Drawings_FS-3670_Combined_REV_2.pdf

FOR BIDDING PURPOSES ONLY_NOT FOR CONSTRUCTION 2/2/2017

INDEX OF DRAWINGS

PLATE No. SHEET No. FILE No. TITLE

M-002

M-101

M-102

M-201

M-202

M-401

M-501

INDEX OF DRAWINGS

LOCATION MAP

PLATE No. SHEET No. FILE No. TITLE

G-001

INDEX SHEETG-002

C-100

S-1

S-2

S-3

A-001

A-002

A-003

FS-3670

FS-3670

FS-3670

FS-3670

FS-3670

FS-3670

FS-3670

FS-3670

FS-3670

FS-3670

FS-3670

FS-3670

FS-3670

FS-3670

FS-3670

FS-3670

FS-3670

ARCHITECTURAL GENERAL INFORMATION SHEET

BASEMENT & FIRST FLOOR LIFE SAFETY PLANS

SECOND & THIRD FLOOR LIFE SAFETY PLANS

A-004 FS-3670

A-100 FS-3670

A-101 FS-3670

A-102 FS-3670

A-201 FS-3670

A-202 FS-3670

A-301 FS-3670

A-401 FS-3670

FIRST, SECOND AND THIRD FLOOR ABATEMENT PLAN

BASEMENT - FLOOR PLAN AND DEMOLITION PLAN

FIRST FLOOR - FLOOR PLAN AND DEMOLITION PLAN

SECOND FLOOR - FLOOR PLAN AND DEMOLITION PLAN

EXTERIOR ELEVATION REPAIRS & ELEVATOR TOWER ELEVATIONS

EXTERIOR ELEVATION REPAIRS

ELEVATOR TOWER SECTIONS

ENLARGED PLANS & DETAILS

M-001 MECHANICAL LEGEND & SCHEDULES

MECHANICAL SCHEDULES

BASEMENT & 1st FLOOR DEMOLITION PLAN

2nd & 3rd FLOOR DEMOLITION PLAN

MECHANICAL BASEMENT & 1st FLOOR DUCTWORK PLAN

MECHANICAL 2ND & 3RD FLOOR DUCTWORK PLAN

MECHANICAL DETAILS

F-102

FS-3670

FS-3670

F-101 BASEMENT & 1st FLOOR FIRE PROTECTION PLANS

2nd & 3rd FLOOR FIRE PROTECTION PLANS

MECHANICAL PIPING DETAILS

M-601 FS-3670

E-001 FS-3670

MECHANICAL CONTROLS

ELECTRICAL LEGEND

E-002 FS-3670 LIGHTING FIXTURE SCHEDULE AND DETAILS

E-101 FS-3670

E-102 FS-3670

E-201 FS-3670 BASEMENT & 1st FLOOR POWER PLANS

E-202 FS-3670

E-301 FS-3670

E-302 FS-3670

E-401 FS-3670

E-402 FS-3670

E-501

FS-3670

BASEMENT & 1st FLOOR LIGHTING PLANS

2nd & 3rd FLOOR LIGHTING PLANS

2nd & 3rd FLOOR POWER PLANS

BASEMENT & 1st FLOOR COMMUNICATIONS PLANS

2nd & 3rd FLOOR COMMUNICATIONS PLANS

BASEMENT & FIRST FLOOR FIRE ALARM PLANS

2nd & 3rd FLOOR FIRE ALARM PLANS

ONE-LINE DIAGRAM AND DETAILS

CONSTRUCTION NOTES, LEGEND & VICINITY MAP

S-4

P-104

P-105

FS-3670

FS-3670

FS-3670

P-106

P-601

F-001

FS-3670

FS-3670

FS-36704

STRUCTURAL GENERAL NOTES

STRUCTURAL BASEMENT & FLOOR PLANS

STRUCTURAL ELEVATOR SECTIONS

STRUCTURAL DETAILS

2nd & 3rd FLOOR DRAINAGE & VENT PLANS

BASEMENT & 1st FLOOR HOT & COLD WATER PLANS

2nd & 3rd FLOOR HOT & COLD WATER PLANS

PLUMBING RISER DIAGRAMS

FIRE PROTECTION NOTES & DETAILS

A-103 FS-3670 THIRD FLOOR - FLOOR PLAN AND DEMOLITION PLAN

FS-3670C-200 TOPOGRAPHIC SURVEY

FS-3670C-201 DEMOLITION PLAN

FS-3670C-202 EROSION & SEDIMENT CONTROL PLAN

FS-3670C-203 GRADING AND DRAINAGE PLAN

FS-3670C-204 UTILITY PLAN

FS-3670C-300 SITE DETAILS

10 FS-3670C-301 SITE DETAILS

15S-5 STRUCTURAL DETAILSFS-3670

A-501 FS-3670 DOOR & WINDOW DETAILS

A-601 FS-3670 DOOR SCHEDULES AND DETAILS31

32A-602 FS-3670 FINISH SCHEDULES

33P-001 FS-3670 PLUMBING LEGEND & SCHEDULES

34P-101 FS-3670 BASEMENT & 1st FLOOR PLUMBING DEMOLITION PLANS

35P-102 FS-3670 2nd & 3rd FLOOR PLUMBING DEMOLITION PLANS

36P-103 FS-3670 BASEMENT & 1st FLOOR DRAINAGE & VENT PLANS

E-502 FS-3670 ELECTRICAL SYSTEMS DETAILS

E-503 FS-3670 ELECTRICAL SYSTEM DETAILS

E-601

ELECTRICAL SCHEDULESE-602

FS-3670

ELECTRICAL SCHEDULES

FS-3670

G-002

A-104 FS-3670 BASEMENT AND FIRST FLOOR REFLECTED CEILING PLANS

A-105 FS-3670 SECOND AND THIRD FLOOR REFLECTED CEILING PLANS

FS-3670M-203 MECHANICAL BASEMENT & 1ST FLOOR PIPING PLAN

51 FS-3670M-204 MECHANICAL 2ND & 3R FLOOR PIPING PLAN

52 FS-3670M-301 ENLARGED MECHANICAL ROOM PLAN

E-011 FS-3670 ELECTRICAL BASEMENT & 1ST FLOOR DEMOLITION PLAN

E-012 FS-3670 ELECTRICAL 2ND & 3RD FLOOR DEMOLITION PLAN

INDEX SHEET

E-003 FS-3670 ELECTRICAL SITE PLAN

E-504 FS-3670

E-505 FS-3670 TELECOMMUNICATIONS DETAILS

TELECOMMUNICATIONS DETAILS

1/6/2017 FLOOR PLAN REVISIONS ARC2

FS-36702

FS-36702

32A

32B

A-701

A-702 3RD FLOOR FURNISHING PLAN

1st & 2nd FLOOR FURNISHING PLANS

REVISION DATE DESCRIPTION BY

DRAWING NUMBER

SHEET OF

OFFICE OF THE ENGINEER

FORT STEWART, GEORGIA

LIBERTY COUNTY GEORGIA

DESIGN BY:

SCALE: AS NOTED

SHEET NUMBER

DRAWN BY:

DATE:

RENOVATE BUILDING 620

DEM

IJO#:WG-33-8J FS-36704/15/13BP

THE BUILDING. SEE FIRE PROTECTION PLAN SHEET F101.

8. BACKFLOW PREVENTION DEVICE SHALL BE PROVIDED ON THE NEW FIRE SPRINKLE SERVICE SYSTEM INSIDE

LENGTH, INCLUDING LATERALS UP TO THE METER OR BACKFLOW PREVENTER.

WATER DISTRIBUTION PIPE SHALL HAVE A #12 GAUGE COPPER TRACING WIRE INSTALLED ALONG ITS 7.

WATER TIGHT SEAL AT BOTH ENDS OF THE LINE BEING INSTALLED.

WHEN PIPE LAYING IS NOT IN PROGRESS, A MECHANICAL JOINT PLUG OR CAP WILL BE USED TO FORM A 6.

UNLESS OTHERWISE SHOWN.

MAINTAIN A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER, SEWER, AND DRAINAGE LINES 5.

AND MAINTAIN COVER,

SHALL BE INSTALLED 18" (PIPE TO PIPE) BELOW THE OTHER UTILITY LINES AS REQUIRED TO AVOID CONFLICTS

. WHERE THE WATER MAIN CROSSES OTHER UTILITY LINES, THE WATER MAIN FINISHED GRADEMEASURED FROM

ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 3 FEET AND A MAXIMUM COVER OF 4 FEET 4.

SPECIFICATIONS.

ALL WATER AND SEWER PIPE MATERIALS SHALL BE IN ACCORDANCE WITH THE WATER AND SEWER 3.

FOR WATER AND SEWER SYSTEM IMPROVEMENTS.

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE WATER AND SEWER SPECIFICATIONS AND DETAILS 2.

UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.

BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO 1.

UTILITY PLAN

COLLECTION SYSTEM.

CONNECTIONS SHOWN ON THE PLANS AND NEEDED TO PROVIDE A COMPLETE FUNCTIONAL ROOF DRAINAGE

11. THE CONTRACTOR SHALL USE STANDARD MANUFACTURED FITTINGS TO MAKE ALL BENDS, TEES, AND

THE PIPE.

RECOMMENDATIONS. THE CONTRACTOR SHALL CHECK AND AVOID CONDITIONS THAT MAY CAUSE FLOATATION OF

10. HDPE PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AND

THE CONTRACTING OFFICER.

PERMISSABLE TO AVOID EXISTING UNDERGROUND UTILITIES THAT MUST REMAIN WITH PRIOR AUTHORIZATION OF

GRADED” BETWEEN POINTS WHERE INVERT ELEVATIONS ARE PROVIDED. SOME ADJUSTMENT OF HDPE SLOPE IS

9. THE MINIMUM SLOPE FOR NEW ROOF DRAIN HDPE PIPE SHALL BE 0.5%. PIPE SHALL BE “STRAIGHT

PIPE SHALL BE 8” DIAMETER PIPE.

8. ALL HDPE PIPE FROM THE DOWNSPOUT ADAPTER TO THE FIRST CONNECTION WITH ANOTHER DOWNSPOUT

EQUIVALENT WITH SOIL-TIGHT JOINTS) AS INDICATED.

ALL STORM DRAINAGE PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE OR HDPE (ADS N-12 OR 7.

INVERT ELEVATIONS SHOWN ON THE PLANS ARE TO THE INVERT OF THE LOWEST PIPE.6.

CONCRETE SIDEWALKS AND PARKING PADS.

SEE SPECIFICATIONS FOR REQUIREMENTS FOR CONTROL, CONSTRUCTION AND EXPANSION JOINTS IN 5.

ADJUSTED DURING CONSTRUCTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE FIELD 4.

THE REQUIRED DEGREE OF COMPACTION.

PEDESTRIAN OR LANDSCAPED AREAS IF THEY CAN BE STABILIZED AND WILL SUPPORT PLANT GROWTH AND MEET

GEOTECHICAL REPORT. WASTE MATERIALS MAY BE USED FOR FLUSHING OF SHOULDER OR CONSTRUCTION OF

LOAD BEARING AND STRUCTURAL FILLS SHALL BE APPROVED SUITABLE MATERIAL AS DEFINED IN THE 3.

BETWEEN SPOT ELEVATIONS AND CONTOURS THE SPOT ELEVATIONS WILL GOVERN.

CONTRACTOR SHALL GRADE THE SITE IN ACCORDANCE WITH ELEVATIONS SHOWN. IN CASES OF CONFLICT

CONTOURS SHOWN ON THIS SHEET ARE FOR GENERAL GUIDANCE AND INFORMATIONAL PURPOSES. THE 2.

UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.

BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO 1.

GRADING AND DRAINAGE NOTES:

CONFLICTS WITH PROPOSED NEW STORM AND UTILITY PIPING.

THE VICINITY OF THE WORK. THE CONTRACTOR SHALL ADJUST EXISTING WATER SERVICE PIPE TO AVOID

8. THE CONTRACTOR IS ADVISED THAT NUMEROUS UNDERGROUND UTILITIES SHOWN AND NOT SHOWN ARE IN

OWNER AND ENGINEER.

PROVIDE THE LOCATION, IDENTIFICATION AND ELEVATION OF ANY TEMPORARY BENCHMARK ESTABLISHED TO THE

BENCHMARKS AS HE MAY REQUIRE PRIOR TO REMOVING THE PERMANENT BENCHMARK. THE CONTRACTOR SHALL

MUST BE REMOVED TO COMPLETE THE PROJECT, THE CONTRACTOR SHALL ESTABLISH SUCH TEMPORARY

REMOVAL OR REPLACEMENT OF BENCHMARKS. WHEN A PERMANENT BENCHMARK IS LOCATED SUCH THAT IT

DURING THE CONSTRUCTION PROJECT AND FOR BEARING ANY EXPENSE RESULTING FROM UNAUTHORIZED

CONTROL ON THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THESE BENCHMARKS

THE CONTRACTOR SHALL UTILIZE EXISTING BENCHMARKS SHOWN ON THE PLANS TO ESTABLISH VERTICAL 7.

STRUCTURES CAN BE PROVIDED TO THE SELECTED CONTRACTOR UPON REQUEST.

LAYOUT FOR MANHOLES, INLETS, ETC., ARE NOT SHOWN ON THIS PLAN. COORDINATES FOR SUCH 6.

ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT/STONE UNLESS SHOWN OTHERWISE ON THE PLANS.5.

EROSION CONTROL MEASURES.

PATTERS ARE MAINTAINED. ALL EXCAVATED MATERIAL SHALL BE PROPERLY MAINTAINED WITH APPROPRIATE

EXCAVATION SPOILS ALONG THE LIMITS OF CONSTRUCTION FOR EXCAVATION WORK PROVIDED THAT DRAINAGE

OFF-POST LANDFILL AND DISPOSED OF PROPERLY. THE CONTRACTOR MAY TEMPORARILY STORE LIMITED

PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE CONSTRUCTION SITE AND HAULED TO AN

ALL DEMOLITION MATERIALS, UNLESS SPECIFIED FOR RECYCLING, AND EXCAVATION SPOILS BECOME THE 4.

SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.

CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTILITIES

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO BEGINNING 3.

THE CONTRACTOR SHALL NOT BEGIN CONSTRUCTION UNTIL THE PROPER PERMITS HAVE BEEN ISSUED.2.

ALL ELEVATIONS ARE BASED ON NAVD 1988 DATUM.1.

GENERAL NOTES:

S

REVISION DATE DESCRIPTION BY

DRAWING NUMBER

OFFICE OF THE ENGINEER

FORT STEWART, GEORGIA

LIBERTY COUNTY GEORGIA

DESIGN BY:

SCALE: AS NOTED

SHEET NUMBER

DRAWN BY:

DATE:

RENOVATE BUILDING 620

DEM

IJO#:WG-33-8J FS-36704/15/13BP

6"CLAY

REVIEWING STAND

CHAPEL

601J

601I

601H

601G

601F 601B

601A W

T H

S T

W

T H

S T

G U L

IC

K

A

V E

PKG

PKG

PKG

SITE

G

U L

IC

K

A

V E W

T H

S T

G U L

IC

K

A

V E

W

T H

S T

SITE DATA

ZONING................................................... MILITARY INSTALLATION

DISTURBED AREA................................... 0.8 ACRES

EXPENSE.

CONFLICTS, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND

OFFICER PRIOR TO COMMENCING. FAILING TO NOTIFY THE CONTRACTING OFFICER AND RESOLVE ANY

RECOMMENDATIONS CONTESTED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE CONTRACTING

FROM THE CONTRACTING OFFICER IF IT HAS NOT BEEN FURNISHED IN THE BID DOCUMENTS. ANY

HGB&D, INC. AND DATED FEBRUARY 15, 2013. THE CONTRACTOR SHALL REQUEST THIS REPORT

1. ALL EARTHWORK SHALL BE IN CONFORMANCE WITH THE GEOTECHNICAL REPORT PREPARED BY

EXPENSE."

THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND

DISCREPANCY. FAILING TO NOTIFY THE CONTRACTING OFFICER AND SECURING SUCH INSTRUCTION, IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH A

TOPOGRAPHIC SURVEY, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER

ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION DRAWING OR

DIMENSIONS AND CONDITIONS AFFECTING HIS WORK, INCLUDING EXISTING TOPOGRAPHY. IF THERE

2. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL

SPECIAL NOTES:

ENGINEER AS REQUIRED BY THE INSTALLATION.

3. CONTRACTOR SHALL FURNISH AS-BUILT DATA FOR THE WATER AND SEWER MAINS TO THE

FLOOD ZONE NOTE:

CONSTRUCTION NOTES, LEGEND

& VICINITY MAP

C-100

CONC WALK

STORM DRAINAGE PIPE

STORM DRAINAGE INLET

SANITARY SEWER PIPE

SANITARY SEWER MANHOLE

DOMESTIC WATER MAIN

WATER VALVE

CONTOURS

(TYPE "A")

SILT FENCE

EXISTING

LEGEND:

PROPOSED

UGT

S

Ds4

Sd1-A

SILT FENCE, TYPE "A"

TEMPORARY SEDIMENT BARRIER

DISTURBED AREA STABILIZATION

WITH TEMPORARY SEEDING Ds2

DISTURBED AREA STABILIZATION

WITH SOD

UNDERGROUND TELEPHONE LINE

TOP OF CONCRETE

.9

Du

DISTURBED AREA STABILIZATION

WITH DUST CONTROL

FINISHED GRADE FG25.0

OVERHEAD POWER LINE

FENCE XX

STORM DRAINAGE INLET PROTECTION Sd2-F

TOTAL AREA........................................... 0.8 ACRES

Ds1

DISTURBED AREA STABILIZATION

WITH MULCH

SF SF

SD

W X

W X

LIMITS OF DISTURBANCE/

CHAINLINK CONSTR. FENCE

SPECIAL NOTES:

EROSION & SEDIMENTATION CONTROL NOTES

XSD

SSX SS

FFIRE HYDRANT & FIRE LINE

SLOPE DIRECTION FROM BUILDING

noC

10 Lbs./Ac

10 Lbs./Ac

10 Lbs./Ac

1/2 Bu./Ac

10 Lbs./Ac

COMMON BERMUDA

BROWN TOP MILLET

RYE GRASS

TEMPORARY GRASS

COASTAL PLAIN VEGETATIVE COVERS

JUNE (HULLED)

FEBRUARY

SEPTEMBER-

AUGUST

APRIL-

MONTH OF

PLANTING

MARCH- MARCH-

FEBRUARY

SEPTEMBER-

PLANTING

MONTH OF

JUNE 10 Lbs./Ac

40 Lbs./Ac

40 Lbs./Ac

AUGUST

JULY-

RATE

BROWN TOP MILLET

COMMON BERMUDA (HULLED)

COMMON BERMUDA (UNHULLED)

RYE

COMMON BERMUDA (HULLED)

PERMANENT GRASS RATE

DOMESTIC WASTE HAULER.

QUALIFIED PUMPING OF SANITARY AND SEPTIC WASTE (AS APPROPRIATE - IF USED) MUST BE REGULARLY SERVICED BY A

RECOMMENDED DISTANCE OF APPROXIMATELY 100' (30 METERS) SHOULD BE MAINTAINED FROM ANY WATER SOURCE. LATRINE

DITCHES AND/OR STORM DRAIN INLETS/CULVERTS) WITHIN OR IN THE VICINITY OF THE CONSTRUCTION SITE/LIMITS.

LOCATED OUT OF HIGH FLOW AREAS, AWAY FROM ANY WATER WELLS, STATE WATERS, AND WATERWAYS (INCLUDING DRAINAGE

ALL PORTABLE LATRINES, FOOD SERVICE FACILITIES AND WASTE COLLECTION AREAS (INCLUDING PORTA-POTTYS) MUST BE

D. SANITARY SEWER OR SEPTIC SYSTEM REGULATIONS: FOR ENVIRONMENTAL CONSIDERATIONS TO PROTECT WATER QUALITY, CONTAINED WITHIN THE SITE AND NOT DISCHARGED INTO A WATERWAY.

APPROVED SANITARY SEWER LINE. VEHICLE EXTERIOR WASHING MAY BE ALLOWED AS LONG AS SEDIMENT OR DIRT IS

PRETREATMENT DEVICE MUST BE ABLE TO HOLD ALL CONTAMINANTS PRIOR TO WASTEWATERS BEING DISCHARGED INTO AN

A DESIGNATED FACILITY/AREA WITH AN OIL/GREASE/SAND TRAP INTERCEPTOR OR AN OIL/WATER SEPARATOR. THE

C. VEHICLE WASHING: VEHICLE ENGINE WASHING WITHIN THE CONSTRUCTION SITE IS NOT AUTHORIZED UNLESS CONDUCTED IN

AIRFILELD REGULATIONS.

HAZARDOUS WASTE IS GENERATED IT MUST BE MANAGED IN ACCORDANCE WITH FEDERAL, STATE, ARMY AND HUNTER ARMY

GENERATED MUST UNDERGO A WASTE STREAM ANALYSIS TO DETERMINE APPROPRIATE MANAGEMENT REQUIREMENTS. IF ANY

REQUIREMENTS TO PROPERLY MANAGE HAZARDOUS WASTE GENERATED DURING CONSTRUCTION ACTIVITIES. ANY WASTE

B. HAZARDOUS WASTE: PERMITTEE SHALL FOLLOW HUNTER ARMY AIRFIELD HAZARDOUS WASTE MANAGEMENT PLAN (HWMP)

RED-LINE ITS LOCATION ON THE RECORD PLAN SET.

APPROPRIATE BMP AND SITE, HE MUST DESIGNATE A PROPER WASH AREA FOR THIS TYPE OF OPERATION AND INSTALL AN

INTO SANITARY OR STORM WATER SEWER SYSTEM OR DRAINS. IF CONTRACTOR PLANS TO WASH OUT CONCRETE TRUCKS ON

4. CONCRETE TRUCK PROHIBITIONS AND WASH OUT AREAS: DO NOT DISCHARGE ANY CONCRETE WASTEWATER (WASH OUT)

DISPOSED OF. DO NOT DISCHARGE ANY WASTEWATER INTO STORM WATER SYSTEM OR DRAINS.

AND 3. ENSURE ALL WASTEWATER FROM CONSTRUCTION ACTIVITIES AND OR CLEANING OPERATIONS IS PROPERLY MANAGED

REUSED OR RECYCLED TO THE MAXIMUM EXTENT POSSIBLE.

AIRFIELD WILL BE ALLOWED. CONSTRUCTION DEBRIS FROM RENOVATION, DEMOLITION, OR NEW CONSTRUCTION SHOULD BE

PROPERLY PERMITTED LANDFILL LOCATED OFF OF HUNTER ARMY AIRFIELD. NO DISPOSAL OF WASTE ON HUNTER ARMY

STEWART PROJECTS UNLESS NOTIFIED OTHERWISE BY THE CONTRACTING OFFICER. THIS WASTE IS TO BE TAKEN TO A

2. THE PROJECT CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEMOLITION/CONSTRUCTION GENERATED WASTE FROM FT.

SHALL NOT BE DISCHARGED INTO WATERS OF THE STATE.

BUILDING MATERIALS, CONSTRUCTION WASTE SHALL BE REMOVED ON A CONSISTENT SCHEDULE. SOLID MATERIALS, INCLUDING

1. THE CONTRACTOR SHALL SELECT A DESIGNATED WASTE COLLECTION AREA AND PROVIDE LIDS FOR WASTE CONTAINERS.

CONTRACT SPECIFICATIONS FOR PROPER DISPOSAL REQUIREMENTS.

BY REFERENCE PERMITTEE SHALL FOLLOW HUNTER ARMY AIRFIELD REQUIREMENTS FOR THIS PROJECT AND INCORPORATED

IN COMPLIANCE WITH APPLICABLE STATE AND LOCAL WASTE DISPOSAL, SANITARY SEWER OR SEPTIC SYSTEM REGULATIONS.

A. WASTE DISPOSAL: PRIMARY PERMITTEE (OPERATOR/CONTRACTOR) SHALL ENSURE AND DEMONSTRATE THAT THEIR ESPCP IS

CORROSION INHIBITOR, CLEANING COMPOUNDS, HERBICIDES, TERMITICIDES, FUNGICIDE, WEED KILLERS, OR PESTICIDES.

SOLDER, CAULKING, GROUT, PUTTY, WAXES, SHEET ROCK, INSULATION, CARPET, CARPET PADDING, ACETATE, TILE, COOLANT, PRIMER, PAINT THINNER, PAINT STRIPPER, SOLVENTS, ACIDS, BASES, OILS, GREASES, ADHESIVES, GLUES, PASTES, SEALANTS, SANITARY SEWER SYSTEM, THE STORM SEWER SYSTEM, OR BE DISPOSED OF TO THE GROUND INCLUDING PAINT, PAINT

NO DEMOLITION/CONSTRUCTION WASTE OR EXCESS CONSTRUCTION MATERIALS OF ANY KIND SHALL BE DUMPED INTO THE

STEWART SPILL/EPCRA PROGRAM MANAGER OR AUTHORIZED REPRESENTATIVE.

HAZARDOUS SUBSTANCES, HAZARDOUS MATERIALS/CHEMICAL, HAZARDOUS WASTE AND/OR OIL WILL BE MADE BY THE FORT

NOTE: ALL EXTERNAL NOTIFICATIONS TO GA EPD AND/OR THE NATIONAL RESPONSE CENTER FOR DISCHARGES OF

PLAN (EPP). ALL SPILLS WILL BE CLEANED UP IMMEDIATELY UPON DISCOVERY.

PROVIDE SPECIFIC INFORMATION OF THEIR EMERGENCY RESPONSE TEAM FOR CLEAN-UP IN THE ENVIRONMENTAL PROTECTION

CONTRACTOR TO DESCRIBE SPECIFIC MEASUREMENTS AT THE SITE, AND TO SHOW LOCATION IN MAP. CONTRACTOR TO

DISPOSAL OF CONTAMINATED MATERIALS.

CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL EMERGENCY RESPONSE ACTIONS AT THE SITE, TO INCLUDE REMOVAL AND

B. EMERGENCY RESPONSE AND CLEAN-UP PROCEDURES: ALL SPILLS WILL BE CLEANED UP IMMEDIATELY UPON DISCOVERY.

1. TO BE ESTABLISHED BY CONTRACTOR IF NEEDED

LOCATION OF HAZARDOUS MATERIALS STORAGE AREAS, INCLUDING TANKS AND REFUELING OPERATIONS:

3. PROVIDE DRIP PANS FOR ALL FUELING AND OILING OF MACHINERY.

2. STORE MATERIALS IN DESIGNATED/MARKED LOW-TRAFFIC AREAS.

1. STORE LIQUIDS IN COVERED/SEALED CONTAINERS.

AT THE SITE DURING CONSTRUCTION ACTIVITIES:

DESCRIPTION OF MEASURES TO REDUCE/PREVENT/MINIMIZE SPILL/RELEASES OF HAZARDOUS MATERIALS STORED AND USED

BY THE CONTRACTOR/PROPONENT ON HUNTER ARMY AIRFIELD.

AND/OR STORED HERBICIDES, PESTICIDES, FERTILIZERS, DETERGENTS, PAINTS AND ANY OTHER HAZARDOUS SUBSTANCES USED

TIMES FOR SPCC/ISCP AND EPCRA REQUIREMENTS. THE INVENTORY MUST INCLUDE ALL PETROLEUM PRODUCTS, CHEMICAL, A. HAZARDOUS MATERIALS INVENTORY: A HAZARDOUS MATERIAL INVENTORY AND MSDS SHOULD BE KEPT ON RECORD AT ALL

PROVIDE SECONDARY CONTAINMENT, AND TO BE COVERED.

FOR HAZARDOUS MATERIALS/CHEMICALS/WASTE SHOULD BE DESIGNED TO ALLOW FOR SECURE PRODUCT STORAGE, TO

SOIL OR WATER. SECONDARY CONTAINMENT IS REQUIRED FOR ANY REFUELING/ TRANSFERRING ACTIVITIES. STORAGE AREAS

AVAILABLE FOR VEHICLES AND EQUIPMENT TO PREVENT OIL AND OTHER PETROLEUM PRODUCTS FROM SPILLING ONTO THE

WITH HUNTER ARMY AIRFIELD REGULATIONS, INCLUDING SECONDARY CONTAINMENT AS REQUIRED. DRIP PANS SHOULD BE

TRANSPORTATION OF ANY HAZARDOUS MATERIALS. STORAGE OF HAZARDOUS MATERIAL/CHEMICALS AND WASTE MUST COMPLY

AND FOLLOW ALL HUNTER ARMY AIRFIELD AND DEPARTMENT OF TRANSPORTATION (DOT) REGULATIONS ASSOCIATED WITH

(CONSTRUCTION/OPERATION) PHASE(S) OF THIS PROJECT, THE CONTRACTOR AND/OR PROPONENT MUST HAVE A SPCC PLAN, SPILL PREVENTION, CONTROL AND COUNTERMEASURE (SPCC) REQUIREMENTS: DURING THE IMPLEMENTATION

AREAS, BY HAND OR MECHANICAL MEANS AS APPROPRIATE.

AFFECTED 25. AFTER EVERY RAIN EVENT, CONTRACTOR SHALL MONITOR EACH OUTFALL AND REMOVE ANY SEDIMENT AND RESTORE THE

DESCRIBED ABOVE (NOTE 32).

24. THE LENGTH OF OPEN TRENCH SHALL BE LIMITED TO THE MINIMUM LENGTH NEEDED TO REMOVE AND REPLACE PIPE, AS

BACK FILLING NEW PIPE AT THE CLOSE OF EACH DAY'S WORK.

23. CONTRACTOR SHALL PROTECT HIS WORK FROM RUNOFF BY INSTALLING SEDIMENT BARRIERS AROUND OPEN TRENCHES AND BY

ERODED AREAS SHALL BE RESTORED AND STABILIZED AS QUICKLY AS PRACTICABLE.

22. CONTRACTOR SHALL CHECK ALL DRAINAGE OUTFALLS AFTER EVERY RAIN EVENT AND REMOVE ANY ACCUMULATED SEDIMENT.

BMP'S.LOCATIONS WILL BE CONFIRMED WITH THE CONTRACTING OFFICER AND ESPC PLANS WILL BE "RED-LINED" WITH APPROPRIATE

21. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY MATERIAL STOCKPILE LOCATION(S) PRIOR TO COMMENCING WORK. THE

OR CAN BE AFFECTED BY SEDIMENT RUNOFF FROM THE PROJECT SITE.

WILL 20. THE CONTRACTOR SHALL PROVIDE STORM INLET PROTECTION AT ALL INLETS (WITHIN AND WITHOUT THE PROJECT LIMITS THAT

19. ALL TEMPORARY BMP'S SHALL BE REMOVED BY THE CONTRACTOR ONCE THE AREA HAS BEEN STABILIZED.

SEDIMENT OFF OF THE SITE AND ONTO ADJACENT PAVEMENT.

18. THE CONTRACTOR SHALL EMPLOY THE USE OF A STREET SWEEPER ON A REGULAR BASIS TO CONTROL THE TRACKING OF

17. WASTE MATERIALS SHALL BE DISCHARGED TO WATER OF THE STATE EXCEPT AS AUTHORIZED BT A SECTION 404 PERMIT.

MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL.

16. ANY AMENDMENT TO THE EROSION CONTROL PLANS WHICH HAS A SIGNIFICANT EFFECT ON BMP'S WITH A HYDRAULIC COMPONENT

WRESTED VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES AND PERMITS.

15. NON EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN ANY 25' UNDISTURBED BUFFER AS MEASURED FROM THE POINT OF

WETLAND.

14. THE PROJECT SITE IS NOT WITHIN 200 FEET OF STATE WATERS. THE PROJECT SITE IS NOT WITHIN 200 FEET OF DESIGNATED

WIND OR WATER. THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL, NETTING OR LIQUID MULCH BINDERS.

UNIFORMLY BY HAND; MULCH ANCHORING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY

PROHIBITED NOXIOUS WEEDS WHICH ARE: CANADA THISTLE, JOHNSON GRASS AND QUACK GRASS. SPREAD MULCH MECHANICALLY OR

OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL KINDS OF WEEDS AND SHALL BE FREE OF

13. MULCH: MULCH, IF REQUIRED OR NECESSARY, SHALL BE UNCHOPPED, UNROTTED, DRY SMALL GRAIN STRAW APPLIED AT A RATE

(d) LIME RATE: 1 TO 2 TONS/ACRE.

(c) WEEKLY INSPECTION OF THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY AREAS REQUIRING RE-ESTABLISHMENT.

(b) VEGETATIVE COVER SHALL BE IN ACCORDANCE WITH THE COASTAL VEGETATIVE COVERS TABLE LOCATED ON THESE PLANS.

(a) A VEGETATIVE COVER SHALL BE ESTABLISHED AND MAINTAINED OVER ALL FINAL GRADING AND OTHER DISTURBED AREAS.

12. VEGETATIVE METHODS:

BEEN ESTABLISHED.

HAS 11. STORM DRAINAGE INLET STRUCTURES SHALL BE CLEANED OF ANY ACCUMULATED SEDIMENT AFTER PERMANENT GROUND COVER

THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED.

SO 10. TEMPORARY EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS ESTABLISHED AND THEN REMOVED

9. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM.

8. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED WITH SEDIMENT.

OF CONTINUOUS RAINFALL.

PERIODS 7. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED

CONTRACTING OFFICER IMMEDIATELY.

6. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY REASON, SHALL BE REPORTED TO THE

FUNCTIONING EROSION CONTROL SYSTEM.

5. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION PROGRESSES IN ORDER TO MAINTAIN A

IMMEDIATELY.CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE CONTRACTING OFFICER

EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY PHASE OF CONSTRUCTION. DIFFICULTY IN

CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL

THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING

4. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF

WATER MANAGEMENT DEVICES SHALL BE INSTALLED.

3. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION EXITS (IF REQUIRED), ALL PERIMETER EROSION CONTROL DEVICES AND

OF EXIT FROM THE SITE. ALL EXITS FROM THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED.

2. PRIOR TO ANY OTHER CONSTRUCTION, A STABILIZED CONSTRUCTION EXIT SHALL BE CONSTRUCTED (IF REQUIRED) AT EACH POINT

CONTROL IN GEORGIA".

EROSION 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE CURRENT GEORGIA "MANUAL FOR

(N.T.S.)

VICINITY MAP FT. STEWART

100 - YEAR FLOOD PLAIN. (ZONE "X")

SEPTEMBER 26, 2008. THIS PROPERTY DOES NOT FALL WITHIN THE LIMITS OF THE

IN MY OPINION, IN ACCORDANCE WITH FIRM MAP No. 13179C0226D, EFFECTIVE DATE:

SEEDING.

WITH MULCH OR TEMPORARY FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED

TO CONTROL OR TREAT THE SEDIMENT SOURCE. 3. ANY DISTURBED AREA LEFT EXPOSED

CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED

IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION

2. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL

ACTIVITIES.CONCURRENT WITH, LAND DISTURBING

OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR

1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION

75SHEET OF

REVISION DATE DESCRIPTION BY

DRAWING NUMBER

SHEET OF

OFFICE OF THE ENGINEER

FORT STEWART, GEORGIA

LIBERTY COUNTY GEORGIA

DESIGN BY:

SCALE: AS NOTED

SHEET NUMBER

DRAWN BY:

DATE:

RENOVATE BUILDING 620

DEM

IJO#:WG-33-8J FS-36704/15/13BP

G R A P H I C S C A L E

1" = 20'

0' 10' 20' 30' 40' 50' 100'

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

I.E. 81.66

TOP 88.43

CURB INLET

I.E. 84.34

TOP 88.99

STORM M.H.

I.E. 83.47

TOP 89.34

SAN. M.H.

I.E. 83.82

TOP 89.77

SAN. M.H.

APPEARS ABANDONED

UNKNOWN UTILITY VAULT

TOP APPROX. 3.3' DEEP

UNKNOWN UTILITY w/ GRATE

W.V.

W.V.

F.H.

SIGNS

METAL

CONC. WALK

C O

N C

W A

L K

F.F.E. 89.73

BLDG. #620

25"GU

M

11"LIVE O

A K

14"H O

LLY

3"DO

GW

O O D

8"LIVE O

A K

3"DO

GW

O O D

7"LIVE O

A K

13"LIVE O

A K

6"DO

GW

O O D

8"LIVE O

A K

7"LIVE O

A K

9"LIVE O

A K

34"CEDA

R

14"LIVE O

A K

41"LIVE O

A K

12"LIVE O

A K

CLU

STER

6-

8"DO

GW

O O D

M

YRTLE

5"CRA

PE

M

YRTLE

6"CRA

PE

M

YRTLE

4"CRA

PE M

YRTLE

4"CRA

PE

M

YRTLE

5"CRA

PE

M

YRTLE

4"CRA

PE

M

YRTLE

4"CRA

PE M

YRTLE

5"CRA

PE

M

YRTLE

4"CRA

PE

CONC. WALK

CONC. WALK CONC. WALK

ELEV. = 84.97

INTERF. PIPE

TOP 12" CMP

I.E. 82.95

FULL OF DIRT

BOT. EL. 84.17

TOP 87.27

GRATE INLET

I.E. 79.51

TOP 85.28

GRATE INLET

I.E. 81.34

12" RCP

EXT'G. 6" CLAY PIPE

C L A

Y

A

Y

A Y

10" CONC.

18" RCP

18" RCP

24" RCP

F.H.

W.V.

WITH VALVES.

LINE - ABOVE GROUND

6" METAL WATER

I.E. 84.37

TOP 88.19

SAN. M.H.

I.E. 84.00

TOP 87.38

STORM. M.H.

I.E.84.20

I.

E .8

.2

I.E.84.18

C

L A

Y

6"CLAY

C

L A

Y

6"

TYPICAL

CONC. BENCH

TYPICAL

CONC. BENCH

SLAB

CONC.

SLAB

CONC.

ROOF

METAL

RAMP

CONC.

LINE PIT

HOT/CHILL WATER

ABANDONED

WATER LINE PIT

HOT/CHILL

TO BASEMENT

STEPS DOWN

I.E. 84.24

TOP 87.17

STORM M.H.

WALL

BRICK

POSTS

GUARD

METAL

DRAIN

FRENCH

12"CMP

89 88.99

87.28

87.80

88.75

86.63

88.30

89.06

87.62

88.83

87.37

88.12

87.70

87.21

88.87

88.46

88.95

87.48

87.55

88.80

88.92

88.08

88.24

87.97

89.63

89.71

86.34

78.74

86.37

87.02

89.02

89.05

88.84

88.73

86.55

89.17

88.72

88.93

87.64

88.84 87.33

88.11

88.04

88.31

89.09

88.97

89.12

88.42

89.18

88.06

89.53

89.62

89.72

86.54

88.82

86.53

88.96

88.89 88.7087.55

87.05

88.97

89.31

88.81

85.95

86.36

88.11

88.96

87.37

87.56

87.63

88.68

87.94

88.06

89.65

89.73

88.59

86.51

87.67

89.05

90.31

79.03

86.58

89.05

88.78

88.98

87.49

86.91

88.51

89.33

88.84

87.95

86.34

88.19

88.67

87.39

89.25

87.31

87.39

88.35

89.59

87.70

88.70

89.09

87.79

89.78

88.96

86.42

88.94

88.83

78.66

86.95

88.46

88.80

88.80 88.93

86.35

85.95

88.45

87.39

89.63

89.32

88.25

89.20

86.71

88.23

88.77

88.99

88.60

88.38

88.95

86.49

88.55

89.06

78.69

86.56

87.82

89.71

87.77

86.49 88.30

88.75

88.84 89.05

88.57

86.28

86.46

88.58

88.86

87.47

89.58

88.81 88.97

87.78

88.28

88.33

86.67

89.23

88.99

89.61

88.85

86.39

87.89

88.69

88.84

89.22

86.57

89.09

88.78

87.12

89.00

87.99

88.08

88.94

87.76

86.85

88.74

89.34

87.48

87.83

88.24

89.15

88.34

87.56

89.18

89.12

89.73

89.70

88.93

88.78

86.52

87.93

88.97

89.02

86.57

89.04

88.74

88.81

87.90

89.36

88.78

87.78

86.78

88.99

88.81

87.91

87.45

89.73

88.28

88.23

86.70

87.86

88.99

89.71

87.91

89.59

88.76

86.36

87.66

88.99

88.87

88.76

89.03

88.75

87.82

87.90

88.79

89.02

87.74

86.96

88.54 88.21

87.52

88.99

88.97

88.29

89.56

88.92

86.51

89.04

88.56

87.11

78.65

85.88

89.32

87.69

86.60

88.76

89.69

89.25

88.78

87.38

87.90

88.76

89.03

89.73

86.78

88.59

88.75

87.63

87.53

88.35

87.40

88.13

88.32

88.89

89.75

88.53

78.69

85.84

86.54

NAVD 1988

ELEV. 85.38

E=826415.592 N=680584.559

5/8" REBAR

BENCHMARK GPS-1

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

(NOT FIELD VERIFIED)

BLDG. #608

(NOT FIELD VERIFIED)

BLDG. #621

PARKING LOT

CONC. WALK

(NOT FIELD VERIFIED)

CONC. WALK

(NOT FIELD VERIFIED)

OPEN FIELD

OPEN FIELD

HORIZONTAL DATUM IS BASED ON GA.

STATE PLANE NAD 1983 EAST ZONE.

VERTICAL DATUM IS BASED ON NAVD 1988.

TOPOGRAPHIC SURVEY

C-200

T

T

T

T

AC

AC

AC

E

E

1" = 20'

(TYP.)(NOT FIELD VERIFIED)

OF EXT'G. WATERMAIN

APPROX. LOCATION

6" CHWS&R

6" CHWS&R

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G HTWS & CHWS LINES

APPROX. LOCATION

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G HTWS & CHWS LINES

APPROX. LOCATION

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G HTWS & CHWS LINES

APPROX. LOCATION

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G HTWS & CHWS LINES

APPROX. LOCATION

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G. WATERMAIN

APPROX. LOCATION

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G HTWS & CHWS LINES

APPROX. LOCATION

REMOVE EXT'G. 34" CEDAR

REMOVE EXT'G. METAL

SIGNS

G R A P H I C S C A L E

1" = 20'

0' 10' 20' 30' 40' 50' 100'

DEMOLITION PLAN

1" = 20'

NOTES

C-201

1. INITIAL BMP'S FOR EXISTING INLETS (Sd2-F) SHALL BE INSTALLED AROUND INLETS PRIOR TO

DEMOLITION.

REVISION DATE DESCRIPTION BY

DRAWING NUMBER

SHEET OF

OFFICE OF THE ENGINEER

FORT STEWART, GEORGIA

LIBERTY COUNTY GEORGIA

DESIGN BY:

SCALE:

SHEET NUMBER

DRAWN BY:

DATE:

RENOVATE BUILDING 620

IJO#:WG-33-8J FS-3670

V. SMITH

4/15/13H. KRAFT

A T

F P

A T

F P

30' AT/FP

2 1/2" HTWS & R

1 1/4" HTWS & R

VP 29

EXT'G.

CONNECTION

6" CAP FOR FUTURE

H

W S

R

W S

R

6" CHWS&R

W S

R

W S

R

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G HTWS & CHWS LINES

APPROX. LOCATION

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G HTWS & CHWS LINES

APPROX. LOCATION

1.5" CHWS&R

3" CHWS&R

HTWS & RHTWS & R

& R

2 1/2" HTWS

R

W S

& R

10" HTWS

LIMITS OF DISTURBANCE/

CHAINLINK CONSTR. FENCE

LIMITS OF DISTURBANCE/

CHAINLINK CONSTR. FENCE

LIMITS OF DISTURBANCE/

CHAINLINK CONSTR. FENCE

LIMITS OF DISTURBANCE/

CHAINLINK CONSTR. FENCE

REMOVE EXT'G. CONC. RAMP,

STAIRS AND RAILING

TREE PROTECTION BARRICADE (TYP.)

TREE PROTECTION BARRICADE (TYP.)

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G. WATERMAIN

APPROX. LOCATION

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G. WATERMAIN

APPROX. LOCATION

HORIZONTAL DATUM IS BASED ON GA.

STATE PLANE NAD 1983 EAST ZONE.

VERTICAL DATUM IS BASED ON NAVD 1988.

REMOVE

5 S.Y. CONC. WALK

REMOVE

14 S.Y. CONC. WALK

REMOVE 65 L.F. EXT'G. 6" CLAY

PIPE & SANITARY MANHOLE. CAP

W S

R

4" CHWS&R

REMOVE

FRENCH DRAIN

EXT'G SANITARY SEWER UNTIL NEW

CONNECTION IS MADE.

30' AT/FP

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

I.E. 81.66

TOP 88.43

CURB INLET

I.E. 84.34

TOP 88.99

STORM M.H.

I.E. 83.47

TOP 89.34

SAN. M.H.

I.E. 83.82

TOP 89.77

SAN. M.H.

APPEARS ABANDONED

UNKNOWN UTILITY VAULT

W.V.

W.V.

F.H.

SIGNS

METAL

CONC. WALK

C O

N C

W A

L K

F.F.E. 89.73

BLDG. #620

"G

U M

11"LIV

E

O

A K

"H

O

LLY

"D

O G

W O

O D

"LIV

E

O

A K

"D

O G

W O

O D

"D

O G

W O

O D 8

"LIV

E

O

A K

"LIV

E

O

A K

"C

E D

A R

"LIV

E

O

A K

1"LIV

E

O

A K

"LIV

E

O

A K

CONC. WALK

CONC. WALK CONC. WALK

ELEV. = 84.97

INTERF. PIPE

TOP 12" CMP

I.E. 82.95

FULL OF DIRT

BOT. EL. 84.17

TOP 87.27

GRATE INLET

I.E. 81.34

12" RCP

EXT'G. 6" CLAY PIPE

A Y

A

Y

A Y

10" CONC.

18" RCP

18" RCP

24" RCP

F.H.

W.V.

WITH VALVES.

LINE - ABOVE GROUND

6" METAL WATER

I.E. 84.37

TOP 88.19

SAN. M.H.

I.E. 84.00

TOP 87.38

STORM. M.H.

I.E.84.20

I.

E .8

.2

I.E.84.18

C

L A

Y

6"CLAY

C

L A

Y

6"

TYPICAL

CONC. BENCH

SLAB

CONC.

SLAB

CONC.

ROOF

METAL

RAMP

CONC.

LINE PIT

HOT/CHILL WATER

ABANDONED

WATER LINE PIT

HOT/CHILL

TO BASEMENT

STEPS DOWN

I.E. 84.24

TOP 87.17

STORM M.H.

WALL

BRICK

POSTS

GUARD

METAL

12"CMP

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

(NOT FIELD VERIFIED)

BLDG. #608

(NOT FIELD VERIFIED)

BLDG. #621

PARKING LOT

CONC. WALK

(NOT FIELD VERIFIED)

CONC. WALK

(NOT FIELD VERIFIED)

OPEN FIELD

OPEN FIELD

TOP APPROX. 3.3' DEEP (TYP.)

UNKNOWN UTILITY w/ GRATE

LOCATION (TYP.)

EXISTING DOWNSPOUT

C

LU

S T E R

"D

O G

W O

O D

M Y R T

LE

"C

R A P E

M Y R T

LE

"C

R A

R T

LE

"C

R A

R T

LE

"C

R A

R T

LE

"C

R A P E M

Y R T

LE

"C

R A

R T

LE

"C

R A

R T

LE

"C

R A

R T

LE

"C

R A

T

T

AC

AC

AC

E

E

"LIV

E

O

A K

"LIV

E

O

A K

"LIV

E

O

A K

I.E. 79.51

TOP 85.28

GRATE INLET

TYPICAL

CONC. BENCH

DRAIN

FRENCH

W.V.

F.H.

W.V.

F.H.

APPROX. LOCATION

@ 0.5%

30 L.F. 12" HDPE

I.E. 85.49

TOP 88.00

INLINE DRAIN No.1

6" CHWS&R

6" CHWS&R

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G HTWS & CHWS LINES

APPROX. LOCATION

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G HTWS & CHWS LINES

APPROX. LOCATION

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G HTWS & CHWS LINES

APPROX. LOCATION

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G HTWS & CHWS LINES

APPROX. LOCATION

TEE

I.E. 85.35

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G. WATERMAIN

APPROX. LOCATION

I.E. 85.43

TOP 88.00

INLINE DRAIN No.2

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G HTWS & CHWS LINES

APPROX. LOCATION

S

S

S

S

@ I.E. 85.31

50 L.F. 12" HDPE

@ 1.90%

SWALE

SWALE

CONNECT TO EXT'G. M.H.

A T

F P

A T

F P

30' AT/FP

2 1/2" HTWS & R

1 1/4" HTWS & R

VP 29

EXT'G.

CONNECTION

6" CAP FOR FUTURE

W S

R

W S

R

6" CHWS&R

W S

R

W S

R

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G HTWS & CHWS LINES

APPROX. LOCATION

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G HTWS & CHWS LINES

APPROX. LOCATION

1.5" CHWS&R

3" CHWS&R

HTWS & RHTWS & R

& R

LIMITS OF DISTURBANCE/

CHAINLINK CONSTR. FENCE

LIMITS OF DISTURBANCE/

CHAINLINK CONSTR. FENCE

LIMITS OF DISTURBANCE/

CHAINLINK CONSTR. FENCE

I.E. 83.61

TOP 87.00

I.E. 79.75

TEE

I.E. 83.21

63 L.F. 12"

66 L.F. 12"

80 L.F. 12"

36 L.F. 15"

61 L.F. 12"

15 L.F. 12" HDPE

61 L.F. 12" HDPE

@ 2.15%

REPLACE

5 S.Y. CONC. WALK

REPLACE

14 S.Y. CONC. WALK

8 L.F. 15" HDPE

TYPICAL EL. 86.80

TYPICAL EL. 86.80

TREE PROTECTION BARRICADE (TYP.)

TREE PROTECTION BARRICADE (TYP.)

R A

M P

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G. WATERMAIN

APPROX. LOCATION

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G. WATERMAIN

APPROX. LOCATION

TEE I.E. 85.22

TEE I.E. 84.81

13 L.F. 12"

47 L.F. 12"

TEE I.E. 83.52

TEE I.E. 84.93

HORIZONTAL DATUM IS BASED ON GA.

STATE PLANE NAD 1983 EAST ZONE.

VERTICAL DATUM IS BASED ON NAVD 1988.

W S

R

4" CHWS&R

OVER EXT'G. 18" PIPE

I.E. 82.49

82 L.F. 8"

CONSTRUCT NEW MANHOLE

M.H. No.1

HDPE @ 2.1%

72 L.F. 8" HDPE

23 L.F. 8" HDPE

@ 1.90%

I.E. 83.76

@ 0.5%

SS

S

S

S

30' AT/FP

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

I.E. 81.66

TOP 88.43

CURB INLET

I.E. 84.34

TOP 88.99

STORM M.H.

I.E. 83.47

TOP 89.34

SAN. M.H.

I.E. 83.82

TOP 89.77

SAN. M.H.

APPEARS ABANDONED

UNKNOWN UTILITY VAULT

W.V.

W.V.

F.H.

SIGNS

METAL

CONC. WALK

C O

N C

W A

L K

F.F.E. 89.73

BLDG. #620

"G

U M

11"LIV

E

O

A K

"H

O

LLY

"D

O G

W O

O D

"LIV

E

O

A K

"D

O G

W O

O D

"D

O G

W O

O D 8

"LIV

E

O

A K

"LIV

E

O

A K

"LIV

E

O

A K

1"LIV

E

O

A K

"LIV

E

O

A K

CONC. WALK

CONC. WALK CONC. WALK

ELEV. = 84.97

INTERF. PIPE

TOP 12" CMP

I.E. 82.95

FULL OF DIRT

BOT. EL. 84.17

TOP 87.27

GRATE INLET

I.E. 81.34

12" RCP

EXT'G. 6" CLAY PIPE

A Y

A

Y

A Y

10" CONC.

18" RCP

18" RCP

24" RCP

F.H.

W.V.

WITH VALVES.

LINE - ABOVE GROUND

6" METAL WATER

I.E. 84.00

TOP 87.38

STORM. M.H.

I.E.84.20

I.

E .8

.2

I.E.84.18

C

L A

Y

6"CLAY

C

L A

Y

6"

TYPICAL

CONC. BENCH

SLAB

CONC.

SLAB

CONC.

ROOF

METAL

LINE PIT

HOT/CHILL WATER

ABANDONED

WATER LINE PIT

HOT/CHILL

TO BASEMENT

STEPS DOWN

I.E. 84.24

TOP 87.17

STORM M.H.

WALL

BRICK

POSTS

GUARD

METAL

12"CMP

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

(NOT FIELD VERIFIED)

BLDG. #608

(NOT FIELD VERIFIED)

BLDG. #621

PARKING LOT

CONC. WALK

(NOT FIELD VERIFIED)

CONC. WALK

(NOT FIELD VERIFIED)

OPEN FIELD

OPEN FIELD

TOP APPROX. 3.3' DEEP (TYP.)

UNKNOWN UTILITY w/ GRATE

LOCATION (TYP.)

EXISTING DOWNSPOUT

C

LU

S T E R

"D

O G

W O

O D

M Y R T

LE

"C

R A

R T

LE

"C

R A

R T

LE

"C

R A

R T

LE

"C

R A

R T

LE

"C

R A P E M

Y R T

LE

"C

R A

R T

LE

"C

R A

R T

LE

"C

R A

R T

LE

"C

R A

T

T

AC

AC

AC

E

E

REVISION DATE DESCRIPTION BY

DRAWING NUMBER

SHEET OF

OFFICE OF THE ENGINEER

FORT STEWART, GEORGIA

LIBERTY COUNTY GEORGIA

DESIGN BY:

SCALE:

SHEET NUMBER

DRAWN BY:

DATE:

RENOVATE BUILDING 620

IJO#:WG-33-8J FS-3670

V. SMITH

4/15/13H. KRAFT

G R A P H I C S C A L E

1" = 20'

0' 10' 20' 30' 40' 50' 100' C-202 1" = 20'

EROSION & SEDIMENT CONTROL PLAN

S S

FG 89.0

FG 89.0

"LIV

E

O

A K

"LIV

E

O

A K

"LIV

E

O

A K

I.E. 79.51

TOP 85.28

GRATE INLET

TYPICAL

CONC. BENCH

NAVD 1988

ELEV. 85.38

E=826415.592 N=680584.559

5/8" REBAR

BENCHMARK GPS-1

W.V.

F.H.

W.V.

F.H.

APPROX. LOCATION

@ 0.5%

30 L.F. 12" HDPE

I.E. 85.49

TOP 88.00

INLINE DRAIN No.1

6" CHWS&R

6" CHWS&R

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G HTWS & CHWS LINES

APPROX. LOCATION

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G HTWS & CHWS LINES

APPROX. LOCATION

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G HTWS & CHWS LINES

APPROX. LOCATION

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G HTWS & CHWS LINES

APPROX. LOCATION

TEE

I.E. 85.35

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G. WATERMAIN

APPROX. LOCATION

I.E. 85.43

TOP 88.00

INLINE DRAIN No.2

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G HTWS & CHWS LINES

APPROX. LOCATION

S

S

S

S

@ I.E. 85.31

50 L.F. 12" HDPE

@ 1.90%

SWALE

SWALE

CONNECT TO EXT'G. M.H.

OFFICER.

WITH A PERMANENT STAND OF GRASS SUITABLE TO THE CONTRACTING

IS GRADED SHALL BE STABILIZED AFTER ALL WORK IS COMPLETE

LESS THAN 1% NOR GREATER THAN 5%. THE ENTIRE AREA THAT

AND A SLOPE DOWN AND AWAY FROM THE BUILDING OF NOT

BUILDING FINISHED FLOOR ELEVATION TO THE GROUND SURFACE

BUILDING PERIMETER TO PROVIDE AN 8" DROP FROM THE

NOTE: THE CONTRACTOR SHALL REGRADE AROUND THE ENTIRE

SEE NOTE BELOW

A T

F P

A T

F P

30' AT/FP

2 1/2" HTWS & R

1 1/4" HTWS & R

VP 29

EXT'G.

CONNECTION

6" CAP FOR FUTURE

W S

R

W S

R

6" CHWS&R

W S

R

W S

R

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G HTWS & CHWS LINES

APPROX. LOCATION

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G HTWS & CHWS LINES

APPROX. LOCATION

1.5" CHWS&R

3" CHWS&R

HTWS & RHTWS & R

& R

LIMITS OF DISTURBANCE/

CHAINLINK CONSTR. FENCE

LIMITS OF DISTURBANCE/

CHAINLINK CONSTR. FENCE

LIMITS OF DISTURBANCE/

CHAINLINK CONSTR. FENCE

I.E. 83.61

TOP 87.00

I.E. 79.75

TEE

I.E. 83.21

63 L.F. 12"

66 L.F. 12"

80 L.F. 12"

36 L.F. 15"

61 L.F. 12"

15 L.F. 12" HDPE

61 L.F. 12" HDPE

@ 2.15%

REPLACE

5 S.Y. CONC. WALK

REPLACE

14 S.Y. CONC. WALK

8 L.F. 15" HDPE

TYPICAL EL. 86.80

TYPICAL EL. 86.80

TREE PROTECTION BARRICADE (TYP.)

TREE PROTECTION BARRICADE (TYP.)

R A

M P

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G. WATERMAIN

APPROX. LOCATION

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G. WATERMAIN

APPROX. LOCATION

TEE I.E. 85.22

TEE I.E. 84.81

13 L.F. 12"

47 L.F. 12"

TEE I.E. 83.52

TEE I.E. 84.93

HORIZONTAL DATUM IS BASED ON GA.

STATE PLANE NAD 1983 EAST ZONE.

VERTICAL DATUM IS BASED ON NAVD 1988.

W S

R

4" CHWS&R

OVER EXT'G. 18" PIPE

I.E. 82.49

82 L.F. 8"

CONSTRUCT NEW MANHOLE

M.H. No.1

HDPE @ 2.1%

72 L.F. 8" HDPE

23 L.F. 8" HDPE

@ 1.90%

I.E. 83.76

@ 0.5%

SS

S

S

S

30' AT/FP

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

I.E. 81.66

TOP 88.43

CURB INLET

I.E. 84.34

TOP 88.99

STORM M.H.

I.E. 83.47

TOP 89.34

SAN. M.H.

I.E. 83.82

TOP 89.77

SAN. M.H.

APPEARS ABANDONED

UNKNOWN UTILITY VAULT

W.V.

W.V.

F.H.

SIGNS

METAL

CONC. WALK

C O

N C

W A

L K

F.F.E. 89.73

BLDG. #620

"G

U M

11"LIV

E

O

A K

"H

O

LLY

"D

O G

W O

O D

"LIV

E

O

A K

"D

O G

W O

O D

"D

O G

W O

O D 8

"LIV

E

O

A K

"LIV

E

O

A K

"LIV

E

O

A K

1"LIV

E

O

A K

"LIV

E

O

A K

CONC. WALK

CONC. WALK CONC. WALK

ELEV. = 84.97

INTERF. PIPE

TOP 12" CMP

I.E. 82.95

FULL OF DIRT

BOT. EL. 84.17

TOP 87.27

GRATE INLET

I.E. 81.34

12" RCP

EXT'G. 6" CLAY PIPE

A Y

A

Y

A Y

10" CONC.

18" RCP

18" RCP

24" RCP

F.H.

W.V.

WITH VALVES.

LINE - ABOVE GROUND

6" METAL WATER

I.E. 84.00

TOP 87.38

STORM. M.H.

I.E.84.20

I.

E .8

.2

I.E.84.18

C

L A

Y

6"CLAY

C

L A

Y

6"

TYPICAL

CONC. BENCH

SLAB

CONC.

SLAB

CONC.

ROOF

METAL

LINE PIT

HOT/CHILL WATER

ABANDONED

WATER LINE PIT

HOT/CHILL

TO BASEMENT

STEPS DOWN

I.E. 84.24

TOP 87.17

STORM M.H.

WALL

BRICK

POSTS

GUARD

METAL

12"CMP

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

(NOT FIELD VERIFIED)

BLDG. #608

(NOT FIELD VERIFIED)

BLDG. #621

PARKING LOT

CONC. WALK

(NOT FIELD VERIFIED)

CONC. WALK

(NOT FIELD VERIFIED)

OPEN FIELD

OPEN FIELD

TOP APPROX. 3.3' DEEP (TYP.)

UNKNOWN UTILITY w/ GRATE

LOCATION (TYP.)

EXISTING DOWNSPOUT

C

LU

S T E R

"D

O G

W O

O D

M Y R T

LE

"C

R A

R T

LE

"C

R A

R T

LE

"C

R A

R T

LE

"C

R A

R T

LE

"C

R A P E M

Y R T

LE

"C

R A

R T

LE

"C

R A

R T

LE

"C

R A

R T

LE

"C

R A

T

T

AC

AC

AC

E

E

G R A P H I C S C A L E

1" = 20'

0' 10' 20' 30' 40' 50' 100'

1" = 20'

C-203

GRADING AND DRAINAGE PLAN

S

S

FG 89.0

FG 89.0

"LIV

E

O

A K

"LIV

E

O

A K

"LIV

E

O

A K

I.E. 79.51

TOP 85.28

GRATE INLET

TYPICAL

CONC. BENCH

NAVD 1988

ELEV. 85.38

E=826415.592 N=680584.559

5/8" REBAR

BENCHMARK GPS-1

W.V.

F.H.

W.V.

F.H.

REVISION DATE DESCRIPTION BY

DRAWING NUMBER

SHEET OF

OFFICE OF THE ENGINEER

FORT STEWART, GEORGIA

LIBERTY COUNTY GEORGIA

DESIGN BY:

SCALE:

SHEET NUMBER

DRAWN BY:

DATE:

RENOVATE BUILDING 620

IJO#:WG-33-8J FS-3670

V. SMITH

4/15/13H. KRAFT

13"LIVE O

A K

7"LIVE O

A K

9"LIVE O

A K

A Y

CONNECTION

6" CAP FOR FUTURE

E X

IS

T

IN

G

T

IN

HORIZONTAL DATUM IS BASED ON GA.

STATE PLANE NAD 1983 EAST ZONE.

VERTICAL DATUM IS BASED ON NAVD 1988.

HORIZONTAL DATUM IS BASED ON GA.

STATE PLANE NAD 1983 EAST ZONE.

VERTICAL DATUM IS BASED ON NAVD 1988.

SANITARY SEWER SERVICE PLAN

22-00-00 FOR PVC PIPING.

SEE SPECIFICATION SECTION

SPECIAL NOTES:

UTILITY LOCATION INDEX

UTILITY PLAN

I.E. 84.34

TOP 88.99

STORM M.H.

I.E. 83.47

TOP 89.34

SAN. M.H.

ABANDONED

APPEARS

VAULT

UTILITY

UNKNOWN

W.V.

F.F.E. 89.73

BLDG. #620

8"LIVE O

A K

6"DO

GW

O O D

M

YRTLE

5"CRA

PE

M

YRTLE

6"CRA

PE

M

YRTLE

4"CRA

PE M

YRTLE

4"CRA

PE

CONC. WALK

ELEV. = 84.97

INTERF. PIPE

TOP 12" CMP

EXT'G. 6" CLAY PIPE

A

Y

18" RCP

WITH VALVES.

LINE - ABOVE GROUND

6" METAL WATER

TYPICAL

CONC. BENCH

SLAB

CONC.

LINE PIT

HOT/CHILL WATER

ABANDONED

WALL

BRICK

12"CMP

W S

R

(TYP.) (NOT FIELD VERIFIED)

OF EXT'G HTWS & CHWS LINES

APPROX. LOCATION

F.F.E. 89.73

BLDG. #620

ELEVATOR

PROPOSED

R A

M P

T

AC

AC

CONNECT TO EXT'G.

8" WATER MAIN W/8"x6"

TAPPING SLEEVE AND

6" TAPPING VALVE IN

BOX

FIRE HYDRANT

W/6" V&B

POST INDICATOR

3" PVC

2" PVC

PLUMBING FROM

BUILDING

CONNECT TO

SCALE: 1" = 10'

VALVE

22-00-00 FOR PVC PIPING.

SEE SPECIFICATION SECTION

SPECIAL NOTES:

FIRE SERVICE PLAN

SCALE: 1" = 10'

N.T.S.

SERVICE

FOR SANITARY SEWER

SEE ABOVE LEFT

FOR FIRE SERVICE

SEE BELOW LEFT

@ 0.20%

3 L.F. 6" PVC

TOP 89.23

SAN. MANHOLE

CONNECT TO SAN

SIAMESE CONNECTION

FREE STANDING

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

I.E. 81.66

TOP 88.43

CURB INLET

I.E. 84.34

TOP 88.99

STORM M.H.

I.E. 83.47

TOP 89.34

SAN. M.H.

I.E. 83.82

TOP 89.77

SAN. M.H.

APPEARS ABANDONED

UNKNOWN UTILITY VAULT

TOP APPROX. 3.3' DEEP

UNKNOWN UTILITY w/ GRATE

W.V.

W.V.

F.H.

SIGNS

METAL

CONC. WALK

C O

N C

W A

L K

F.F.E. 89.73

BLDG. #620

25"GU

M

11"LIVE O

A K

14"H O

LLY

3"DO

GW

O O D

8"LIVE O

A K

3"DO

GW

O O D

7"LIVE O

A K

13"LIVE O

A K

6"DO

GW

O O D

8"LIVE O

A K

7"LIVE O

A K

9"LIVE O

A K

34"CEDA

R

14"LIVE O

A K

41"LIVE O

A K

12"LIVE O

A K

CLU

STER

6-

8"DO

GW

O O D

M

YRTLE

5"CRA

PE

M

YRTLE

6"CRA

PE

M

YRTLE

4"CRA

PE M

YRTLE

4"CRA

PE

M

YRTLE

5"CRA

PE

M

YRTLE

4"CRA

PE

M

YRTLE

4"CRA

PE M

YRTLE

5"CRA

PE

M

YRTLE

4"CRA

PE

CONC. WALK

CONC. WALK CONC. WALK

ELEV. = 84.97

INTERF. PIPE

TOP 12" CMP

I.E. 82.95

FULL OF DIRT

BOT. EL. 84.17

TOP 87.27

GRATE INLET

I.E. 79.51

TOP 85.28

GRATE INLET

I.E. 81.34

12" RCP

EXT'G. 6" CLAY PIPE

A

Y

A

Y

A Y

10" CONC.

18" RCP

18" RCP

24" RCP

F.H.

W.V.

WITH VALVES.

LINE - ABOVE GROUND

6" METAL WATER

I.E. 84.37

TOP 88.19

SAN. M.H.

I.E. 84.00

TOP 87.38

STORM. M.H.

I.E.84.20

I.

E .8

.2

I.E.84.18

C

L A

Y

6"CLAY

C

L A

Y

6"

TYPICAL

CONC. BENCH

TYPICAL

CONC. BENCH

SLAB

CONC.

SLAB

CONC.

ROOF

METAL

RAMP

CONC.

LINE PIT

HOT/CHILL WATER

ABANDONED

WATER LINE PIT

HOT/CHILL

TO BASEMENT

STEPS DOWN

I.E. 84.24

TOP 87.17

STORM M.H.

WALL

BRICK

POSTS

GUARD

METAL

DRAIN

FRENCH

12"CMP

89 88.99

87.28

87.80

88.75

86.63

88.30

89.06

87.62

88.83

87.37

88.12

87.70

87.21

88.87

88.46

88.95

87.48

87.55

88.80

88.92

88.08

88.24

87.97

89.63

89.71

86.34

78.74

86.37

87.02

89.02

89.05

88.84

88.73

86.55

89.17

88.72

88.93

87.64

88.84 87.33

88.11

88.04

88.31

89.09

88.97

89.12

88.42

89.18

88.06

89.53

89.62

89.72

86.54

88.82

86.53

88.96

88.89 88.7087.55

87.05

88.97

89.31

88.81

85.95

86.36

88.11

88.96

87.37

87.56

87.63

88.68

87.94

88.06

89.65

89.73

88.59

86.51

87.67

89.05

90.31

79.03

86.58

89.05

88.78

88.98

87.49

86.91

88.51

89.33

88.84

87.95

86.34

88.19

88.67

87.39

89.25

87.31

87.39

88.35

89.59

87.70

88.70

89.09

87.79

89.78

88.96

86.42

88.94

88.83

78.66

86.95

88.46

88.80

88.80 88.93

86.35

85.95

88.45

87.39

89.63

89.32

88.25

89.20

86.71

88.23

88.77

88.99

88.60

88.38

88.95

86.49

88.55

89.06

78.69

86.56

87.82

89.71

87.77

86.49 88.30

88.75

88.84 89.05

88.57

86.28

86.46

88.58

88.86

87.47

89.58

88.81 88.97

87.78

88.28

88.33

86.67

89.23

88.99

89.61

88.85

86.39

87.89

88.69

88.84

89.22

86.57

89.09

88.78

87.12

89.00

87.99

88.08

88.94

87.76

86.85

88.74

89.34

87.48

87.83

88.24

89.15

88.34

87.56

89.18

89.12

89.73

89.70

88.93

88.78

86.52

87.93

88.97

89.02

86.57

89.04

88.74

88.81

87.90

89.36

88.78

87.78

86.78

88.99

88.81

87.91

87.45

89.73

88.28

88.23

86.70

87.86

88.99

89.71

87.91

89.59

88.76

86.36

87.66

88.99

88.87

88.76

89.03

88.75

87.82

87.90

88.79

89.02

87.74

86.96

88.54 88.21

87.52

88.99

88.97

88.29

89.56

88.92

86.51

89.04

88.56

87.11

78.65

85.88

89.32

87.69

86.60

88.76

89.69

89.25

88.78

87.38

87.90

88.76

89.03

89.73

86.78

88.59

88.75

87.63

87.53

88.35

87.40

88.13

88.32

88.89

89.75

88.53

78.69

85.84

86.54

NAVD 1988

ELEV. 85.38

E=826415.592 N=680584.559

5/8" REBAR

BENCHMARK GPS-1

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

C ir c u la r b lo c k r e f

"A

P O

IN

T

(NOT FIELD VERIFIED)

BLDG. #608

(NOT FIELD VERIFIED)

BLDG. #621

PARKING LOT

CONC. WALK

(NOT FIELD VERIFIED)

CONC. WALK

(NOT FIELD VERIFIED)

OPEN FIELD

OPEN FIELD

HORIZONTAL DATUM IS BASED ON GA.

STATE PLANE NAD 1983 EAST ZONE.

VERTICAL DATUM IS BASED ON NAVD 1988.

T

T

T

T

AC

AC

AC

E

E

REVISION DATE DESCRIPTION BY

DRAWING NUMBER

SHEET OF

OFFICE OF THE ENGINEER

FORT STEWART, GEORGIA

LIBERTY COUNTY GEORGIA

DESIGN BY:

SCALE:

SHEET NUMBER

DRAWN BY:

DATE:

RENOVATE BUILDING 620

IJO#:WG-33-8J FS-3670

V. SMITH

4/15/13H. KRAFT

AS SHOWN

G R A P H I C S C A L E

1" = 10'

0' 5' 10' 15' 20' 25' 50' C-204

PVC C-900 FIRE LINE

CONNECT TO EXT'G.

6" CLAY PIPE W/6"

PVC, FERNCO COUPLING

AND ENCASE IN CONCRETE

CONNECT TO

PLUMBING FROM

BUILDING

2" PVC

CONNECT TO SAN

CAST IRON COVER

MARKED WATER CONCRETE COLLAR

(2'X 2'X 4")

V A

R

IE

S

NOTES:

1.

2.

5 1/4"

DIA

VALVE BOX

GATE VALVE

THREE PIECE SCREW

OR SLIP TYPE VALVE

BOX - CAST IRON

IN UNPAVED AREA, SET TOP OF CONCRETE

COLLAR 1" ABOVE FINISHED GRADE.

IN PAVED AREA, SET TOP OF BOX FLUSH

WITH PAVEMENT. NO CONCRETE COLLAR

REQUIRED.

FIN. GRADE

N.T.S. Du

DISTURBED AREAS

DUST CONTROL ON

A. MULCHES (Ds1) - DISTURBED AREA STABILIZATION (WITH MULCHING ONLY).

REFER TO STANDARD Tb-TACKIFIERS AND BINDERS. RESINS SUCH AS CURASOL OR

TERRATACK SHOULD BE USED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.

SYNTHETIC RESINS MAY BE USED INSTEAD OF ASPHALT TO BIND MULCH MATERIAL.

1. TEMPORARY METHODS

NOTES:

B. VEGETATIVE COVER - DISTURBED AREA STABILIZATION WITH TEMPORARY SEEDING.

C. SPRAY ON ADHESIVES - THESE ARE USED ON MINERAL SOILS (NON EFFECTIVE ON

ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS. REFER TO TACKIFIERS AND

BINDERS.

D. TILLAGE - THIS PRACTICE IS DESIGNED TO ROUGHEN AND BRING CLODS TO THE

SURFACE. IT IS AN EMERGENCY MEASURE WHICH SHOULD BE USED BEFORE WIND

EROSION STARTS. BEGIN PLOWING ON WINDWARD SIDE OF SITE. CHISEL-TYPE PLOWS

SPACED ABOUT 12 INCHES APART, SPRING TOOTHED HARROWS, AND SIMILAR PLOWS

ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT.

E. IRRIGATION - THIS IS GENERALLY DONE AS AN EMERGENCY TREATMENT. SITE IS

SPRINKLED WITH WATER UNTIL THE SURFACE IS WET. REPEAT AS NEEDED.

F. BARRIERS - SOLID BOARD FENCES, SNOWFENCES, BURLAP FENCES, CRATE WALLS,

BALES OF HAY AND SIMILAR MATERIAL CAN BE USED TO CONTROL AIR CURRENTS

AND SOIL BLOWING. BARRIERS PLACED AT RIGHT ANGLES TO PREVAILING CURRENTS

AT INTERVALS OF ABOUT 15 TIMES THEIR HEIGHT ARE EFFECTIVE IN CONTROLLING

WIND EROSION.

G. CALCIUM CHLORIDE - APPLY AT A RATE THAT WILL KEEP SURFACE MOIST. MAY

NEED RETREATMENT.

A. PERMANENT VEGETATION - DISTURBED AREA STABILIZATION (WITH PERMANENT

VEGETATION. EXISTING TREES AND LARGE SHRUBS MAY AFFORD VALUABLE

2. PERMANENT METHODS

PROTECTION IF LEFT IN PLACE.

B. TOPSOILING - THIS ENTAILS COVERING THE SURFACE WITH LESS EROSIVE SOIL MATERIAL.

C. STONE - COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL.

ADHESIVE

WATER

DILUTION

NOZZLE

TYPE

APPLICATION

(GAL./AC.)

ANIONIC

ASPHALT

EMULSION

7:1

COARSE

SPRAY

1,200

LATEX

EMULSION

12.5:1

FINE

SPRAY

RESIN-IN-

WATER

EMULSION

4:1

FINE

SPRAY

SPRAY ON ADHESIVE REQUIREMENTS

Sd1-A

SEDIMENT BARRIER

SILT FENCE - TYPE A

2.5' MIN.

1.5' MIN.

4' MIN.

28"

6"

2"

FLOW

2.5' MIN.

1.5' MIN.

FABRIC

6"

28"

TRENCH

NOTE:

USE 36" D.O.T. APPROVED FABRIC

USE WOOD OR STEEL POST.

6' MAX. O.C.

SIDE VIEW

FRONT VIEW

2) WHERE THE SLOPE GRADIENT IS STEEPER THAN 3:1.

1) ON DEVELOPMENTS WHERE THE LIFE OF THE PROJECT IS GREATER THAN OR EQUAL TO 6 MONTHS.

USE:

TYPE A FABRIC (36")

POST SIZE

MIN. LENGTH

4'

TYPE OF POST

SOFT WOOD

SIZE OF POST

3" DIA. OR 2X4

1.5"X1.5"OAK4'

1.3 LB./FT. MIN.STEEL4'

CROWNGAUGE

17 MIN.

LEGS

1/2" LONG

FASTENERS FOR WOOD POST (WIRE STAPLES)

3/4" WIDE

STAPLES/POST

5 MIN.

14 MIN.

GAUGE

4 MIN.

NAIL/POST

FASTENERS FOR WOOD POST (NAILS)

1"

LENGTH

3/4"

BUTTON HEADS

TENSILE STREGTH

(LBS. MIN.) (1)

(ASTM D-4632)

WARP-120

FILL-100

ELONGATION

(%MAX.)

(ASTM D-4632)

AOS (APPARENT

OPENING SIZE)

(ASTM D-4751)

FLOW RATE

(GAL/MIN./SQ. FT.)

(GDT-87)

ULTRAVIOLET STABILITY (2)

(ASTM D-4632 AFTER

300 HOURS WEATHERING

BURSTING STREGTH

(PSI MIN.)

(ASTM D-3786 DIAPHRAGM

MIN. FABRIC WIDTH

(INCHES)

40 #30 25 80 175 36

(MAX. SIEVE SIZE)

ASTM D-4355)

IN ACCORDANCE WITH BURSTING STRENGTH

TESTER)

(1) MIN. ROLL AVERAGE OF FIVE SPECIMENS.

(2) PERCENT OF REQUIRED INITIAL MIN. TENSILE STRENGTH.

FENCE

NOTE: FILTER FABRIC MAY ALSO BE ATTACHED TO THE POST BY WIRE, CORD, AND POCKETS.

WOOD POST WITH

STAPLE PLACEMENT

WOOD POST WITH

NAIL PLACEMENT

OVERLAP AT FABRIC ENDS

TOP VIEW

FRONT VIEWS

BEGINNING OF FABRIC FENCE

END OF FABRIC FENCE

POST

FLOW FLOW

18"

6' O.C.

MAX.

N.T.S.

FASTENERS FOR TYPE

A & B SILT FENCES

BOTTOM OF TRENCH

CENTER WATER MAIN

UNDISTURBED EARTH (TYP.)

LOCK-TYPE WRENCH

OPEN

POST INDICATOR VALVE

POST INDICATOR

& OPERATOR

MIN. 6" HOOK (TYP.)

4" X 18" X 18" CONCRETE COLLAR

BEARING AREA OF ONE SIDE

SHALL BE SAME SIZE AS FOR

PLUG OR CAP THRUST BLOCK

3/4 " COATED

REINFORCING BAR

CONCRETE THRUST

BLOCK 3000 PSI

6" MIN. THICKNESS

PROVIDE CLEARANCE

FOR BOLT REMOVAL

FINISH GRADE

10"

N.T.S.

POST INDICATOR VALVE DETAIL

6"x 2'-0" DIA. CONC.

COLLAR

CONCRETE

4" BEND

CONCRETE PAVINGBRASS SCREW PLUG

THREADED FERRULE &

N.T.S.

6" DIA. PVC

EXT'G 6" DIA. CLAY PIPE

6"x4"

WYE

CLEANOUT & CAP DETAIL

FERNCO COUPLING W/

S.S. STRAPS

6" CAP

NOTE: CONCRETE SHALL REACH 3,000 PSI MIN.

COMPRESSIVE STRENGTH @ 28 DAYS.

12" 12"

NOTE: POST INDICATOR VALVE SHALL INCLUDE A SUPERVISORY / TAMPER

PROOF SWITCH. COORDINATE WITH COMMUNICATION PLANS,

FABRIC

FILTER FABRIC WITH SUPPORTING FRAME

INLET SEDIMENT TRAP DETAIL

BUILD A TEMPORARY DIKE ON THE DOWN SLOPE SIDE OF THE STRUCTURE TO PREVENT BYPASS

FROM THE DROP INLET TO KEEP RUNOFF FROM BYPASSING THE INLET. IT MAY BE NECESSARY TO

6. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE

5. FASTEN FABRIC SECURELY TO THE STEEL POSTS AND FRAME. JOINTS MUST BE OVERLAPPED TO

AT LEAST 4 INCHES OF CRUSHED STONE OR 12 INCHES OF COMPACTED SOIL.

4. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN TRENCH AND BACKFILL THE TRENCH WITH

AROUND THE CREST OF THE OVERFLOW AREA AT MAXIMUM OF 1.5 FEET ABOVE THE DROP

3. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH 2x4 INCH WOOD STRIPS

APART AND SECURELY DRIVE THEM INTO THE GROUND, APPROXIMATELY 18 INCHES DEEP.

2. SPACE STEEL POSTS EVENLY AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FEET

1. USE STEEL POST WITH A MINIMUM LENGTH OF 3 FEET.

INLET CREST.

FLOW.

THE NEXT STEEL POST.

GATHER EXCESS

AT CORNERS

Sd2-F

M

IN

.0

BURIED

WITH GRATE

DROP INLET

STEEL FRAME

M A

X

.5

M

IN

WIRE-BACKING

FRAME

STEEL POST

FABRIC

BURIED

FABRIC

STEEL POST

PIPE DIA.

12 13

O

4 22

O O O

BEND ANGLE

PVC LINE

DUCTILE IRON LINE

BEND ANGLE

OOO

O

PIPE DIA.

NOTES:

1. LENGTH OF RESTRAINT SHOWN IS IN FEET.

2. WHERE LINES CONSIST OF BOTH DUCTILE IRON AND PVC WITHIN THE

LIMITS OF REQUIRED RESTRAINT, LIMITS FOR PVC SHALL APPLY.

MINIMUM RESTRAINED LENGTH (L)

L

L

L

VERTICAL BEND RESTRAINT

PIPE DIA.

12 7

O

4 22

O O O

BEND ANGLE

PVC LINE

DUCTILE IRON LINE

BEND ANGLE

OOO

O

PIPE DIA.

NOTES:

1. LENGTH OF RESTRAINT SHOWN IS IN FEET.

2. WHERE LINES CONSIST OF BOTH DUCTILE IRON AND PVC WITHIN THE

LIMITS OF REQUIRED…