES 84 INCHES - DO (DOUBLE) DO (DOUBLE) - SI (SINGLE) SI (SINGLE) - RA (STANDARD) RA (STANDARD) - HO (OFFSET) HO (OFFSET) - 16 FEET (CLEAR OPENING BETWEEN GATE POSTS), DOUBLE SWING GATE 16 FEET (CLEAR OPENING BETWEEN GATE POSTS), DOUBLE SWING GATE - 4 FEET (CLEAR OPENING BETWEEN GATE POSTS), PEDESTRIAN GATE4 FEET (CLEAR OPENING BETWEEN GATE POSTS), PEDESTRIAN GATE
UTILITY PLAN
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WV
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PH
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FIBER OPTIC WARNING POST
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JOHNSON ROAD
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BUILDING #34 F.F. ELEV 250.03'
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SPEED BUMP
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COVERED WALKWAY
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GRATE INLET TOP EL: 246.35' INV. EL: 228.61'
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GRATE INLET TOP EL: 247.69' INV. EL: 241.93'
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GRATE INLET TOP EL: 246.88' INV. EL: 241.12'
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2 - 15" RCP
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COVERED
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RAMP
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GRATE INLET TOP EL: 250.04' INV. EL: 245.80'
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POWER SYSTEM
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RAMP IS 3.6' ABOVE GROUND ELEVATION AT BUILDING
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CANOPY
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CANOPY
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CHAINLINK FENCE
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CHAINLINK FENCE
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ET
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PARKING LOT
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APPROX. LOCATION OF FUTURE ROAD
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(FUTURE PARKING)
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METER
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GEN.
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AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text one and one half inches = one foot
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AutoCAD SHX Text Medical Center
AutoCAD SHX Text 1826 Veterans Blvd.
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AutoCAD SHX Text Department of Veterans Affairs
AutoCAD SHX Text Dublin, Ga. 31021
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VA FORM 08-6231, JUN 1992
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1. MEDICAL DIRECTOR
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5. OPERATIONS SERVICE LINE
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6. INFECTION CONTROL
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2. ASSOCIATE DIRECTOR
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7. SAFETY MANAGER
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3. CHIEF OF STAFF
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4. ASSOC. DIRECTOR
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8. GENERAL ENGINEER
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REVISION DESCRIPTION
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REVISION NO.
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SEAL
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4. SERVICE LINE MGRS.
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8. COTR
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CARL VINSON VA MEDICAL CENTER
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REPLACE WATER TOWER
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K. HORNE
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JULY 8, 2016
AutoCAD SHX Text 557-16-103
AutoCAD SHX Text CIVIL: KENNETH HORNE & ASSOCIATES 7201 NORTH 9TH AVENUE, STE. 6 PENSACOLA, FLORIDA 32504 PH: (850) 471-9005 FX: (850) 471-0093
AutoCAD SHX Text SURVEYORS: TANNER & ASSOCIATES - LAND SURVEYORS 1858 WALKE DAIRY ROAD DUBLIN, GEORGIA 31021 PH: (478) 278-9492(478) 278-9492
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STATE OF
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CONSTRUCTION DOCUMENTS
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NOTE: SEE GRADING PLAN SHEET CG101 FOR WATER TOWER OVERFLOW.
AutoCAD SHX Text KEY NOTES: 1. CONNECT TO EXISTING 8" WATERLINE AT EXISTING BLIND FLANGE. CONNECT TO EXISTING 8" WATERLINE AT EXISTING BLIND FLANGE. 2. INSTALL 8" AWWA C900 PVC WATERLINE. INSTALL 8" AWWA C900 PVC WATERLINE. 3. INSTALL 8"X6" REDUCER. INSTALL 8"X6" REDUCER. 4. INSTALL 6" GATE VALVE & BOX. INSTALL 6" GATE VALVE & BOX. 5. INSTALL 6" DI TEE. INSTALL 6" DI TEE. 6. INSTALL 6" FITTING WITH RESTRAINTS. INSTALL 6" FITTING WITH RESTRAINTS. 7. INSTALL 6" DI WATERLINE. INSTALL 6" DI WATERLINE. 8. INSTALL 6" WATER METER & VAULT. (SEE DETAIL E4, SHEET CU501) INSTALL 6" WATER METER & VAULT. (SEE DETAIL E4, SHEET CU501) 9. INSTALL 6" DOUBLE CHECK BACKFLOW PREVENTER IN INSULATED ENCLOSURE. INSTALL 6" DOUBLE CHECK BACKFLOW PREVENTER IN INSULATED ENCLOSURE. 10. INSTALL DUPLEX BOOSTER PUMP. (APPROX. 400 GPM @ 40' TDH, 460V, 3PH, INSTALL DUPLEX BOOSTER PUMP. (APPROX. 400 GPM @ 40' TDH, 460V, 3PH, 10 HP.) 11. CONNECT TO EXISTING WATERLINE, INSTALL 8"X8" TAPPING SLEEVE & VALVE. CONNECT TO EXISTING WATERLINE, INSTALL 8"X8" TAPPING SLEEVE & VALVE. 12. INSTALL 12" AWWA C900 PVC WATERLINE. INSTALL 12" AWWA C900 PVC WATERLINE. 13. INSTALL 12" TEE. INSTALL 12" TEE. 14. INSTALL 12"X8" REDUCER. INSTALL 12"X8" REDUCER. 15. INSTALL 8" GATE VALVE & BOX. (TS&V @ CONNECTION TO EXISTING) INSTALL 8" GATE VALVE & BOX. (TS&V @ CONNECTION TO EXISTING) 16. INSTALL 12" GATE VALVE & BOX. INSTALL 12" GATE VALVE & BOX. 17. INSTALL 12"X6" TEE INSTALL 12"X6" TEE 18. JACK & BORE JOHNSON ROAD, INSTALL 16" STEEL CASING. (SEE DETAIL A1, JACK & BORE JOHNSON ROAD, INSTALL 16" STEEL CASING. (SEE DETAIL A1, SHEET CU502) 19. PROVIDE GENERATOR 100KW. PROVIDE AUTOMATIC SWITCHING. PROVIDE GENERATOR 100KW. PROVIDE AUTOMATIC SWITCHING. 20. PUMP ENCLOSURE. (SEE SHEET CU301) PUMP ENCLOSURE. (SEE SHEET CU301) 21. INSTALL 8" PVC DRAIN LINE. INSTALL 8" PVC DRAIN LINE. 22. REMOVE & REPLACE EXISTING SIDEWALK UNDERNEATH CANOPY AS NECESSARY REMOVE & REPLACE EXISTING SIDEWALK UNDERNEATH CANOPY AS NECESSARY FOR INSTALLATION OF WATER MAIN. SAW CUT SIDEWALK TO NEAREST JOINT. 23. 8" TANK OVERFLOW LINE 8" TANK OVERFLOW LINE 24. 16' DOUBLE LEAF GATE 16' DOUBLE LEAF GATE 25. 4' PEDESTRIAN GATE 4' PEDESTRIAN GATE 26. INSTALL 12"X8" TEE INSTALL 12"X8" TEE 27. INSTALL 4" ASTM D 3034 @ 1:6 SLOPE, CONNECT TO EXISTING GRATE INLET. INSTALL 4" ASTM D 3034 @ 1:6 SLOPE, CONNECT TO EXISTING GRATE INLET. 28. INSTALL 8" FITTING WITH RESTRAINT. INSTALL 8" FITTING WITH RESTRAINT. 29. INSTALL 3/4" COPPER TUBE FOR SAMPLING TEMP., PH., AND CHLORINE. INSTALL 3/4" COPPER TUBE FOR SAMPLING TEMP., PH., AND CHLORINE. MONITORING UNITS AND BACKBOARD TO BE RELOCATED FROM EXISTING WELL SITE BY VA. ADD TWO HOSE BIBBS, ONE INSIDE, ONE OUTSIDE IMMEDIATELY ADJACENT TO BUILDING WELL.
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SEE DETAIL "A" THIS SHEET
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DETAIL "A"
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SEE DETAIL "B" THIS SHEET
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DETAIL "B"
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UTILITY PLAN
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CU101
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CU501
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SECONDARY CONNECTION DEDUCTIVE ALTERNATE NO. 2
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CU501
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L. RENTZ
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WV
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PH
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ET
AutoCAD SHX Text LEGEND LIGHT POST BOLLARD FIRE HYDRANT DRAINAGE MANHOLE TELEPHONE RISER SIGN ELECTRICAL MANHOLE ELECTRICAL TRANSFORMER EXISTING WATER VALVE NEW WATER VALVE NEW CHAIN LINK FENCE EXISTING CONTOUR EXISTING STORM SEWER W/ STRUCTURE EXISTING TREE EXISTING WATER MAIN EXISTING CONCRETE PAVING TRANSFORMER
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TRANSFORMER (T)
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W6 X W6 X W2.9 X W2.9 WWF
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6" THICK CONCRETE PAD
TRANSFORMER PAD DETAIL
AA
WATER TOWER ELEVATION AND ORIENTATION
N.T.S.1
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LWL
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56'-0" %%P INSIDE DIAMETER
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GROUT 1" THICK UNDER
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ALL BASE PLATES
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TOWER LADDER
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RISER
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RISER MANWAY
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COLUMN (TYP.)
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STATIONARY ROOF LADDER
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W/ OSHA COMPLIANT SAFETY DEVICE
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BALCONY AND HANDRAIL
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8" OVERFLOW (TO GRADE)
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157'-0" TO HIGH WATER LEVEL
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127'-0" TO LOW WATER LEVEL
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30'-0" HEAD RANGE
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TO FIRST
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RUNG
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WATER LEVEL INDICATOR
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INSIDE TANK LADDER
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INSIDE RISER LADDER
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W/ SAFETY DEVICE
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W/ OSHA COMPLIANT SAFETY DEVICE
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AutoCAD SHX Text SHELL MANWAY w/DAVIT
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INSIDE SHELL LADDER
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HWL ELEV 408.00'
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TOC ELEV 251.00'
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3/4"%%C SAMPLE COCK
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EXTERIOR RING
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RISER ROD
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STRUT (TYP.)
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WINDAGE ROD (TYP.)
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WINDAGE ROD (TYP.)
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TANK
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TANK
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OVERFLOW (TO GRADE)
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TOWER LADDER
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W/ SAFETY DEVICE
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ELECTRICAL
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CONDUIT CPLG
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WATER LEVEL INDICATOR
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INLET
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%%UORIENTATION VIEW
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8' -0" MIN.
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TANK LADDER
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W/ SAFETY DEVICE
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AND STAND-OFF BRACKETS
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FIELD LOCATE BALCONY CUT-OUT
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PER ENGINEER
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(FAIL-SAFE) 2~REQD
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ALUMINUM TANK VENT
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ELECTRICAL BRACKET
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ELECTRICAL BRACKET
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FOR OBSTRUCTION LIGHT
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FOR OBSTRUCTION LIGHT
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ROOF HATCH, 24" SQ.
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INSIDE TANK LADDER
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ROOF HATCH
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EXHAUST FAN
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MOUNT
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(FAIL-SAFE) 2~REQD
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EXHAUST FAN
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MOUNT
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ALUMINUM TANK VENT
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NAME PLATE
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12" RISER
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INLET
AutoCAD SHX Text FOUNDATION DESIGN PROVIDED BY CONTRACTOR, ALONG WITH STRUCTURAL DESIGN FOR TOWER. PROVIDE SIGNED AND SEALED SHOP DRAWINGS. PILE FOUNDATION ANTICIPATED, SEE GEOTECHNICAL REPORT.
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%%UVIEW A-A
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NOTE: 1. OUTLET CHECK VALVES TO BE INSTALLED AT THE BASE OF RISER.
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UPPER TIDEFLEX VARIABLE ORIFICE INLET NOZZLE
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LOWER TIDEFLEX VARIABLE ORIFICE INLET NOZZLE
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RISER PIPE
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CROSS
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RISER
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WATERFLEX OUTLET CHECK VALVE
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WATERFLEX OUTLET CHECK VALVE
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LOWER TIDEFLEX VARIABLE ORIFICE INLET NOZZLE
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UPPER TIDEFLEX VARIABLE ORIFICE INLET NOZZLE
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RISER PIPE
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%%UOUTLET CHECK VALVES
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ELEV 394.00'
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AutoCAD SHX Text 1826 Veterans Blvd.
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AutoCAD SHX Text Department of Veterans Affairs
AutoCAD SHX Text Dublin, Ga. 31021
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VA FORM 08-6231, JUN 1992
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1. MEDICAL DIRECTOR
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5. OPERATIONS SERVICE LINE
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6. INFECTION CONTROL
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2. ASSOCIATE DIRECTOR
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7. SAFETY MANAGER
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3. CHIEF OF STAFF
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4. ASSOC. DIRECTOR
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8. GENERAL ENGINEER
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REVISION DESCRIPTION
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REVISION NO.
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SEAL
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4. SERVICE LINE MGRS.
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8. COTR
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CARL VINSON VA MEDICAL CENTER
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REPLACE WATER TOWER
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K. HORNE
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JULY 8, 2016
AutoCAD SHX Text 557-16-103
AutoCAD SHX Text CIVIL: KENNETH HORNE & ASSOCIATES 7201 NORTH 9TH AVENUE, STE. 6 PENSACOLA, FLORIDA 32504 PH: (850) 471-9005 FX: (850) 471-0093
AutoCAD SHX Text SURVEYORS: TANNER & ASSOCIATES - LAND SURVEYORS 1858 WALKE DAIRY ROAD DUBLIN, GEORGIA 31021 PH: (478) 278-9492(478) 278-9492
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STATE OF
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CONSTRUCTION DOCUMENTS
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AWWA D100-11 AND PROJECT SPECIFICATIONS.
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SEISMIC DESIGN FACTORS:
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DEPARTMENT OF ENVIRONMENTAL PROTECTION REQUIREMENTS.
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STEEL PLATE: ASTM A283 GR. C / A36
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STRUCTURAL STEEL SHAPES: NON TUBULAR: ASTM A36, TUBULAR: ASTM A500 OR ASTM A501
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BRACE RODS AND STAY RODS: ASTM A36
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LADDER RUNGS: ASTM A706
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TANK AND TOWER SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH
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- ACCESSORIES SHOWN ON ELEVATION DRAWING ARE ROTATED
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- ALL HANDRAILS, PLATFORM LANDINGS, WALKWAYS, LADDERS, AND
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SAFETY CLIMB DEVICES SHALL CONFORM WITH CURRENT OSHA STANDARDS.
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- SEE PROJECT SPECIFICATIONS FOR SHOP AND FIELD PAINT REQUIREMENTS.
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- STERILIZE TANK IN ACCORDANCE WITH AWWA C652-02 AND THE STATE OF GEORGIA
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3. %%UMATERIALS:
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4. %%UGENERAL:
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FOR CLARITY.
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%%UNOTES:
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2. %%UDESIGN:
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- TANK DRAIN LINE SHALL BE PROVIDED AND SHALL EMPTY INTO A CONCRETE
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OVERFLOW BOX THAT SPILLS ONTO THE GROUND AND FLOWS OVER A CONCRETE
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1. %%ULOCATION:
AutoCAD SHX Text N 923898.0239 32%%D 32' 15.72" N
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STATE PLANE, NAD83 GEOGRAPHIC, NAD83
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GEORGIA EAST ZONE, U.S. FEET
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CENTER OF TANK SHALL BE AT:
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PAD AS SHEET FLOW. THEN ONTO THE GROUND WITH FLOW AWAY VAULT AREA
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AND TOWARD THE EXISTING INLET.
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6. %%UAWWA D100-11
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THE FOLLOWING TABLE IS INTENDED TO DIRECT THE DESIGNER/FABRICATOR…
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