Amendment 04 - POL Canopy As-Builts.pdf
PDF 15 MB Posted
- Attached to
- R-11 Parking Construction Federal contract opportunity
- Solicitation number
- W50S6X-21-B-0001
About this file
This document includes a federal contract opportunity solicitation and related file. The solicitation is for the R-11 Parking Construction project with the Department of the Army Delaware Army National Guard. The project involves removing existing pavements and turf grass area to construct a new canopy and refueler parking for five trucks. The scope of work includes storm water drain piping, electrical work for canopy lighting, power reels, gates, controls and receptacles. The entire area will be fenced. The canopy will be a pre-engineered metal building with spread footing and column pier design. Funds are presently unavailable but are expected to become available prior to the bid opening date. The magnitude of construction is between $1,000,000 to $5,000,000. A bid bond is required and payment bonds, performance bonds, and insurance will be required after contract award. Vendors must be registered in SAM at time of proposal. An in-person site visit will be conducted on the specified date in the solicitation.
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Civil Site Design by:
Civil Engineering Land Planning Landscape Architecture
Water Resources Property Services Arborist Services
50 Warm Springs Circle Roswell Georgia 30075
(770)641-1942 www.aecatl.com
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AutoCAD SHX Text GENERAL NOTES: 1. LOCATION OF EXISTING UTILITIES IS APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF EXISTING UTILITIES IS APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR FOR LOCATING ALL UTILITIES PRIOR TO CONSTRUCTION. 2. TOPOGRAPHIC SURVEY INFORMATION BASED ON FIELD RUN SURVEY BY SPARTAN ENGINEERING AND TOPOGRAPHIC SURVEY INFORMATION BASED ON FIELD RUN SURVEY BY SPARTAN ENGINEERING AND LAND SURVEYING, P.C. DATED DECEMBER 5, 2016. 3. ALL FINISHED GRADING, PAVING, CURB AND GUTTER, AND DRAIN PIPE WORK SHALL HAVE POSITIVE ALL FINISHED GRADING, PAVING, CURB AND GUTTER, AND DRAIN PIPE WORK SHALL HAVE POSITIVE POSITIVE DRAINAGE. 4. ALL FILL SOIL SHALL BE COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR MAXIMUM DRY ALL FILL SOIL SHALL BE COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR MAXIMUM DRY DENSITY. 5. CONSTRUCTION PERMIT SHALL BE DISPLAYED ON SITE AT ALL TIMES AND KEPT IN THE JOB TRAILER. CONSTRUCTION PERMIT SHALL BE DISPLAYED ON SITE AT ALL TIMES AND KEPT IN THE JOB TRAILER. 6. BASE FUELING OPERATIONS IS TO BE NOTIFIED 24 HOURS PRIOR TO ANY CONSTRUCTION. BASE FUELING OPERATIONS IS TO BE NOTIFIED 24 HOURS PRIOR TO ANY CONSTRUCTION. 7. COORDINATE SEQUENCING OF CONSTRUCTION ACTIVITIES WITH BASE FUELING OPERATIONS COORDINATE SEQUENCING OF CONSTRUCTION ACTIVITIES WITH BASE FUELING OPERATIONS REPRESENTATIVE IN ORDER TO MINIMIZE OPERATIONAL IMPACTS. 8. ENGINEER: AEC, INC. ENGINEER: AEC, INC. 50 WARM SPRINGS CIRCLE ROSWELL, GA 30075 (770) 641-1942 9. ENGINEERING EMERGENCY CONTACT: ENGINEERING EMERGENCY CONTACT: CHRISTOPHER J. FINKE @ 770-641-1942 (W). 10. SILT BARRIERS ARE TO BE PLACED AS SHOWN AND/OR AS DIRECTED BY PROJECT ENGINEER SILT BARRIERS ARE TO BE PLACED AS SHOWN AND/OR AS DIRECTED BY PROJECT ENGINEER AND/OR BASE FUELING OPERATIONS REPRESENTATIVE. 11. THE USE OF ANY CONSTRUCTION TRAILERS, AS WELL AS THEIR SIZE, LOCATION, UTILITY THE USE OF ANY CONSTRUCTION TRAILERS, AS WELL AS THEIR SIZE, LOCATION, UTILITY CONNECTIONS, ETC., SHALL BE APPROVED THROUGH THE BASE FUELING OPERATIONS REPRESENTATIVE. 12. THE LOCATION OF OFF STREET PARKING FOR CONTRACTOR VEHICLES SHALL BE APPROVED BY THE THE LOCATION OF OFF STREET PARKING FOR CONTRACTOR VEHICLES SHALL BE APPROVED BY THE BASE FUELING OPERATIONS REPRESENTATIVE. THE PARKING AREA SHALL BE MAINTAINED (FREE OF CONTAMINANTS AND/OR CONSTRUCTION DEBRIS) BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. 13. THE 100 YEAR FLOOD PLAIN DOES NOT IMPACT THIS SITE AS PER COMMUNITY PANEL NO. THE 100 YEAR FLOOD PLAIN DOES NOT IMPACT THIS SITE AS PER COMMUNITY PANEL NO. 10003C0161K, DATED FEBRUARY 4, 2015. 14. MAINTAIN ACCESS FOR EMERGENCY VEHICLES AROUND AND TO ALL BUILDINGS DURING MAINTAIN ACCESS FOR EMERGENCY VEHICLES AROUND AND TO ALL BUILDINGS DURING CONSTRUCTION.
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PROJECT LOCATION MAP SCALE: N.T.S.
AutoCAD SHX Text FEMA MAP OF NEW CASTLE COUNTY, DE PANEL: 10003C0161K, DATED 02-04-2015 SCALE: 1" = 1000'
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FACILITIES 65004, 65008, 65009 SHELTER
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FACILITIES 66025, 66026, 66027 66025, 66026, 66027 CONTAINMENT SEALS
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CONTAINMENT SEALS
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Civil Site Design by:
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Water Resources Property Services Arborist Services
50 Warm Springs Circle Roswell Georgia 30075
(770)641-1942 www.aecatl.com
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NORTH
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NEW CASTLE AIR NATIONAL GUARD BASE
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HIGHWAY 13
AutoCAD SHX Text FACILITIES 65004, 65008, 65009 SHELTER (NO CIVIL SCOPE) (39°41'3.41"N, 75°35'48.85"W)
FACILITIES 66025, 66026, 66027 66025, 66026, 66027 CANOPY AND CONTAINMENT SEALS (39°41'3.41"N, 75°35'40.06"W)
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Civil Site Design by:
Civil Engineering Land Planning Landscape Architecture
Water Resources Property Services Arborist Services
50 Warm Springs Circle Roswell Georgia 30075
(770)641-1942 www.aecatl.com
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6' HIGH C.L.F. W/ BARBED WIRE
AutoCAD SHX Text
6' HIGH C.L.F. W/ BARBED WIRE
AutoCAD SHX Text
6' HIGH C.L.F. W/ BARBED WIRE
AutoCAD SHX Text
INLET GR=62.45 INV=60.45
AutoCAD SHX Text
LP TOP EL.=84.9
AutoCAD SHX Text
ELEC. TRANSFORMER ON CONC. PAD TOP EL.=67.4
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
6' HIGH C.L.F. W/ BARBED WIRE
AutoCAD SHX Text
BITUMINOUS PAVING AREA
AutoCAD SHX Text
BITUMINOUS PAVING AREA
AutoCAD SHX Text
BITUMINOUS PAVING AREA
AutoCAD SHX Text
BITUMINOUS PAVING AREA
AutoCAD SHX Text
BITUMINOUS PAVING AREA
AutoCAD SHX Text
LP TOP EL.=85.4
AutoCAD SHX Text
30" RCP
AutoCAD SHX Text
30" RCP
AutoCAD SHX Text
10" DIP
AutoCAD SHX Text
GRASS AREA
AutoCAD SHX Text
GRASS AREA
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 GENERAL NOTES: 1. LOCATION OF EXISTING UTILITIES IS APPROXIMATE. CONTRACTOR SHALL BE LOCATION OF EXISTING UTILITIES IS APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO CONSTRUCTION. 2. ALL FINISHED WORK AREAS SHALL HAVE POSITIVE DRAINAGE. ALL FINISHED WORK AREAS SHALL HAVE POSITIVE DRAINAGE. 3. BASE FUELING OPERATIONS IS TO BE NOTIFIED 24 HOURS PRIOR TO ANY BASE FUELING OPERATIONS IS TO BE NOTIFIED 24 HOURS PRIOR TO ANY CONSTRUCTION. 4. COORDINATE SEQUENCING OF CONSTRUCTION ACTIVITIES WITH BASE FUELING COORDINATE SEQUENCING OF CONSTRUCTION ACTIVITIES WITH BASE FUELING OPERATIONS REPRESENTATIVE IN ORDER TO MINIMIZE OPERATIONAL IMPACTS. 5. ALL ELEVATIONS FOR CONSTRUCTION SHALL BE FIELD VERIFIED. ALL ELEVATIONS FOR CONSTRUCTION SHALL BE FIELD VERIFIED. 6. MAINTAIN ACCESS FOR EMERGENCY VEHICLES AROUND AND TO ALL BUILDINGS MAINTAIN ACCESS FOR EMERGENCY VEHICLES AROUND AND TO ALL BUILDINGS DURING CONSTRUCTION. 7. REFER TO SHEETS C501 TO C503 FOR CONSTRUCTION DETAILS AND SHEET REFER TO SHEETS C501 TO C503 FOR CONSTRUCTION DETAILS AND SHEET C510 FOR EROSION CONTROL DETAILS. 8. REPAIRED PAVEMENT TO MAINTAIN EXISTING DRAINAGE PATTERNS. ALL REPAIRED PAVEMENT TO MAINTAIN EXISTING DRAINAGE PATTERNS. ALL PAVEMENT REPAIRS TO TIE INTO EXISTING PAVEMENT FLUSH AND SHALL RESULT IN NO PONDING OF WATER. CONSTRUCTION PHASING NOTES: 1. COORDINATE PHASING OF REPAIRS WITH LOCAL CONTRACTING OFFICER.COORDINATE PHASING OF REPAIRS WITH LOCAL CONTRACTING OFFICER.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text 1" = 10'
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Civil Site Design by:
Civil Engineering Land Planning Landscape Architecture
Water Resources Property Services Arborist Services
50 Warm Springs Circle Roswell Georgia 30075
(770)641-1942 www.aecatl.com
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No. 25058
PROFESSIONAL
No. 25058
GER
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HRISTOPH . F INK
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DEMOLITION LEGEND
SITE DEMOLITION PLAN
DEFICIENCIES: NCG-021, NCG-026, NCG-027
C-111
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Scale 1" = 10'
201010
AutoCAD SHX Text T64.05
AutoCAD SHX Text T64.19
AutoCAD SHX Text T64.13
AutoCAD SHX Text T64.12
AutoCAD SHX Text T64.09
AutoCAD SHX Text T64.47
AutoCAD SHX Text T64.49
AutoCAD SHX Text T64.36
AutoCAD SHX Text T64.24
AutoCAD SHX Text T64.20
AutoCAD SHX Text T64.31
AutoCAD SHX Text T64.39
AutoCAD SHX Text T64.59
AutoCAD SHX Text T64.48
AutoCAD SHX Text T64.51
AutoCAD SHX Text T64.56
AutoCAD SHX Text T64.58
AutoCAD SHX Text T64.48
AutoCAD SHX Text T63.42
AutoCAD SHX Text T63.48
AutoCAD SHX Text T63.39
AutoCAD SHX Text T63.41
AutoCAD SHX Text T63.43
AutoCAD SHX Text T63.41
AutoCAD SHX Text T62.99
AutoCAD SHX Text T62.97
AutoCAD SHX Text T62.97
AutoCAD SHX Text T62.98
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text
BW62.85
AutoCAD SHX Text
BW62.42
AutoCAD SHX Text
BW62.14
AutoCAD SHX Text
BW62.18
AutoCAD SHX Text C/O
AutoCAD SHX Text
C/O CAP
AutoCAD SHX Text
C/O CAP
AutoCAD SHX Text 63.35
AutoCAD SHX Text 62.78
AutoCAD SHX Text 62.59
AutoCAD SHX Text 62.89
AutoCAD SHX Text 63.03
AutoCAD SHX Text 63.27
AutoCAD SHX Text 63.73
AutoCAD SHX Text 63.78
AutoCAD SHX Text 63.95
AutoCAD SHX Text 63.95
AutoCAD SHX Text 63.87
AutoCAD SHX Text 63.53
AutoCAD SHX Text 63.40
AutoCAD SHX Text 63.06
AutoCAD SHX Text 63.04
AutoCAD SHX Text 63.36
AutoCAD SHX Text 63.67
AutoCAD SHX Text 63.33
AutoCAD SHX Text 63.35
AutoCAD SHX Text 63.35
AutoCAD SHX Text 63.32
AutoCAD SHX Text 63.33
AutoCAD SHX Text 63.33
AutoCAD SHX Text 63.65
AutoCAD SHX Text 62.27
AutoCAD SHX Text 62.25
AutoCAD SHX Text 62.27
AutoCAD SHX Text 62.24
AutoCAD SHX Text 62.34
AutoCAD SHX Text 62.36
AutoCAD SHX Text 62.26
AutoCAD SHX Text 62.27
AutoCAD SHX Text 62.43
AutoCAD SHX Text 62.45
AutoCAD SHX Text 62.41
AutoCAD SHX Text 62.39
AutoCAD SHX Text 63.33
AutoCAD SHX Text 63.36
AutoCAD SHX Text 63.34
AutoCAD SHX Text 63.33
AutoCAD SHX Text 63.65
AutoCAD SHX Text 63.64
AutoCAD SHX Text 63.63
AutoCAD SHX Text 63.67
AutoCAD SHX Text 63.37
AutoCAD SHX Text 63.72
AutoCAD SHX Text 63.92
AutoCAD SHX Text 63.98
AutoCAD SHX Text 63.98
AutoCAD SHX Text 62.87
AutoCAD SHX Text 62.88
AutoCAD SHX Text 62.88
AutoCAD SHX Text 62.85
AutoCAD SHX Text 63.31
AutoCAD SHX Text 63.62
AutoCAD SHX Text 63.40
AutoCAD SHX Text 63.61
AutoCAD SHX Text 62.89
AutoCAD SHX Text 62.87
AutoCAD SHX Text 62.87
AutoCAD SHX Text 62.86
AutoCAD SHX Text 63.33
AutoCAD SHX Text 63.48
AutoCAD SHX Text 63.35
AutoCAD SHX Text 63.37
AutoCAD SHX Text 63.36
AutoCAD SHX Text 63.34
AutoCAD SHX Text 63.52
AutoCAD SHX Text 63.80
AutoCAD SHX Text 63.96
AutoCAD SHX Text 63.66
AutoCAD SHX Text 63.99
AutoCAD SHX Text 63.86
AutoCAD SHX Text 63.08
AutoCAD SHX Text 63.08
AutoCAD SHX Text 63.08
AutoCAD SHX Text 63.06
AutoCAD SHX Text 63.43
AutoCAD SHX Text 63.58
AutoCAD SHX Text 63.86
AutoCAD SHX Text 63.23
AutoCAD SHX Text 63.16
AutoCAD SHX Text 63.15
AutoCAD SHX Text 62.87
AutoCAD SHX Text 62.70
AutoCAD SHX Text 62.53
AutoCAD SHX Text 62.45
AutoCAD SHX Text 63.11
AutoCAD SHX Text 62.95
AutoCAD SHX Text 62.87
AutoCAD SHX Text 62.89
AutoCAD SHX Text 62.54
AutoCAD SHX Text 62.50
AutoCAD SHX Text 62.50
AutoCAD SHX Text 62.54
AutoCAD SHX Text 62.43
AutoCAD SHX Text 62.32
AutoCAD SHX Text 62.49
AutoCAD SHX Text 61.96
AutoCAD SHX Text 62.15
AutoCAD SHX Text 62.50
AutoCAD SHX Text 62.58
AutoCAD SHX Text 64.20
AutoCAD SHX Text 63.78
AutoCAD SHX Text 63.58
AutoCAD SHX Text 63.32
AutoCAD SHX Text 62.68
AutoCAD SHX Text 62.48
AutoCAD SHX Text 62.02
AutoCAD SHX Text 61.82
AutoCAD SHX Text 61.90
AutoCAD SHX Text 62.08
AutoCAD SHX Text 62.92
AutoCAD SHX Text 62.87
AutoCAD SHX Text 62.63
AutoCAD SHX Text 62.42
AutoCAD SHX Text 62.30
AutoCAD SHX Text 62.22
AutoCAD SHX Text 62.20
AutoCAD SHX Text 62.29
AutoCAD SHX Text 62.27
AutoCAD SHX Text 62.87
AutoCAD SHX Text 62.87
AutoCAD SHX Text 62.52
AutoCAD SHX Text 67.08
AutoCAD SHX Text 61.85
AutoCAD SHX Text 61.73
AutoCAD SHX Text 61.87
AutoCAD SHX Text 64.04
AutoCAD SHX Text 64.30
AutoCAD SHX Text 64.20
AutoCAD SHX Text 64.07
AutoCAD SHX Text 63.81
AutoCAD SHX Text 63.67
AutoCAD SHX Text 63.73
AutoCAD SHX Text 63.69
AutoCAD SHX Text 63.57
AutoCAD SHX Text 63.12
AutoCAD SHX Text 62.88
AutoCAD SHX Text 63.00
AutoCAD SHX Text 63.04
AutoCAD SHX Text 63.00
AutoCAD SHX Text 62.72
AutoCAD SHX Text 61.42
AutoCAD SHX Text G63.58
AutoCAD SHX Text G63.73
AutoCAD SHX Text G63.68
AutoCAD SHX Text G63.65
AutoCAD SHX Text G63.63
AutoCAD SHX Text G63.99
AutoCAD SHX Text G64.05
AutoCAD SHX Text G63.90
AutoCAD SHX Text G63.79
AutoCAD SHX Text G63.76
AutoCAD SHX Text G63.84
AutoCAD SHX Text G63.93
AutoCAD SHX Text G64.12
AutoCAD SHX Text G63.99
AutoCAD SHX Text G64.02
AutoCAD SHX Text G64.11
AutoCAD SHX Text G64.07
AutoCAD SHX Text G64.00
AutoCAD SHX Text G63.09
AutoCAD SHX Text G63.02
AutoCAD SHX Text G62.94
AutoCAD SHX Text G62.43
AutoCAD SHX Text G62.41
AutoCAD SHX Text G62.58
AutoCAD SHX Text G62.77
AutoCAD SHX Text G62.44
AutoCAD SHX Text G62.71
AutoCAD SHX Text G62.90
AutoCAD SHX Text 63.1
AutoCAD SHX Text 63.7
AutoCAD SHX Text 64.1
AutoCAD SHX Text 64.3
AutoCAD SHX Text 64.3
AutoCAD SHX Text 64.3
AutoCAD SHX Text 64.3
AutoCAD SHX Text 63.9
AutoCAD SHX Text 63.9
AutoCAD SHX Text 63.8
AutoCAD SHX Text 63.8
AutoCAD SHX Text 63.9
AutoCAD SHX Text 63.8
AutoCAD SHX Text 63.4
AutoCAD SHX Text 63.1
AutoCAD SHX Text 64.0
AutoCAD SHX Text 64.1
AutoCAD SHX Text 64.2
AutoCAD SHX Text 61.2
AutoCAD SHX Text 61.8
AutoCAD SHX Text 62.8
AutoCAD SHX Text 62.9
AutoCAD SHX Text
GRN
AutoCAD SHX Text
GRN
AutoCAD SHX Text
GRN
AutoCAD SHX Text
GRN
AutoCAD SHX Text
GRN
AutoCAD SHX Text
GRN
AutoCAD SHX Text
GRN 10"
AutoCAD SHX Text
GRN 10"
AutoCAD SHX Text
GRN 10"
AutoCAD SHX Text
GRN 10"
AutoCAD SHX Text
GRN 10"
AutoCAD SHX Text
GRN 10"
AutoCAD SHX Text
SHUT OFF VALVE
AutoCAD SHX Text
SHUT OFF VALVE
AutoCAD SHX Text
GRN 10"
AutoCAD SHX Text
GRN 10"
AutoCAD SHX Text
MHE RIM=62.26
AutoCAD SHX Text
MHST RIM=62.77 INV=55.02
AutoCAD SHX Text
POST
AutoCAD SHX Text
POST
AutoCAD SHX Text
POST KEYPAD
AutoCAD SHX Text
POST KEYPAD
AutoCAD SHX Text 63.52
AutoCAD SHX Text 63.75
AutoCAD SHX Text 63.72
AutoCAD SHX Text 63.63
AutoCAD SHX Text 63.42
AutoCAD SHX Text 63.03
AutoCAD SHX Text 63.31
AutoCAD SHX Text 63.29
AutoCAD SHX Text 63.21
AutoCAD SHX Text 63.13
AutoCAD SHX Text 62.88
AutoCAD SHX Text 62.85
AutoCAD SHX Text 62.75
AutoCAD SHX Text 62.83
AutoCAD SHX Text 62.92
AutoCAD SHX Text 63.01
AutoCAD SHX Text 63.06
AutoCAD SHX Text
SIGN LIQ OXYGEN
AutoCAD SHX Text
TW66.02
AutoCAD SHX Text
TW66.02
AutoCAD SHX Text
TW66.03
AutoCAD SHX Text
TW66.03
AutoCAD SHX Text
TW66.04
AutoCAD SHX Text
INLET GR=60.01 INV=55.64
AutoCAD SHX Text
INLET GR=62.85 INV=61.05
AutoCAD SHX Text
INLET GR=62.84 INV=61.47
AutoCAD SHX Text
INLET GR=63.33 INV=61.53
AutoCAD SHX Text
INLET GR=63.06 INV=61.36
AutoCAD SHX Text
SHUT OFF PANEL ON CONC. PAD TOP PANEL EL.=72.5
AutoCAD SHX Text
TANK TOP EL=74.5
AutoCAD SHX Text
FUELING STATION EQUIPMENT ON CONC. PAD
AutoCAD SHX Text
FUELING STATION EQUIPMENT ON CONC. PAD
AutoCAD SHX Text
METAL PLATE COVERS
AutoCAD SHX Text
CONC. CURB
AutoCAD SHX Text
CONC. CURB
AutoCAD SHX Text
CONC. CURB
AutoCAD SHX Text
CONC. CURB
AutoCAD SHX Text
MASONRY WALL
AutoCAD SHX Text
CONC. CURB
AutoCAD SHX Text
MASONRY WALL
AutoCAD SHX Text
PUMPS & OIL/WATER SEPARATOR EQUIPMENT ON CONC. PAD
AutoCAD SHX Text
CONC. CURB
AutoCAD SHX Text
CONC. CURB
AutoCAD SHX Text
JET FUEL STORAGE TANK TOP TANK EL.=75.4
AutoCAD SHX Text
JET FUEL STORAGE TANK TOP TANK EL.=75.5
AutoCAD SHX Text
METAL STAIRS AND PLATFORM
AutoCAD SHX Text
METAL PLATFORM TOP HANDRAIL EL.=80.3
AutoCAD SHX Text
METAL STAIRS AND PLATFORM
AutoCAD SHX Text
LP ON PLATFORM TOP LP EL.=84.3 TOP LIGHTNING ROD EL.=85.4
AutoCAD SHX Text 62.52
AutoCAD SHX Text
LP ON PLATFORM TOP LP EL.=84.3 TOP LIGHTNING ROD EL.=85.4
AutoCAD SHX Text
LP ON PLATFORM TOP LP EL.=84.2 TOP LIGHTNING ROD EL.=85.3
AutoCAD SHX Text
INLET GR=62.46 INV=58.09
AutoCAD SHX Text
EYE WASH TOP EL.=70.9
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
PAINT STRIPING (TYP.)
AutoCAD SHX Text
PAINT STRIPING (TYP.)
AutoCAD SHX Text
GRASS AREA
AutoCAD SHX Text
6' HIGH C.L.F. W/ BARBED WIRE
AutoCAD SHX Text
6' HIGH C.L.F. W/ BARBED WIRE
AutoCAD SHX Text
6' HIGH C.L.F. W/ BARBED WIRE
AutoCAD SHX Text
6' HIGH C.L.F. W/ BARBED WIRE
AutoCAD SHX Text
INLET GR=62.45 INV=60.45
AutoCAD SHX Text
LP TOP EL.=84.9
AutoCAD SHX Text
ELEC. TRANSFORMER ON CONC. PAD TOP EL.=67.4
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
6' HIGH C.L.F. W/ BARBED WIRE
AutoCAD SHX Text
BITUMINOUS PAVING AREA
AutoCAD SHX Text
BITUMINOUS PAVING AREA
AutoCAD SHX Text
BITUMINOUS PAVING AREA
AutoCAD SHX Text
BITUMINOUS PAVING AREA
AutoCAD SHX Text
BITUMINOUS PAVING AREA
AutoCAD SHX Text
LP TOP EL.=85.4
AutoCAD SHX Text
30" RCP
AutoCAD SHX Text
30" RCP
AutoCAD SHX Text
10" DIP
AutoCAD SHX Text
GRASS AREA
AutoCAD SHX Text
GRASS AREA
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
DEMO EXIST. CONCRETE PAD AND CONTAINMENT CURBS (271 SF)
AutoCAD SHX Text
DEMO EXIST. CHAIN LINK FENCE
AutoCAD SHX Text
SALVAGE EXIST. GATE FOR REUSE
AutoCAD SHX Text
DEMO EXIST. CONCRETE PAD AND CONTAINMENT CURBS (271 SF)
AutoCAD SHX Text
DEMO 100 SF EXIST. ASHPALT
AutoCAD SHX Text
SAWCUT 69 LF (FOUR EDGES)
AutoCAD SHX Text
SAWCUT 69 LF (FOUR EDGES)
AutoCAD SHX Text
DEMO 292 SF EXIST. ASPHALT
AutoCAD SHX Text SALVAGE AND RELOCATE EXIST. UNDERGROUND SENSORS, KEYPADS AND GATE OPERATOR EQUIPMENT
AutoCAD SHX Text
DEMO 240 SF EXIST. ASHPALT
AutoCAD SHX Text
SAW CUT 91 LF (FOUR EDGES)
AutoCAD SHX Text
REMOVE EXISTING GROUNDING RODS WITHIN DEMO LIMITS (7 TOTAL RODS)
AutoCAD SHX Text
SAW CUT 17 LF (TWO EDGES)
AutoCAD SHX Text
DEMO 133 SF EXIST. ASHPALT
AutoCAD SHX Text
SAW CUT 32 LF (FOUR EDGES)
AutoCAD SHX Text
DEMO 141 SF EXIST. ASHPALT
AutoCAD SHX Text
SAW CUT 50 LF (FOUR EDGES)
AutoCAD SHX Text
DEMO 148 SF EXIST. ASHPALT
AutoCAD SHX Text
SAW CUT 50 LF (FOUR EDGES)
AutoCAD SHX Text
SAW CUT 48 LF (FOUR EDGES)
AutoCAD SHX Text
DEMO 146 SF EXIST. ASHPALT
AutoCAD SHX Text
SAW CUT 24 LF (FOUR EDGES)
AutoCAD SHX Text
DEMO 36 SF EXIST. ASHPALT
AutoCAD SHX Text
SAW CUT 31 LF (FOUR EDGES)
AutoCAD SHX Text
DEMO 58 SF EXIST. ASHPALT
AutoCAD SHX Text
SAW CUT 31 LF (FOUR EDGES)
AutoCAD SHX Text
DEMO 58 SF EXIST. ASHPALT
AutoCAD SHX Text N 613413.99 E 606013.90
AutoCAD SHX Text N 613446.28 E 606013.41
AutoCAD SHX Text N 613418.01 E 606033.50
AutoCAD SHX Text GENERAL NOTES: 1. LOCATION OF EXISTING UTILITIES IS APPROXIMATE. CONTRACTOR SHALL BE LOCATION OF EXISTING UTILITIES IS APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO CONSTRUCTION. 2. ALL FINISHED WORK AREAS SHALL HAVE POSITIVE DRAINAGE. ALL FINISHED WORK AREAS SHALL HAVE POSITIVE DRAINAGE. 3. BASE FUELING OPERATIONS IS TO BE NOTIFIED 24 HOURS PRIOR TO ANY BASE FUELING OPERATIONS IS TO BE NOTIFIED 24 HOURS PRIOR TO ANY CONSTRUCTION. 4. COORDINATE SEQUENCING OF CONSTRUCTION ACTIVITIES WITH BASE FUELING COORDINATE SEQUENCING OF CONSTRUCTION ACTIVITIES WITH BASE FUELING OPERATIONS REPRESENTATIVE IN ORDER TO MINIMIZE OPERATIONAL IMPACTS. 5. ALL ELEVATIONS FOR CONSTRUCTION SHALL BE FIELD VERIFIED. ALL ELEVATIONS FOR CONSTRUCTION SHALL BE FIELD VERIFIED. 6. MAINTAIN ACCESS FOR EMERGENCY VEHICLES AROUND AND TO ALL BUILDINGS MAINTAIN ACCESS FOR EMERGENCY VEHICLES AROUND AND TO ALL BUILDINGS DURING CONSTRUCTION. 7. REFER TO SHEETS C501 TO C503 FOR CONSTRUCTION DETAILS AND SHEET REFER TO SHEETS C501 TO C503 FOR CONSTRUCTION DETAILS AND SHEET C510 FOR EROSION CONTROL DETAILS. 8. REPAIRED PAVEMENT TO MAINTAIN EXISTING DRAINAGE PATTERNS. ALL REPAIRED PAVEMENT TO MAINTAIN EXISTING DRAINAGE PATTERNS. ALL PAVEMENT REPAIRS TO TIE INTO EXISTING PAVEMENT FLUSH AND SHALL RESULT IN NO PONDING OF WATER. CONSTRUCTION PHASING NOTES: 1. COORDINATE PHASING OF REPAIRS WITH LOCAL CONTRACTING OFFICER.COORDINATE PHASING OF REPAIRS WITH LOCAL CONTRACTING OFFICER.
AutoCAD SHX Text
DEMOLISH CONCRETE
AutoCAD SHX Text
DEMOLISH ASPHALT
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
LIMITS OF FENCE MODIFICATION
AutoCAD SHX Text NOTES: 1. ALL UNDERGROUND SENSORS AND KEYPADS SHALL BE RELOCATED DURING ALL UNDERGROUND SENSORS AND KEYPADS SHALL BE RELOCATED DURING GATE RELOCATION WORK.
EXISTING METAL STAIRS / WALKWAY
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IDENTIFICATION
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AI
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Civil Site Design by:
Civil Engineering Land Planning Landscape Architecture
Water Resources Property Services Arborist Services
50 Warm Springs Circle Roswell Georgia 30075
(770)641-1942 www.aecatl.com
SA
N
A N
TO
N
IO
, T
EX
AS
No. 25058
PROFESSIONAL
No. 25058
GER
C ENG I NE ER
DERETSI
HRISTOPH . F INK
E
AI
GROEG
ER J
FU
LL
VA
RI
O
US
R
EP
AI
RS
T O
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SITE LAYOUT PLAN
DEFICIENCIES: NCG-021, NCG-026, NCG-027
C-112
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FACILITIES: 66025, 66026, 66027
N C
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Scale 1" = 10'
201010
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text C/O
AutoCAD SHX Text
C/O CAP
AutoCAD SHX Text
C/O CAP
AutoCAD SHX Text
GRN 10"
AutoCAD SHX Text
GRN 10"
AutoCAD SHX Text
GRN 10"
AutoCAD SHX Text
GRN 10"
AutoCAD SHX Text
GRN 10"
AutoCAD SHX Text
SHUT OFF VALVE
AutoCAD SHX Text
SHUT OFF VALVE
AutoCAD SHX Text
GRN 10"
AutoCAD SHX Text
GRN 10"
AutoCAD SHX Text
MHE RIM=62.26
AutoCAD SHX Text
MHST RIM=62.77 INV=55.02
AutoCAD SHX Text
POST
AutoCAD SHX Text
POST
AutoCAD SHX Text
POST KEYPAD
AutoCAD SHX Text
POST KEYPAD
AutoCAD SHX Text
SIGN LIQ OXYGEN
AutoCAD SHX Text
INLET GR=60.01 INV=55.64
AutoCAD SHX Text
INLET GR=62.85 INV=61.05
AutoCAD SHX Text
INLET GR=62.84 INV=61.47
AutoCAD SHX Text
INLET GR=63.33 INV=61.53
AutoCAD SHX Text
INLET GR=63.06 INV=61.36
AutoCAD SHX Text
SHUT OFF PANEL ON CONC. PAD TOP PANEL EL.=72.5
AutoCAD SHX Text
TANK TOP EL=74.5
AutoCAD SHX Text
FUELING STATION EQUIPMENT ON CONC. PAD
AutoCAD SHX Text
FUELING STATION EQUIPMENT ON CONC. PAD
AutoCAD SHX Text
METAL PLATE COVERS
AutoCAD SHX Text
CONC. CURB
AutoCAD SHX Text
CONC. CURB
AutoCAD SHX Text
CONC. CURB
AutoCAD SHX Text
CONC. CURB
AutoCAD SHX Text
MASONRY WALL
AutoCAD SHX Text
CONC. CURB
AutoCAD SHX Text
MASONRY WALL
AutoCAD SHX Text
PUMPS & OIL/WATER SEPARATOR EQUIPMENT ON CONC. PAD
AutoCAD SHX Text
JET FUEL STORAGE TANK TOP TANK EL.=75.4
AutoCAD SHX Text
JET FUEL STORAGE TANK TOP TANK EL.=75.5
AutoCAD SHX Text
METAL STAIRS AND PLATFORM
AutoCAD SHX Text
METAL PLATFORM TOP HANDRAIL EL.=80.3
AutoCAD SHX Text
METAL STAIRS AND PLATFORM
AutoCAD SHX Text
LP ON PLATFORM TOP LP EL.=84.3 TOP LIGHTNING ROD EL.=85.4
AutoCAD SHX Text
LP ON PLATFORM TOP LP EL.=84.3 TOP LIGHTNING ROD EL.=85.4
AutoCAD SHX Text
LP ON PLATFORM TOP LP EL.=84.2 TOP LIGHTNING ROD EL.=85.3
AutoCAD SHX Text
INLET GR=62.46 INV=58.09
AutoCAD SHX Text
EYE WASH TOP EL.=70.9
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
PAINT STRIPING (TYP.)
AutoCAD SHX Text
PAINT STRIPING (TYP.)
AutoCAD SHX Text
GRASS AREA
AutoCAD SHX Text
6' HIGH C.L.F. W/ BARBED WIRE
AutoCAD SHX Text
6' HIGH C.L.F. W/ BARBED WIRE
AutoCAD SHX Text
6' HIGH C.L.F. W/ BARBED WIRE
AutoCAD SHX Text
INLET GR=62.45 INV=60.45
AutoCAD SHX Text
LP TOP EL.=84.9
AutoCAD SHX Text
ELEC. TRANSFORMER ON CONC. PAD TOP EL.=67.4
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
6' HIGH C.L.F. W/ BARBED WIRE
AutoCAD SHX Text
BITUMINOUS PAVING AREA
AutoCAD SHX Text
BITUMINOUS PAVING AREA
AutoCAD SHX Text
BITUMINOUS PAVING AREA
AutoCAD SHX Text
BITUMINOUS PAVING AREA
AutoCAD SHX Text
BITUMINOUS PAVING AREA
AutoCAD SHX Text
LP TOP EL.=85.4
AutoCAD SHX Text
30" RCP
AutoCAD SHX Text
30" RCP
AutoCAD SHX Text
10" DIP
AutoCAD SHX Text
GRASS AREA
AutoCAD SHX Text
GRASS AREA
AutoCAD SHX Text
INSTALL SALVAGED GATE, UNDERGROUND SENSORS, KEYPADS AND GATE OPERATOR EQUIPMENT
AutoCAD SHX Text
CONTAINMENT PAD WITH CURB
AutoCAD SHX Text CLEAN, REPAIR AND RESEAL EXIST. JOINTS (360 LF), CRACKS (60 LF). RESEAL WITH UV AND FUEL RESISTANT SEALANT.
AutoCAD SHX Text
CANOPY COLUMNS (TYP)
AutoCAD SHX Text
BOLLARDS (TYP) (10 TOTAL)
AutoCAD SHX Text
INSTALL NEW LIKE-KIND CHAIN LINK FENCE
AutoCAD SHX Text
JOINT AT ASPHALT/CONCRETE TRANSITION
AutoCAD SHX Text
JOINT AT ASPHALT/CONCRETE TRANSITION
AutoCAD SHX Text
JOINT AT ASPHALT/CONCRETE TRANSITION
AutoCAD SHX Text
CONCRETE PAVEMENT (TYP.)
AutoCAD SHX Text
DOWELED JOINT
AutoCAD SHX Text
CONTRACTION JOINT
AutoCAD SHX Text GENERAL NOTES: 1. LOCATION OF EXISTING UTILITIES IS APPROXIMATE. CONTRACTOR SHALL BE LOCATION OF EXISTING UTILITIES IS APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO CONSTRUCTION. 2. ALL FINISHED WORK AREAS SHALL HAVE POSITIVE DRAINAGE. ALL FINISHED WORK AREAS SHALL HAVE POSITIVE DRAINAGE. 3. BASE FUELING OPERATIONS IS TO BE NOTIFIED 24 HOURS PRIOR TO ANY BASE FUELING OPERATIONS IS TO BE NOTIFIED 24 HOURS PRIOR TO ANY CONSTRUCTION. 4. COORDINATE SEQUENCING OF CONSTRUCTION ACTIVITIES WITH BASE FUELING COORDINATE SEQUENCING OF CONSTRUCTION ACTIVITIES WITH BASE FUELING OPERATIONS REPRESENTATIVE IN ORDER TO MINIMIZE OPERATIONAL IMPACTS. 5. ALL ELEVATIONS FOR CONSTRUCTION SHALL BE FIELD VERIFIED. ALL ELEVATIONS FOR CONSTRUCTION SHALL BE FIELD VERIFIED. 6. MAINTAIN ACCESS FOR EMERGENCY VEHICLES AROUND AND TO ALL BUILDINGS MAINTAIN ACCESS FOR EMERGENCY VEHICLES AROUND AND TO ALL BUILDINGS DURING CONSTRUCTION. 7. REFER TO SHEETS C501 TO C503 FOR CONSTRUCTION DETAILS AND SHEET REFER TO SHEETS C501 TO C503 FOR CONSTRUCTION DETAILS AND SHEET C510 FOR EROSION CONTROL DETAILS. 8. REPAIRED PAVEMENT TO MAINTAIN EXISTING DRAINAGE PATTERNS. ALL REPAIRED PAVEMENT TO MAINTAIN EXISTING DRAINAGE PATTERNS. ALL PAVEMENT REPAIRS TO TIE INTO EXISTING PAVEMENT FLUSH AND SHALL RESULT IN NO PONDING OF WATER. CONSTRUCTION PHASING NOTES: 1. COORDINATE PHASING OF REPAIRS WITH LOCAL CONTRACTING OFFICER.COORDINATE PHASING OF REPAIRS WITH LOCAL CONTRACTING OFFICER.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
EXISTING CONCRETE
AutoCAD SHX Text
PROPOSED CONCRETE PAVING
AutoCAD SHX Text NOTES: 1. ALL UNDERGROUND SENSORS AND KEYPADS SHALL BE RELOCATED DURING ALL UNDERGROUND SENSORS AND KEYPADS SHALL BE RELOCATED DURING GATE RELOCATION WORK.
AutoCAD SHX Text
PROPOSED ASPHALT PAVING
AutoCAD SHX Text
PROPOSED CRACK/JOINT REPAIR AREA
EXISTING METAL STAIRS / WALKWAY
CFL
CFL
IP-2
IP-2 IP-2
IP-2
CFL
IP-2
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IDENTIFICATION
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Civil Site Design by:
Civil Engineering Land Planning Landscape Architecture
Water Resources Property Services Arborist Services
50 Warm Springs Circle Roswell Georgia 30075
(770)641-1942 www.aecatl.com
SA
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TO
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No. 25058
PROFESSIONAL
No. 25058
GER
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GRADING AND EROSION CONTROL
DEFICIENCIES: NCG-021, NCG-026, NCG-027
C-113
G R
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IN
G A
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SI
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C O
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FACILITIES: 66025, 66026, 66027
N C
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Scale 1" = 10'
201010
EROSION CONTROL LEGEND
CFL
IP-2
AutoCAD SHX Text T64.05
AutoCAD SHX Text T64.19
AutoCAD SHX Text T64.13
AutoCAD SHX Text T64.12
AutoCAD SHX Text T64.09
AutoCAD SHX Text T64.47
AutoCAD SHX Text T64.49
AutoCAD SHX Text T64.36
AutoCAD SHX Text T64.24
AutoCAD SHX Text T64.20
AutoCAD SHX Text T64.31
AutoCAD SHX Text T64.39
AutoCAD SHX Text T64.59
AutoCAD SHX Text T64.48
AutoCAD SHX Text T64.51
AutoCAD SHX Text T64.56
AutoCAD SHX Text T64.58
AutoCAD SHX Text T64.48
AutoCAD SHX Text T63.42
AutoCAD SHX Text T63.48
AutoCAD SHX Text T63.39
AutoCAD SHX Text T63.41
AutoCAD SHX Text T63.43
AutoCAD SHX Text T63.41
AutoCAD SHX Text T62.99
AutoCAD SHX Text T62.97
AutoCAD SHX Text T62.97
AutoCAD SHX Text T62.98
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text B.
AutoCAD SHX Text
BW62.85
AutoCAD SHX Text
BW62.42
AutoCAD SHX Text
BW62.14
AutoCAD SHX Text
BW62.18
AutoCAD SHX Text C/O
AutoCAD SHX Text
C/O CAP
AutoCAD SHX Text
C/O CAP
AutoCAD SHX Text 63.35
AutoCAD SHX Text 62.78
AutoCAD SHX Text 62.59
AutoCAD SHX Text 62.89
AutoCAD SHX Text 63.03
AutoCAD SHX Text 63.27
AutoCAD SHX Text 63.73
AutoCAD SHX Text 63.78
AutoCAD SHX Text 63.95
AutoCAD SHX Text 63.95
AutoCAD SHX Text 63.87
AutoCAD SHX Text 63.53
AutoCAD SHX Text 63.40
AutoCAD SHX Text 63.06
AutoCAD SHX Text 63.04
AutoCAD SHX Text 63.36
AutoCAD SHX Text 63.67
AutoCAD SHX Text 63.33
AutoCAD SHX Text 63.35
AutoCAD SHX Text 63.35
AutoCAD SHX Text 63.32
AutoCAD SHX Text 63.33
AutoCAD SHX Text 63.33
AutoCAD SHX Text 63.65
AutoCAD SHX Text 62.27
AutoCAD SHX Text 62.25
AutoCAD SHX Text 62.27
AutoCAD SHX Text 62.24
AutoCAD SHX Text 62.34
AutoCAD SHX Text 62.36
AutoCAD SHX Text 62.26
AutoCAD SHX Text 62.27
AutoCAD SHX Text 62.43
AutoCAD SHX Text 62.45
AutoCAD SHX Text 62.41
AutoCAD SHX Text 62.39
AutoCAD SHX Text 63.33
AutoCAD SHX Text 63.36
AutoCAD SHX Text 63.34
AutoCAD SHX Text 63.33
AutoCAD SHX Text 63.65
AutoCAD SHX Text 63.64
AutoCAD SHX Text 63.63
AutoCAD SHX Text 63.67
AutoCAD SHX Text 63.37
AutoCAD SHX Text 63.72
AutoCAD SHX Text 63.92
AutoCAD SHX Text 63.98
AutoCAD SHX Text 63.98
AutoCAD SHX Text 62.87
AutoCAD SHX Text 62.88
AutoCAD SHX Text 62.88
AutoCAD SHX Text 62.85
AutoCAD SHX Text 63.31
AutoCAD SHX Text 63.62
AutoCAD SHX Text 63.40
AutoCAD SHX Text 63.61
AutoCAD SHX Text 62.89
AutoCAD SHX Text 62.87
AutoCAD SHX Text 62.87
AutoCAD SHX Text 62.86
AutoCAD SHX Text 63.33
AutoCAD SHX Text 63.48
AutoCAD SHX Text 63.35
AutoCAD SHX Text 63.37
AutoCAD SHX Text 63.36
AutoCAD SHX Text 63.34
AutoCAD SHX Text 63.52
AutoCAD SHX Text 63.80
AutoCAD SHX Text 63.96
AutoCAD SHX Text 63.66
AutoCAD SHX Text 63.99
AutoCAD SHX Text 63.86
AutoCAD SHX Text 63.08
AutoCAD SHX Text 63.08
AutoCAD SHX Text 63.08
AutoCAD SHX Text 63.06
AutoCAD SHX Text 63.43
AutoCAD SHX Text 63.58
AutoCAD SHX Text 63.86
AutoCAD SHX Text 63.23
AutoCAD SHX Text 63.16
AutoCAD SHX Text 63.15
AutoCAD SHX Text 62.87
AutoCAD SHX Text 62.70
AutoCAD SHX Text 62.53
AutoCAD SHX Text 62.45
AutoCAD SHX Text 63.11
AutoCAD SHX Text 62.95
AutoCAD SHX Text 62.87
AutoCAD SHX Text 62.89
AutoCAD SHX Text 62.54
AutoCAD SHX Text 62.50
AutoCAD SHX Text 62.50
AutoCAD SHX Text 62.54
AutoCAD SHX Text 62.43
AutoCAD SHX Text 62.32
AutoCAD SHX Text 62.49
AutoCAD SHX Text 61.96
AutoCAD SHX Text 62.15
AutoCAD SHX Text 62.50
AutoCAD SHX Text 62.58
AutoCAD SHX Text 64.20
AutoCAD SHX Text 63.78
AutoCAD SHX Text 63.58
AutoCAD SHX Text 63.32
AutoCAD SHX Text 62.68
AutoCAD SHX Text 62.48
AutoCAD SHX Text 62.02
AutoCAD SHX Text 61.82
AutoCAD SHX Text 61.90
AutoCAD SHX Text 62.08
AutoCAD SHX Text 62.92
AutoCAD SHX Text 62.87
AutoCAD SHX Text 62.63
AutoCAD SHX Text 62.42
AutoCAD SHX Text 62.30
AutoCAD SHX Text 62.22
AutoCAD SHX Text 62.20
AutoCAD SHX Text 62.29
AutoCAD SHX Text 62.27
AutoCAD SHX Text 62.87
AutoCAD SHX Text 62.87
AutoCAD SHX Text 62.52
AutoCAD SHX Text 67.08
AutoCAD SHX Text 61.85
AutoCAD SHX Text 61.73
AutoCAD SHX Text 61.87
AutoCAD SHX Text 64.04
AutoCAD SHX Text 64.30
AutoCAD SHX Text 64.20
AutoCAD SHX Text 64.07
AutoCAD SHX Text 63.81
AutoCAD SHX Text 63.67
AutoCAD SHX Text 63.73
AutoCAD SHX Text 63.69
AutoCAD SHX Text 63.57
AutoCAD SHX Text 63.12
AutoCAD SHX Text 62.88
AutoCAD SHX Text 63.00
AutoCAD SHX Text 63.04
AutoCAD SHX Text 63.00
AutoCAD SHX Text 62.72
AutoCAD SHX Text 61.42
AutoCAD SHX Text G63.58
AutoCAD SHX Text G63.73
AutoCAD SHX Text G63.68
AutoCAD SHX Text G63.65
AutoCAD SHX Text G63.63
AutoCAD SHX Text G63.99
AutoCAD SHX Text G64.05
AutoCAD SHX Text G63.90
AutoCAD SHX Text G63.79
AutoCAD SHX Text G63.76
AutoCAD SHX Text G63.84
AutoCAD SHX Text G63.93
AutoCAD SHX Text G64.12
AutoCAD SHX Text G63.99
AutoCAD SHX Text G64.02
AutoCAD SHX Text G64.11
AutoCAD SHX Text G64.07
AutoCAD SHX Text G64.00
AutoCAD SHX Text G63.09
AutoCAD SHX Text G63.02
AutoCAD SHX Text G62.94
AutoCAD SHX Text G62.43
AutoCAD SHX Text G62.41
AutoCAD SHX Text G62.58
AutoCAD SHX Text G62.77
AutoCAD SHX Text G62.44
AutoCAD SHX Text G62.71
AutoCAD SHX Text G62.90
AutoCAD SHX Text 63.1
AutoCAD SHX Text 63.7
AutoCAD SHX Text 64.1
AutoCAD SHX Text 64.3
AutoCAD SHX Text 64.3
AutoCAD SHX Text 64.3
AutoCAD SHX Text 64.3
AutoCAD SHX Text 63.9
AutoCAD SHX Text 63.9
AutoCAD SHX Text 63.8
AutoCAD SHX Text 63.8
AutoCAD SHX Text 63.9
AutoCAD SHX Text 63.8
AutoCAD SHX Text 63.4
AutoCAD SHX Text 63.1
AutoCAD SHX Text 64.0
AutoCAD SHX Text 64.1
AutoCAD SHX Text 64.2
AutoCAD SHX Text 61.2
AutoCAD SHX Text 61.8
AutoCAD SHX Text 62.8
AutoCAD SHX Text 62.9
AutoCAD SHX Text
GRN 10"
AutoCAD SHX Text
GRN 10"
AutoCAD SHX Text
GRN 10"
AutoCAD SHX Text
GRN 10"
AutoCAD SHX Text
GRN 10"
AutoCAD SHX Text
SHUT OFF VALVE
AutoCAD SHX Text
SHUT OFF VALVE
AutoCAD SHX Text
GRN 10"
AutoCAD SHX Text
GRN 10"
AutoCAD SHX Text
MHE RIM=62.26
AutoCAD SHX Text
MHST RIM=62.77 INV=55.02
AutoCAD SHX Text
POST
AutoCAD SHX Text
POST
AutoCAD SHX Text
POST KEYPAD
AutoCAD SHX Text
POST KEYPAD
AutoCAD SHX Text 63.52
AutoCAD SHX Text 63.75
AutoCAD SHX Text 63.72
AutoCAD SHX Text 63.63
AutoCAD SHX Text 63.42
AutoCAD SHX Text 63.03
AutoCAD SHX Text 63.31
AutoCAD SHX Text 63.29
AutoCAD SHX Text 63.21
AutoCAD SHX Text 63.13
AutoCAD SHX Text 62.88
AutoCAD SHX Text 62.85
AutoCAD SHX Text 62.75
AutoCAD SHX Text 62.83
AutoCAD SHX Text 62.92
AutoCAD SHX Text 63.01
AutoCAD SHX Text 63.06
AutoCAD SHX Text
SIGN LIQ OXYGEN
AutoCAD SHX Text
TW66.02
AutoCAD SHX Text
TW66.02
AutoCAD SHX Text
TW66.03
AutoCAD SHX Text
TW66.03
AutoCAD SHX Text
TW66.04
AutoCAD SHX Text
INLET GR=60.01 INV=55.64
AutoCAD SHX Text
INLET GR=62.85 INV=61.05
AutoCAD SHX Text
INLET GR=62.84 INV=61.47
AutoCAD SHX Text
INLET GR=63.33 INV=61.53
AutoCAD SHX Text
INLET GR=63.06 INV=61.36
AutoCAD SHX Text
SHUT OFF PANEL ON CONC. PAD TOP PANEL EL.=72.5
AutoCAD SHX Text
TANK TOP EL=74.5
AutoCAD SHX Text
FUELING STATION EQUIPMENT ON CONC. PAD
AutoCAD SHX Text
FUELING STATION EQUIPMENT ON CONC. PAD
AutoCAD SHX Text
METAL PLATE COVERS
AutoCAD SHX Text
CONC. CURB
AutoCAD SHX Text
CONC. CURB
AutoCAD SHX Text
CONC. CURB
AutoCAD SHX Text
CONC. CURB
AutoCAD SHX Text
MASONRY WALL
AutoCAD SHX Text
CONC. CURB
AutoCAD SHX Text
MASONRY WALL
AutoCAD SHX Text
PUMPS & OIL/WATER SEPARATOR EQUIPMENT ON CONC. PAD
AutoCAD SHX Text
JET FUEL STORAGE TANK TOP TANK EL.=75.4
AutoCAD SHX Text
JET FUEL STORAGE TANK TOP TANK EL.=75.5
AutoCAD SHX Text
METAL STAIRS AND PLATFORM
AutoCAD SHX Text
METAL PLATFORM TOP HANDRAIL EL.=80.3
AutoCAD SHX Text
METAL STAIRS AND PLATFORM
AutoCAD SHX Text
LP ON PLATFORM TOP LP EL.=84.3 TOP LIGHTNING ROD EL.=85.4
AutoCAD SHX Text 62.52
AutoCAD SHX Text
LP ON PLATFORM TOP LP EL.=84.3 TOP LIGHTNING ROD EL.=85.4
AutoCAD SHX Text
LP ON PLATFORM TOP LP EL.=84.2 TOP LIGHTNING ROD EL.=85.3
AutoCAD SHX Text
INLET GR=62.46 INV=58.09
AutoCAD SHX Text
EYE WASH TOP EL.=70.9
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
SENSOR LINE
AutoCAD SHX Text
PAINT STRIPING (TYP.)
AutoCAD SHX Text
PAINT STRIPING (TYP.)
AutoCAD SHX Text
GRASS AREA
AutoCAD SHX Text
6' HIGH C.L.F. W/ BARBED WIRE
AutoCAD SHX Text
6' HIGH C.L.F. W/ BARBED WIRE
AutoCAD SHX Text
6' HIGH C.L.F. W/ BARBED WIRE
AutoCAD SHX Text
INLET GR=62.45 INV=60.45
AutoCAD SHX Text
LP TOP EL.=84.9
AutoCAD SHX Text
ELEC. TRANSFORMER ON CONC. PAD TOP EL.=67.4
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
6' HIGH C.L.F. W/ BARBED WIRE
AutoCAD SHX Text
BITUMINOUS PAVING AREA
AutoCAD SHX Text
BITUMINOUS PAVING AREA
AutoCAD SHX Text
BITUMINOUS PAVING AREA
AutoCAD SHX Text
BITUMINOUS PAVING AREA
AutoCAD SHX Text
BITUMINOUS PAVING AREA
AutoCAD SHX Text
LP TOP EL.=85.4
AutoCAD SHX Text
30" RCP
AutoCAD SHX Text
30" RCP
AutoCAD SHX Text
10" DIP
AutoCAD SHX Text
GRASS AREA
AutoCAD SHX Text
GRASS AREA
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 EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN NOTES 1) EROSION CONTROL PRACTICES MUST COMPLY WITH MINIMUM BEST MANAGEMENT EROSION CONTROL PRACTICES MUST COMPLY WITH MINIMUM BEST MANAGEMENT PRACTICES FOR EROSION CONTROL, AND SHALL COMPLY WITH THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST REVISION. 2) MULCH, TEMPORARY VEGETATION, PERMANENT (PERENNIAL) VEGETATION SHALL MULCH, TEMPORARY VEGETATION, PERMANENT (PERENNIAL) VEGETATION SHALL BE COMPLETED ON ALL EXPOSED AREAS WITHIN 7 DAYS AFTER DISTURBANCE. 3) DISTURBED AREAS LEFT IDLE FOR FIVE (5) DAYS, AND NOT TO FINAL GRADE, DISTURBED AREAS LEFT IDLE FOR FIVE (5) DAYS, AND NOT TO FINAL GRADE, WILL BE STABILIZED. 4) STORM WATER POLLUTION AND PREVENTION PLAN NOT REQUIRED FOR THIS STORM WATER POLLUTION AND PREVENTION PLAN NOT REQUIRED FOR THIS PROJECT. 5) EROSION AND SEDIMENTATION CONTROL DEVICES MUST BE INSTALLED AND EROSION AND SEDIMENTATION CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY GRADING ON SITE. PLEASE CALL BASE FUELING OPERATIONS WITH ENOUGH LEAD-TIME FOR AN INSPECTION TO MEET YOUR SCHEDULE. 6) SEDIMENT/EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM SEDIMENT/EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE DEVICE. ADDITIONAL DEVICES MUST BE INSTALLED IF NEW CHANNELS HAVE DEVELOPED. 7) GENERAL CONTRACTOR SHALL FLUSH OUT ANY SILT WITHIN THE STORM GENERAL CONTRACTOR SHALL FLUSH OUT ANY SILT WITHIN THE STORM DRAINAGE SYSTEM AT END OF PROJECT AND CLEAN OUT ALL SILT CONTROL STORM STRUCTURES.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text
NORTH
AutoCAD SHX Text GENERAL NOTES: 1. LOCATION OF EXISTING UTILITIES IS APPROXIMATE. CONTRACTOR SHALL BE LOCATION OF EXISTING UTILITIES IS APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO CONSTRUCTION. 2. ALL FINISHED WORK AREAS SHALL HAVE POSITIVE DRAINAGE. ALL FINISHED WORK AREAS SHALL HAVE POSITIVE DRAINAGE. 3. BASE FUELING OPERATIONS IS TO BE NOTIFIED 24 HOURS PRIOR TO ANY BASE FUELING OPERATIONS IS TO BE NOTIFIED 24 HOURS PRIOR TO ANY CONSTRUCTION. 4. COORDINATE SEQUENCING OF CONSTRUCTION ACTIVITIES WITH BASE FUELING COORDINATE SEQUENCING OF CONSTRUCTION ACTIVITIES WITH BASE FUELING OPERATIONS REPRESENTATIVE IN ORDER TO MINIMIZE OPERATIONAL IMPACTS. 5. ALL ELEVATIONS FOR CONSTRUCTION SHALL BE FIELD VERIFIED. ALL ELEVATIONS FOR CONSTRUCTION SHALL BE FIELD VERIFIED. 6. MAINTAIN ACCESS FOR EMERGENCY VEHICLES AROUND AND TO ALL BUILDINGS MAINTAIN ACCESS FOR EMERGENCY VEHICLES AROUND AND TO ALL BUILDINGS DURING CONSTRUCTION. 7. REFER TO SHEETS C501 TO C503 FOR CONSTRUCTION DETAILS AND SHEET REFER TO SHEETS C501 TO C503 FOR CONSTRUCTION DETAILS AND SHEET C510 FOR EROSION CONTROL DETAILS. 8. REPAIRED PAVEMENT TO MAINTAIN EXISTING DRAINAGE PATTERNS. ALL REPAIRED PAVEMENT TO MAINTAIN EXISTING DRAINAGE PATTERNS. ALL PAVEMENT REPAIRS TO TIE INTO EXISTING PAVEMENT FLUSH AND SHALL RESULT IN NO PONDING OF WATER. CONSTRUCTION PHASING NOTES: 1. COORDINATE PHASING OF REPAIRS WITH LOCAL CONTRACTING OFFICER.COORDINATE PHASING OF REPAIRS WITH LOCAL CONTRACTING OFFICER.
AutoCAD SHX Text
REFER TO SHEET C510 FOR EROSION CONTROL DETAILS
AutoCAD SHX Text
COMPOST FILTER LOG
INLET PROTECTION TYPE 2
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6' F
AB
R
IC
W
ID
TH
3' -4
6"
10'-0" MAXIMUM
6"
3' -4
" M
IN
16" MIN. DIA.
CONCRETE BASE
TOP RAIL
BRACE RAIL
LINE POST
LINE POST
GRADE
HOG RINGS (TYP.)
10" MIN. DIA.
1'-0"
1'-0"
1'- 6"
6"
(TYP.)
1'-0"
1'-10" 7.5" (T
YP.)
35 DEGREES
FABRIC
TENSION BAR
CARRIAGE BOLT
FABRIC
TENSION BAND
PULL POST
LINE POST
LINE POST
TRUSS ROD TRUSS ROD
10'-0" MAX. 10'-0" MAX.
'-0
1'-0"
FENCE POST
NO SCALE
NO SCALE
NO SCALE
NO SCALE
STEEL POST SCHEDULE
USE AND SECTION
MINIMUM OUTSIDE DIMENSIONS (NOMINAL)
FABRIC WIDTH 72"
CORNER, END & PULL POSTS
TUBULAR - ROUND
LINE POSTS
TUBULAR - ROUND
TOP, BOTTOM & BRACE RAILS
TUBULAR - ROUND
BRACE RAILS
BRACE RAILS
1'-0"
CONCRETE BASE
1 1/2" (TYP.)
2"
CHAIN-LINK SECURITY FENCE DETAIL
H-BEAM
BRACE RAIL CLAMP DETAILSTRUSS ROD AND BAND TENSION BAND DETAIL
FASTENING DETAILS
H-BEAM ROUND POST
LINE POST ATTACHMENTS
BRACE PANEL DETAIL
GROUNDING DETAIL
TOP OR BRACE RAIL ATTACHMENT
ROUND POST
3/8" PLAIN PIN RIVETED FLUSH
(TYP.)
45 DEGREES
LOCK PIN (TYP.) BARBED WIRE (TYP.)
3/8" PLAIN PIN RIVETED FLUSH
(TYP.)
9-GAGE STEEL TIE…
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