36C24718R0118-004.pdf

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INSTALL EMERGENCY POWER

GENERATOR

CARL VINSON VA MEDICAL CENTER

DUBLIN, GEORGIA

557-16-102

OCT 31, 2016

APPLIEDENGINEERING

SOLUTIONS

DESCRIPTION

Sd1 SEDIMENT

BARRIER

DETAIL

Rp

Co

Cd

RIPRAP

CONSTRUCTION

CHECKDAMS

EXIT

CODE PRACTICE SYMBOL

MAP

St

PROTECTION

INLET/OUTLET

STORM DRAIN

TEMPORARY

SEDIMENT TRAP,Sd2

PLANTING OPTIONS

PLANTING DATES & SEED RATES FOR TEMPORARY VEGETATION

REGION 1 REGION 2 REGION 3 ACRE

# PER

PLANTING DATES SEED RATES

(PURE LIVE SEED)

2/ 1/

3/1

FABRIC AND SUPPORTING FRAME FOR TEMPORARY

STEEL FRAME AND SILT FENCE INSTALLATION

INLET PROTECTION

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CIVIL SITE DEVELOPMENT

PLAN

C1.1

WYE

6" OR 4" PVC

PVC 18" BEND

9" x 9" x 4" CONC. PAD

THREADED CLEANOUT PLUG.

COUNTERSUNK BRASS, PVC,

OR CAST IRON

MIN. GR. 1 4" PER FOOT

UP TO 24" DIA.

REGULAR

MONOLITHIC BASE

CONCRETE INVERT

PLACED IN FIELD.

1" MORTAR

PIPE OPENING AS REQUIRED, USE DUKOR

KOR-N-SEAL FLEXIBLE NEOPRENE BOOT OR

APPROVED EQUAL.

3:1 SLOPE

REINFORCING TO MEET

ASTM A-185, 0.12in./ft.

PRECAST MANHOLE TO MEET ALL

REQUIREMENTS OF ASTM C-148(LATEST)

NOTE: ALL MANHOLES SHALL BE ECCENTRIC

CONE TYPE. VERTICAL SIDE WITH STEPS TO

BE POSITIONED OVER INVERT SHELF AND

AWAY FROM DROP CONNECTIONS.

PREFORMED PLASTIC GASKET WITH PRIMER, TO MEET

FED. SPEC. SS-S-00210, "RAM-NEK" OR APPROVED EQUAL.

ASSEMBLE ACCORDING TO MANUFACTURERS

RECOMMENDATIONS.

PLASTIC COATED METAL STEPS TO MEET ASTM C-478,

M.A. INDUSTRIES, PSI-PF, OR APPROVED EQUAL.

BRICK COURSES FOR ADJUSTING TO GRADE.

STD. MANHOLE FRAME AND COVER.

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WV

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SIGNAL MANHOLE (MH-1A) TOP EL: 245.00'

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ELECTRICAL PANEL

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STORAGE TRAILER

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ELECTRICAL POWER STATION

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EX GRATE INLET TOP EL: 243.40' INV. EL: 237.04'

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GRATE INLET TOP EL: 243.32' INV. EL: 237.25'

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GRATE INLET TOP EL: 243.18' INV. EL: 241.50'

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CLEANOUT

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PIPE RACK

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HIGH PRESSURE GAS REGULATOR STATION (CITY OF DUBLIN)

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TWO STORY BRICK (BUILDING # 27) F.F. EL: 245.18

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SINGLE STORY METAL BUILDING F.F. EL: 245.21'

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6' HIGH CHAINLINK FENCE

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6' HIGH CHAINLINK FENCE

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6' HIGH CHAINLINK FENCE

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6' HIGH CHAINLINK FENCE

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6' HIGH CHAINLINK FENCE

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4' SIDEWALK

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3' HIGH RAILING

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3' SIDEWALK

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GRASSED AREA

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DIESEL FUEL TANKS

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GENERATOR

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ET

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ET

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POWER BUILDING

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POWER BUILDING

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CONCRETE PAD

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WATER FAUCET

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IRRIGATION CONTROL VALVE BOX

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BENCHMARK EL: 245.54'

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GRASSED AREA

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36" RCP

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36" RCP

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36" RCP

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36"RCP

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8" TERRA

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6" TERRA

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6" TERRA

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PROP CONC. PAD FFE: 245.54

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PROPOSED CONCRETE PAD FFE: 245.54

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EX GRATE INLET TOP EL: 242.23' INV. EL: 237.22'

AutoCAD SHX Text ±28.3'

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HP 244.2

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HP 244.2

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HP 244.7

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GRID

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AutoCAD SHX Text 0.5'

AutoCAD SHX Text ±3'

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TIE TO EXISTING MANHOLE

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EX 4" GAS LINE

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PROPOSED CLEANOUT SEE DETAIL

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PROPOSED CLEANOUT SEE DETAIL

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DIVERTED 36" RCP STORM (TYP.)

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AutoCAD SHX Text one-quarter inch = one foot

AutoCAD SHX Text one-eighth inch = one foot

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AutoCAD SHX Text three-eighths inch = one foot

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AutoCAD SHX Text one-half inch = one foot

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AutoCAD SHX Text one and one-half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text three-quarters inch = one foot

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AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Dwg. of

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DRAWING NO.

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VA FORM 08-6231A, MAR 1984

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U.S.GOVERNMENT PRINTING OFFICE:1984-440-467

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text Approved Project Director

AutoCAD SHX Text Recommended Approvals:

AutoCAD SHX Text Medical Center Director:

AutoCAD SHX Text Associate Director:

AutoCAD SHX Text Chief of Staff:

AutoCAD SHX Text Assoc. Dir. for Patient Services:

AutoCAD SHX Text service Line Mgrs. for Affected Area:

AutoCAD SHX Text Operations Service Line Manager:

AutoCAD SHX Text Infection Control:

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AutoCAD SHX Text General Engineer:

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COTR:

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AutoCAD SHX Text 440 Martin Luther King, Jr. Blvd., Suite 401 Macon, Georgia 31201 Phone: (478) 314-1270 - Fax: (478) 314-1271 www.aes-pe.com

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DEMOLITION NOTES:

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(THIS SHEET ONLY)

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1. ONCE ALL STORM SEWER LINES ARE DIVERTED AND FUNCTIONAL. ONCE ALL STORM SEWER LINES ARE DIVERTED AND FUNCTIONAL. CONTRACTOR SHALL REMOVE IN THEIR ENTIRETY ALL ABANDONED STORM SEWER INFRASTRUCTURE BENEATH THE FOOTPRINT OF THE PROPOSED SLAB. 2. OVERHEAD ELECTRIC LINE AND UTILITY POLE TO BE RELOCATED BY OVERHEAD ELECTRIC LINE AND UTILITY POLE TO BE RELOCATED BY OWNER. 3. EXISTING STORAGE TRAILER TO BE MOVED BY OWNER.EXISTING STORAGE TRAILER TO BE MOVED BY OWNER.

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GENERAL NOTES:

AutoCAD SHX Text A. SITE PLAN WAS BASED UPON EXISTING SITE PLAN WAS BASED UPON EXISTING TOPOGRAPHIC SURVEY COMPLETED BY TANNER AND ASSOCIATES - LAND SURVEYOR ON 4/25/16. THE PLAT NUMBERED BT00754 WAS COMPLETED 4/28/16.CONTACT TANNER AND ASSOCIATES - LAND SURVEYORS AT (478)278-9492. B. CONSTRUCT THE GRATE INLETS ACCORDING TO CONSTRUCT THE GRATE INLETS ACCORDING TO GDOT STD. DETAIL 1019A TYPE "C". C. REMOVE ALL TEMPORARY BMP MEASURES WHEN REMOVE ALL TEMPORARY BMP MEASURES WHEN SITE IS STABILIZED WITH VEGETATION.

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NEW WORK NOTES:

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(THIS SHEET ONLY)

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1. CONSTRUCT A 40.5' X 28.3' X 18" THICK CONCRETE SLAB FOR GENERATOR ENCLOSURE, FUEL TANK, CONSTRUCT A 40.5' X 28.3' X 18" THICK CONCRETE SLAB FOR GENERATOR ENCLOSURE, FUEL TANK, AND TRANSFORMER ON STRUCTURAL FILL MATERIAL COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. CONFIRM EXISTING SLAB WIDTH AND ELEVATION (245.54), ATTACH TO EXISTING SLAB AND EXTEND AS SHOWN. ALSO SEE NOTE #8 BELOW. 2. CONSTRUCT 39' X 16' X 18" THICK CONCRETE SLAB FOR MV SWITCHGEAR ON STRUCTURAL FILL CONSTRUCT 39' X 16' X 18" THICK CONCRETE SLAB FOR MV SWITCHGEAR ON STRUCTURAL FILL COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 3. INSTALL GRATED DROP INLET BOX (INVERT = +/- 237.17 WITH TOP SET AT ELEV. 244.3) ON EXISTING INSTALL GRATED DROP INLET BOX (INVERT = +/- 237.17 WITH TOP SET AT ELEV. 244.3) ON EXISTING 36-INCH STORM SEWER LINE AND INSTALL +/- 14 FEET OF NEW DIVERTED 36” RCP AT 0.013% GRADE. RCP AT 0.013% GRADE. DO NOT DISTURB NEARBY EXISTING GAS MAIN. 4. INSTALL GRATED DROP INLET BOX (INVERT = +/- 237.18 WITH TOP SET AT ELEV. 243.2) AT LOCATION INSTALL GRATED DROP INLET BOX (INVERT = +/- 237.18 WITH TOP SET AT ELEV. 243.2) AT LOCATION SHOWN AND INSTALL +/- 32 FEET OF NEW DIVERTED 36" RCP AT GRADE 0.013% TO LOCATION OF EXISTING 36" RCP. 5. INSTALL GRATED DROP INLET BOX (INVERT = +/- 237.23 WITH TOP SET AT ELEV. 243.2) ON EXISTING INSTALL GRATED DROP INLET BOX (INVERT = +/- 237.23 WITH TOP SET AT ELEV. 243.2) ON EXISTING 36-INCH STORM SEWER LINE. MATCH PIPE CROWNS AT TIE-IN CONNECTION BOXES (TYPICAL). DO NOT DISTURB NEARBY SANITARY LINE (ALSO SEE NOTE #11). 6. INSTALL +/- 27 LF 18” RCP @ 5 % WITH CONCRETE FLARED END SECTION SET AT ELEV. 242.5. INSTALL +/- 27 LF 18” RCP @ 5 % WITH CONCRETE FLARED END SECTION SET AT ELEV. 242.5. RCP @ 5 % WITH CONCRETE FLARED END SECTION SET AT ELEV. 242.5. INVERT OF 18” RCP AT BOX = 241.15. NOTE THAT A FIELD ADJUSTMENT MAY BE MADE ON THE GRADE RCP AT BOX = 241.15. NOTE THAT A FIELD ADJUSTMENT MAY BE MADE ON THE GRADE OF THIS LINE (MINIMUM GRADE = 1.5% & MAXIMUM GRADE = 14%) TO ACCOMMODATE CONNECTING UNDERGROUND UTILITY DUCT BANK BETWEEN MV SWITCHGEAR SLAB AND ELECTRICAL GENERATOR SLAB. 7. TIE SMALLER STORM PIPE DRAINS (I.E. 6” TERRA) INTO NEAREST BOX OR WITH SCH 80 PVC PIPE AS TIE SMALLER STORM PIPE DRAINS (I.E. 6” TERRA) INTO NEAREST BOX OR WITH SCH 80 PVC PIPE AS TERRA) INTO NEAREST BOX OR WITH SCH 80 PVC PIPE AS INDICATED. 8. INSPECT EXISTING 36-INCH OUTFALL STORM SEWER LINE ALL THE WAY TO AND INCLUDING THE NEXT INSPECT EXISTING 36-INCH OUTFALL STORM SEWER LINE ALL THE WAY TO AND INCLUDING THE NEXT STRUCTURE AND REPORT ANY STRUCTURAL PIPE DEFECTS OR BLOCKAGES TO STORMWATER FLOW. 9. SLAB EXPOSED EDGES ARE TO TYPICALLY HAVE 1.5” CHAMFERS AND BE RAISED TO 6.5-INCHES ABOVE SLAB EXPOSED EDGES ARE TO TYPICALLY HAVE 1.5” CHAMFERS AND BE RAISED TO 6.5-INCHES ABOVE CHAMFERS AND BE RAISED TO ±6.5-INCHES ABOVEGRADE WITH A MINIMUM 2-FOOT WIDE EMBANKMENT SHOULDER SLOPED AWAY FROM SLAB AT 4% GRADE. THE “245” CONTOUR LINE IS PROPOSED TO BE ON THE FACE OF THE RAISED SLAB AND IS NOT VISIBLE 245” CONTOUR LINE IS PROPOSED TO BE ON THE FACE OF THE RAISED SLAB AND IS NOT VISIBLE CONTOUR LINE IS PROPOSED TO BE ON THE FACE OF THE RAISED SLAB AND IS NOT VISIBLE ON THE SITE PLAN. 10. SEE DRAWING E1.2 FOR TOPSOIL REPLACEMENT DETAIL AND RESEEDING REQUIREMENTS. SEE DRAWING E1.2 FOR TOPSOIL REPLACEMENT DETAIL AND RESEEDING REQUIREMENTS. 11. SANITARY SEWER SHOWN ON CAMPUS OVERALL DRAWING & CONFIRMED TO EXIST. FIELD VERIFY. SANITARY SEWER SHOWN ON CAMPUS OVERALL DRAWING & CONFIRMED TO EXIST. FIELD VERIFY. 12. 4" HIGH PRESSURE NATURAL GAS SERVICE FROM CITY OF DUBLIN. CALL GEORGIA 811. 4" HIGH PRESSURE NATURAL GAS SERVICE FROM CITY OF DUBLIN. CALL GEORGIA 811. 13. PRECAST ELECTRICAL JUNCTION BOX WITH 2 PIECE COVER. SEE DRAWING E1.1 FOR DETAIL. SHOWN IN PRECAST ELECTRICAL JUNCTION BOX WITH 2 PIECE COVER. SEE DRAWING E1.1 FOR DETAIL. SHOWN IN SUGGESTED LOCATION. 14. CONDUIT DUCT BANK PARALLELING 36" STORM PIPE. 6" MINIMUM COMPACTED MATERIAL CLEARANCE CONDUIT DUCT BANK PARALLELING 36" STORM PIPE. 6" MINIMUM COMPACTED MATERIAL CLEARANCEREQUIRED. ALSO SEE NOTE #6. SHOWN IN SUGGESTED LOCATION. 15. DUCT BANK FOR MAIN SERVICE TO SWITCHGEAR LOCATION AND SIZE IS APPROXIMATE. DUCT BANK FOR MAIN SERVICE TO SWITCHGEAR LOCATION AND SIZE IS APPROXIMATE. 16. CONSTRUCT STANDARD MANHOLE ON EXISTING SANITARY SEWER LINE (SIZE UNKNOWN). PERFORM VIDEO CONSTRUCT STANDARD MANHOLE ON EXISTING SANITARY SEWER LINE (SIZE UNKNOWN). PERFORM VIDEO INSPECTION OF ± 100' OF SEWER TO THE SOUTHEAST. SUPPLY TAPE RECORDING TO OWNER'SREPRESENTATIVE. AWAIT FURTHER INSTRUCTION & DIRECTION.

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AutoCAD SHX Text erosion caused by water turbulence or

AutoCAD SHX Text installed on slopes for protection from

AutoCAD SHX Text Loose rock or similar durable material

AutoCAD SHX Text bales of straw or hay, brush, logs and

AutoCAD SHX Text the construction site. It may be sandbags, AutoCAD SHX Text A barrier to prevent sediment from leaving

AutoCAD SHX Text barriers are usually temporary and

AutoCAD SHX Text poles, gravel, or a sediment fence. The

AutoCAD SHX Text for removing mud from tires, thereby

AutoCAD SHX Text construction site exit to provide a place

AutoCAD SHX Text A crushed stone pad located at the

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STRUCTURAL PRACTICES

AutoCAD SHX Text or area of concentrated flow.

AutoCAD SHX Text constructed across a swale, drainage ditch

AutoCAD SHX Text A small temporary barrier or dam

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TYPE

AutoCAD SHX Text X

AutoCAD SHX Text inexpensive.

AutoCAD SHX Text (Label)

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text Co

AutoCAD SHX Text high velocity.

AutoCAD SHX Text protecting public streets.

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AutoCAD SHX Text preventing erosion from the concentrated

AutoCAD SHX Text at the outlet of a storm drain system

AutoCAD SHX Text A paved or short section of riprap channel

AutoCAD SHX Text St

AutoCAD SHX Text runoff.

AutoCAD SHX Text (Label)

AutoCAD SHX Text on completion of construction activities.

AutoCAD SHX Text excavated area will be filled and stabilized

AutoCAD SHX Text around a storm drain drop inlet. The

AutoCAD SHX Text An impounding area created by excavating

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VEGETATIVE MEASURES

AutoCAD SHX Text or legumes on disturbed areas.

AutoCAD SHX Text such as trees, shrubs, vines, grasses, sod

AutoCAD SHX Text Establishing permanent vegetative cover

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AutoCAD SHX Text with fast growing seedings on disturbed

AutoCAD SHX Text Establish a temporary vegetative cover

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VEGETATION)

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PERMANENT

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(WITH

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STABILIZATION

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DISTURBED AREA

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SEEDING)

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TEMPORARY

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(WITH

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STABILIZATION

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DISTURBED AREA

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DISTURBED AREA

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STABILIZATION

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(WITH

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MULCHING

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ONLY)

AutoCAD SHX Text Establishing temporary protection for

AutoCAD SHX Text disturbed areas where seedings may not

AutoCAD SHX Text have a suitable growing season to produce

AutoCAD SHX Text an erosion retarding cover.

AutoCAD SHX Text Ds1

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AutoCAD SHX Text Browntop millet

AutoCAD SHX Text Rye Grain

AutoCAD SHX Text Ryegrass

AutoCAD SHX Text Wheat

AutoCAD SHX Text 4/1-7/1

AutoCAD SHX Text 4/1-7/15

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AutoCAD SHX Text 168 (3 bushels)

AutoCAD SHX Text 7/15-11/30

AutoCAD SHX Text 8/15-12/30

AutoCAD SHX Text 9/1-2/15

AutoCAD SHX Text 8/15-11/15

AutoCAD SHX Text 9/1-12/15

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AutoCAD SHX Text 180 (3 bushels)

AutoCAD SHX Text 9/1-12/30

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AutoCAD SHX Text 1/ Unusual site conditions may require heavier seeding rates.

AutoCAD SHX Text 2/ Planting dates may need to be altered to fit temperature variations and local conditions.

AutoCAD SHX Text 3/ Rye Grain is not the same as Ryegrass.

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%%UNOTES

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1. DESIGN IS FOR SLOPES NO GREATER THAN 5%%%

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(NOT DESIGNED FOR CONCENTRATED FLOWS).

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2. THE STEEL POSTS SUPPORTING THE SILT FENCE

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MATERIAL SHOULD BE SPACED EVENLY AROUND

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THE PERIMETER OF THE INLET (MAXIMUM OF 3'

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APART).

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3. THE STEEL POSTS SHOULD BE SECURELY DRIVEN

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AT LEAST 18" DEEP.

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4. THE FABRIC SHOULD BE ENTRENCHED AT LEAST

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12" AND THEN BACKFILLED WITH CRUSHED STONE

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OR COMPACTED SOIL.

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FABRIC WITH WIRE-BACKING SUPPORT

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GATHER EXCESS AT CORNERS

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WIRE-BACKING

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*FABRIC ENTRENCHED AT

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LEAST 12" AND BACKFILLED

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WITH CRUSHED STONE OR

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COMPACTED SOIL.

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BURIED FABRIC

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STAKE

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CRUSHED STONE OR COMPACTED SOIL

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DROP INLET WITH GRATE

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%%USECTION B - B

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%%USECTION A - A

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PIPE

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DIA.

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SIDE

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RODS

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BACK

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RODS

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FABRIC

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SCOPE

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FLARE REINFORCEMENT & DIMENSIONS

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(1" TOLERANCE)

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%%UFLARED END SECTION DETAIL

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DIA.

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(DIA. + 1)

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SLOPE

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STEEL SIDE ROD

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PIPE WALL THICKNESS

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STEEL REINFORCEMENT

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STEEL BACK ROD

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HUB END ON OUTLET SECTION

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SOCKET END ON INLET END SECTION

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LIFT HOLE 1~4" DIA.

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REINFORCEMENT SHALL CONFORM TO ASTM A-82 OR A-306

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FOR CAGE WIRE AND ASTM A-185 FOR WIRE FABRIC.

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PIPE TO END SECTION CONNECTION SHALL BE OF THE

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SAME QUALITY AS A NORMAL PIPE TO PIPE CONNECTION.

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CONSULT MANUFACTURER FOR FURTHER DETAILS NOT

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LISTED ON THIS DRAWING.

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%%UNOTES:

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%%UCHANNEL FLOW

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H = 3.00 FEET

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= 2.00 FEET

AutoCAD SHX Text = 0.0225

AutoCAD SHX Text = 3.00 : 1

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( IN FEET )

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GRAPHIC SCALE

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AutoCAD SHX Text 1 inch = ft.

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AutoCAD SHX Text 4/ Match existing grass type fro permanent turf (See new work note #10).

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JWB

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MYW

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TYPICAL CLEANOUT DETAIL N.T.S.

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(CAST-IN-PLACE)

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THREADED CLEANOUT PLUG AT BENDS OR CONTINUATION OF SEWER PIPE

AutoCAD SHX Text DISTURBED ACREAGE 1. TOTAL DISTURBED ACREAGE : 0.12 ACRES TOTAL DISTURBED ACREAGE : 0.12 ACRES 2. PERVIOUS DISTURBED ACREAGE : 0.08PERVIOUS DISTURBED ACREAGE : 0.08

AutoCAD SHX Text 4'-0"

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24" DIA.

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1'-6"MIN. 5'0"MAX.

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1'-0"MIN. 5'-0"MAX.

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2'-0"MIN. 3'-0"MAX.

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%%UPRECAST CONCRETE MANHOLE DETAIL

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AutoCAD SHX Text SET FRAME & COVER FLUSH WITH PAVED SURFACES IN TRAFFIC AREAS & 1" ABOVE GRADE IN NON-TRAFFIC AREAS.