H.08 W912HN21B3004 Drawings Vol-1.pdf

BARBINA.SEAN.ERIC.1556536194 Digitally signed by BARBINA.SEAN.ERIC.1556536194 Date: 2021.03.26 07:01:37 -04'00'

FUNK.TROY.ALAN.1039429256 Digitally signed by FUNK.TROY.ALAN.1039429256 Date: 2021.03.26 07:17:42 -04'00'

HENDREN.TRACY.LEE.1229932868

2021.03.26 08:38:44 -04'00'

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®of Engineers

US Army Corps k6enxjlh

02-MAR-2021 06:44

C:\Users\k6enxjlh\Desktop\Projects\ProjectWise_Projects\Sey0144\05_W912HN-##-#-####\PDF\Volume 1\GI001V1.dgn

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INDEX OF DRAWINGS

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G-001 COVER SHEET

GI001 INDEX OF DRAWINGS

GC001 LOCATION AND VICINITY MAP

GC002 SITE CIVIL LIMITS

GC003 GENERAL CIVIL NOTES

GC004 CIVIL LEGEND AND ABBREVIATIONS

GC101 CONSTRUCTION PHASING PLAN - PHASE 1

GC102 CONSTRUCTION PHASING PLAN - PHASE 2A

GC103 CONSTRUCTION PHASING PLAN - PHASE 2B

GC104 CONSTRUCTION PHASING PLAN - PHASE 3

VF101 OVERALL EXISTING CONDITIONS

VF102 EXISTING CONDITIONS - AREA 'A'

VF103 EXISTING CONDITIONS - AREA 'B'

VF104 EXISTING CONDITIONS - AREA 'C'

B-001 SOIL CLASSIFICATION CHART AND NOTES

B-101 SOIL TEST BORING LOCATION PLAN

B-301 SOIL TEST BORING LOGS

B-302 SOIL TEST BORING LOGS

CD101 OVERALL DEMOLITION PLAN

CD102 DEMOLITION PLAN - AREA 'A'

CD103 DEMOLITION PLAN - AREA 'B'

CD104 DEMOLITION PLAN - AREA 'C'

CS101 OVERALL SITE PLAN

CS102 SITE PLAN - AREA 'A'

CS103 SITE PLAN - AREA 'B'

CS104 SITE PLAN - AREA 'C'

CS501 SITE DETAILS

CS502 SITE DETAILS

CS503 SITE DETAILS

CS504 SITE DETAILS

CG101 OVERALL GRADING PLAN

CG102 GRADING PLAN - AREA 'A'

CG103 GRADING PLAN - AREA 'B'

CG104 GRADING PLAN - AREA 'C'

CG201 STORM PROFILES

CG202 ROAD PROFILES

CG501 GRADING AND DRAINAGE DETAILS

CU101 OVERALL UTILITY PLAN

CU102 UTILITY PLAN - AREA 'A'

CU103 UTILITY PLAN - AREA 'B'

CU104 UTILITY PLAN - AREA 'C'

CE001 E&SC PLAN - COVER

CE002 E&SC PLAN - NOTES & USGS MAP

CE003 E&SC PLAN - GENERAL NOTES

CE004 E&SC PLAN - GENERAL NOTES

CE005 E&SC PLAN - NOTES, SCHEDULE & LEGEND

CE006 E&SC PLAN - USD SOIL SURVEY MAP

CE101 E&SC PLAN - INITIAL PHASE - OVERALL

CE102 E&SC PLAN - INITIAL PHASE - AREA 'A'

CE103 E&SC PLAN - INITIAL PHASE - AREA 'B'

CE104 E&SC PLAN - INITIAL PHASE - AREA 'C'

CE105 E&SC PLAN - INTERMEDIATE PHASE - AREA 'A'

CE106 E&SC PLAN - INTERMEDIATE PHASE - AREA 'B'

CE107 E&SC PLAN - INTERMEDIATE PHASE - AREA 'C'

CE108 E&SC PLAN - FINAL PHASE - AREA 'A'

CE109 E&SC PLAN - FINAL PHASE - AREA 'B'

CE110 E&SC PLAN - FINAL PHASE - AREA 'C'

CE501 E&SC PLAN DETAILS

CE502 E&SC PLAN DETAILS

CE503 E&SC PLAN DETAILS

LP101 OVERALL LANDSCAPE PLAN

LP102 LANDSCAPE PLAN - AREA 'A'

LP103 LANDSCAPE PLAN - AREA 'B'

LP104 LANDSCAPE PLAN - AREA 'C'

LP501 LANDSCAPE DETAILS

LP502 LANCSCAPE DETAILS - PLANT SCHEDULE

ES001 SITE ELECTRICAL & COMMUNICATIONS LEGEND & GENERAL NOTES

ES101 ELECTRICAL & COMMUNICATIONS SITE EXISTING & DEMOLITION PLAN

ES102 ELECTRICAL & COMMUNICATIONS SITE EXISTING & DEMOLITION PLAN

ES103 ELECTRICAL & COMMUNICATIONS SITE EXISTING & DEMOLITION PLAN

ES104 ELECTRICAL & COMMUNICATIONS SITE EXISTING & NEW WORK PLAN

ES105 ELECTRICAL & COMMUNICATIONS SITE EXISTING & NEW WORK PLAN

ES106 ELECTRICAL & COMMUNICATIONS SITE EXISTING & NEW WORK PLAN

ES501 LUMINAIRE SCHEDULE AND DETAILS

ES502 SITE ELECTRICAL DETAILS

ES503 SITE ELECTRICAL DETAILS

ES504 SITE ELECTRICAL DETAILS

ES505 SITE ELECTRICAL DETAILS

ES506 SITE COMMUNICATIONS DETAILS

ES507 ACTIVE VEHICLE BARRIER DETAILS

ES508 ACTIVE VEHICLE BARRIER DETAILS

ES509 SITE ELECTRICAL DETAILS

ES601 SITE ELECTRICAL ONE-LINE DIAGRAM

ES602 SITE ACTIVE VEHICLE BARRIER ONE-LINE DIAGRAM

ES603 PANEL SCHEDULES

ES604 PANEL SCHEDULES

© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS

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LEGEND:

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PROJECT SITE

CONTRACTOR ACCESS

THROUGH GATE # 2

BASE CIVIL ENGINEER

AND RESIDENT ENGINEER

PHONE #919-722-5142

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VIEW AREA

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HAUL ROUTE WILL BE INCOMING AND OUTGOING.

BORROW RECYCLING FACILITIES ARE NOT AVAILABLE

ON SEYMOUR JOHNSON AIR FORCE BASE.

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SEYMOUR JOHNSON

AIR FORCE BASE

NORTHING: 589036.55

EASTING: 2310875.29

NORTHING: 589219.62

EASTING: 2311022.35

NORTHING: 589213.62

EASTING: 2311133.04

NORTHING: 589311.30

EASTING: 2311152.87

NORTHING: 589359.50

EASTING: 2310902.45

NORTHING: 589292.92

EASTING: 2310670.89

NORTHING: 589421.70

EASTING: 2310604.62

NORTHING: 589807.13

EASTING: 2310768.85

NORTHING: 589178.10

EASTING: 2310433.44

NORTHING: 589826.84

EASTING: 2310739.56

NORTHING: 589751.38

EASTING: 2310615.00

NORTHING: 589202.26

EASTING: 2310151.22

NORTHING: 589713.50

EASTING: 2310594.85

NORTHING: 589654.59

EASTING: 2310451.25

NORTHING: 589586.11

EASTING: 2310381.69

NORTHING: 589444.71

EASTING: 2310367.21

NORTHING: 589122.58

EASTING: 2310240.36

NORTHING: 589115.48

EASTING: 2310373.54

NORTHING: 589186.25

EASTING: 2310293.52

NORTHING: 589138.74

EASTING: 2310671.75

NORTHING: 589153.03

EASTING: 2310743.48

NORTHING: 589716.05

EASTING: 2310673.67

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DEMOLITION AND REMOVAL NOTES:

1. INITIAL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO PERFORMING ANY LAND DISTURBING

ACTIVITIES OR REMOVALS.

2. TOPSOIL SHALL BE STRIPPED FROM THE SITE AND STOCKPILED. TOPSOIL SHALL BE SPREAD 4 INCHES

THICK ON AREAS IDENTIFIED TO BE GRASSED OR LANDSCAPED. TOPSOIL MAY NOT BE PILED HIGHER

THAN 5 FT IF STOCKPILED ON SITE. CONTRACTOR SHALL TEST THE TOPSOIL FOR SUITABILITY OF THE

ESTABLISHMENT OF THE SPECIFIED TURF AND LANDSCAPING. APPROVED SOIL AMENDMENTS SHALL BE

ADDED TO MAINTAIN SOIL SUITABILITY.

3. PAVEMENTS TO BE REMOVED SHALL BE SAW CUT ALONG THE EDGE OF REMOVAL TO PROVIDE A SMOOTH

TIE IN OF NEW PAVEMENT. SEE BORING LOGS FOR DEPTH OF PAVEMENT. ALL PAVEMENT DEMOLISHED

SHALL BE REMOVED. DEMOLISHED PAVEMENT CANNOT BE REUSED AS BASE COURSE MATERIAL.

4. SIDEWALKS AND CURB AND GUTTER TO BE REMOVED SHALL BE SAW CUT AT THE NEAREST JOINT TO

PROVIDE A SMOOTH TIE IN OF NEW SIDEWALKS, CURB AND GUTTER. SAW CUT EDGES ARE TO BE

PROTECTED BY THE CONTRACTOR. DAMAGED EDGES SHALL BE RE-SAWED TO PROVIDE ONE UNIFORM

EDGE, AND THE ADDITIONAL COST SHALL BE BORNE BY THE CONTRACTOR.

5. THE LIMITS OF CONSTRUCTION ARE SHOWN ON THE CIVIL PLAN SHEETS. THE LIMITS OF CONSTRUCTION

AS SHOWN SHALL BE NOT BE ADJUSTED WITHOUT PRIOR APPROVAL OF THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR).

6. TEMPORARY STOCKPILE LOCATIONS OF EXCAVATED MATERIALS FROM THE INSTALLATION OF UTILITIES

SHALL BE COORDINATED WITH THE COR.

7. BACKFILL OF THE EXCAVATED AREAS SHALL BE AS SPECIFIED IN SPECIFICATION SECTION 31 00 00, 'EARTHWORK'.

8. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF TRAFFIC CONTROL NEAR THE

CONSTRUCTION AREA. SEE CONSTRUCTION PHASING SHEETS GC101-GC102.

9. DISPOSAL AREAS FOR RUBBLE, UNSUITABLE EXCESS SOIL MATERIALS, OR OTHER CONSTRUCTION DEBRIS

ARE NOT AVAILABLE ON THE BASE FOR THE CONTRACTOR'S USE. DISPOSAL IS THE RESPONSIBILITY OF

THE CONTRACTOR AT SITES OFF GOVERNMENT CONTROLLED LANDS.

10. BORROW SITES ARE NOT AVAILABLE FOR USE BY THE CONTRACTOR ON THE BASE. ALL BORROW

MATERIALS, TOPSOIL, OR OTHER SOIL MATERIAL SHALL BE OBTAINED BY THE CONTRACTOR FROM

COMMERCIAL SOURCES FRO OFF-SITE LOCATIONS.

11. CONTRACTOR'S STAGING AREAS SHALL BE RETURNED TO ORIGINAL CONDITIONS AS APPROVED BY THE

CONTRACTING OFFICER'S REPRESENTATIVE (COR) AT THE COMPLETION OF CONSTRUCTION.

12. CONTRACTORS SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF ANY UNDERGROUND UTILITIES

DAMAGED DURING CONSTRUCTION IN ACCORDANCE TO BASE STANDARDS AND SPECIFICATIONS.

CONTRACTOR STAGING AREA:

1. CONTRACTOR STAGING / LAYDOWN AREA WILL BE WITHIN THE CONSTRUCTION LIMITS.

SEE PLAN SHEETS FOR LOCATION.

WATER QUALITY BMP STANDARD NOTES:

1. ALL PROPOSED BMP'S SHALL BE INSTALLED AS DIRECTED BY THE DESIGN DRAWINGS. THE USE

OF PROPER MATERIALS, TECHNIQUE, AND TIMING ARE CRUCIAL FOR A BMP TO PERFORM AS

EXPECTED AND DESIGNED.

2. ALL PROPOSED BMP'S SHALL BE MAINTAINED AS DIRECTED BY THE DESIGN DRAWINGS. ALL

POST CONSTRUCTION MAINTENANCE REQUIREMENTS WILL BE CONDUCTED BY SEYMOUR

JOHNSON AIR FORCE BASE. SEYMOUR JOHNSON AIR FORCE BASE EXPECTS THAT ALL BMP'S

WILL BE PERFORMING AS DESIGNED PRIOR TO TAKING RESPONSIBILITY FOR SAID BMP'S.

GRADING AND STORM DRAINAGE NOTES:

1. ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY

SURROUNDING THE SITE WHICH AFFECTS OPERATIONS SHALL BE CONTINUALLY AND EFFECTIVELY

DRAINED DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE

DE-WATERING AS REQUIRED SO THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED IN THE DRY.

ALL FOOTING EXCAVATIONS SHALL REMAIN DRY AND FIRM UNTIL THE FOOTINGS ARE IN PLACE AND

BACKFILLED. DE-WATERING OF ANY SURFACE WATER, GROUND WATER TABLE, AND OR ANY

PERCHED WATER CONDITION WHICH MAY BE ENCOUNTERED DURING EXCAVATIONS SHALL BE

ACCOMPLISHED BY ANY ACCEPTABLE MEANS AS APPROVED BY THE CONTRACTING OFFICER. SEE

PARAGRAPHS ON DRAINAGE AND DE-WATERING OF SPECIFICATION SECTION 31 00 00, EARTHWORK

FOR ADDITIONAL REQUIREMENTS. ALL DE-WATERING EFFLUENT SHALL BE PUMPED THROUGH A

SILT BAG AND INTO A SEDIMENT BASIN, BEFORE LEAVING SITE.

2. IT IS ANTICIPATED THAT SATISFACTORY DE-WATERING TO PERMIT THE REQUIRED CONSTRUCTION

CAN BE ACCOMPLISHED BY THE USE OF FRENCH DRAINS, DITCHES, TRENCHES, AND PUMPING FROM

FILTERED SUMPS. THE CONTRACTOR SHALL PERFORM WHICHEVER MEASURES THAT ARE

NECESSARY SUCH THAT ALL REQUIRED WORK IS PERFORMED IN ACCORDANCE WITH THE

CONTRACT DRAWINGS AND THE SPECIFICATIONS.

3. ALL FILL AND CUT SLOPES SHALL BE NO STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL UNLESS

NOTED OTHERWISE ON THE DRAWINGS.

4. SEE FINAL EROSION CONTROL SHEETS AND GRASSING SPECIFICATION FOR PERMANENT GRASSING

ON SLOPES 3 HORIZONTAL TO 1 VERTICAL OR STEEPER.

5. ALL STORM PIPES LOCATED UNDER PAVEMENT TO HAVE WATERTIGHT JOINTS.

6. ALL EXISTING MANHOLES SHOWN TO REMAIN SHALL BE RAISED OR LOWERED TO MATCH THE NEW

FINISHED GRADES UNLESS NOTED OTHERWISE ON THESE PLAN SHEETS.

7. THE CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH OTHER UTILITIES TO BE

INSTALLED. WHERE EARTHWORK CUT IS TO BE ACCOMPLISHED, ALL NEW UTILITIES SHALL BE

CONSTRUCTED WITH THE REQUIRED COVER AND COORDINATION WITH PRIVATIZED UTILITIES OF

OTHER DISCIPLINES.

8. THE CONTRACTOR SHALL GROUT SEAL EXISTING STORM DRAINAGE STRUCTURES AT THE

LOCATIONS WHERE NEW STORM DRAINAGE PIPES TIE TO THESE STRUCTURES.

9. CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATION OF UNDERGROUND DRAINAGE AND

UTILITIES PRIOR TO CONSTRUCTION.

10. FINISHED FLOOR ELEVATIONS ARE SHOWN ON THE DRAWINGS.

11. CONTRACTOR IS TO PROVIDE SUPPORT AND PROTECTION OF EXISTING UTILITY LINES SUCH AS

WATER, SEWER, ETC. DURING CONSTRUCTION.

UTILITY NOTES:

1. SOUTH ATLANTIC DIVISION (SAD) SAVANNAH DISTRICT IS RESPONSIBLE FOR DESIGNING,

CONSTRUCTING, AND MAINTAINING SITE DOMESTIC WATER AND FIRE SERVICE.

2. DUKE ENERGY IS RESPONSIBLE FOR DESIGNING, CONSTRUCTING, AND MAINTAINING SITE NATURAL

GAS SERVICE.

3. SAD SAVANNAH DISTRICT IS RESPONSIBLE FOR DESIGNING, CONSTRUCTING, AND MAINTAINING SITE

ELECTRICAL.

UTILITY PROVIDERS:

1. WATER, SEWER, FIBER AND ELECTRICAL

BASE CIVIL ENGINEERING (BCE):

DENNIS GOODSON (919) 722-5142

2. COMMERCIAL COMMUNICATION

4TH COMMUNICATION SQUADRON

(919) 722-2666

3. GAS

DUKE ENERGY

(800) 777-9898

EROSION CONTROL AND STABILIZATION NOTES:

1. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR

VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE

DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE.

2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE

CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN

FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW. WHERE STABILIZATION BY THE 14TH

DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS, STABILIZATION MEASURES MUST BE

INITIATED AS SOON AS PRACTICABLE. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS

TEMPORARILY CEASED, AND EARTH-DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY

STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE.

3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR WEEK. IF

PERIODIC INSPECTION OR OTHER INFORMATION INDICATES THAT A BMP HAS BEEN INAPPROPRIATELY OR

INCORRECTLY INSTALLED, THE PERMITTEE MUST ADDRESS THE NECESSARY REPLACEMENT OR MODIFICATION

REQUIRED TO CORRECT THE BMP WITHIN 48 HOURS OF IDENTIFICATION.

4. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION

DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH

GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END

OF EACH DAY ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE

FILTERED TO REMOVE SEDIMENT BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE STATE.

5. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION

UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED.

ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION

AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE

CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.

6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED

ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY

REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.

7. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO

PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT SEDIMENT-LADEN WATER TO APPROPRIATE

TRAPS OR STABLE OUTLETS.

8. ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED

IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFER CAN’T

BE MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WOS. A 10-FOOT BUFFER SHOULD BE MAINTAINED

BETWEEN THE LAST ROW OF SILT FENCE AND ALL WOS.

9. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR

IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE

EXPOSED TO STORMWATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER

DISCHARGES.

10. A COPY OF THE SWPPP, INSPECTIONS RECORDS, AND RAINFALL DATA MUST BE RETAINED AT THE CONSTRUCTION

SITE OR A NEARBY LOCATION EASILY ACCESSIBLE DURING NORMAL BUSINESS HOURS, FROM THE DATE OF

COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO THE DATE THAT FINAL STABILIZATION IS REACHED.

11. INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER) WHERE

LAND-DISTURBING ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED, AND WILL NOT RESUME FOR A

PERIOD OF 7 CALENDAR DAYS.

12. MINIMIZE SOIL COMPACTION. IT IS ANTICIPATED THAT THE EXISTING SOIL MATERIAL CANNOT BE USED FOR

TOPSOIL. THE KTR SHALL IMPORT 8" OF TESTED, APPROVED TOPSOIL AND PLACE ON ALL AREAS TO BE TURFED

OR RECEIVE LANDSCAPE PLANTINGS. KTR IS RESPONSIBLE FOR COORDINATION OF THIS TOPSOIL PLACEMENT

AND DESIGN GRADES.

13. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND

OTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A SEDIMENT BASIN OR ALTERNATIVE CONTROL THAT

PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE.

14. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED AREAS. THESE

DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE BMPS (SEDIMENT BASIN, FILTER BAG, ETC.).

15. THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED:

- WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE CONTROL;

- WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING

COMPOUNDS AND OTHER CONSTRUCTION MATERIALS;

- FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE; AND

- SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING.

16. AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE

EVERY CALENDAR WEEK AND MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF

THE CONSTRUCTION SITE.

17. IF EXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL BMPS ARE NECESSARY TO COMPLY WITH THE

REQUIREMENTS OF THIS PERMIT AND/OR SC’S WATER QUALITY STANDARDS, IMPLEMENTATION MUST BE

COMPLETED BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. IF IMPLEMENTATION BEFORE THE NEXT

STORM EVENT IS IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND ALTERNATIVE BMPS

MUST BE IMPLEMENTED AS SOON AS REASONABLY POSSIBLE.

18. A PRE-CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION SITE WITH AN APPROVED ON-SITE

SWPPP PRIOR TO THE IMPLEMENTATION OF CONSTRUCTION ACTIVITIES. FOR NON-LINEAR PROJECTS THAT

DISTURB 10 ACRES OR MORE THIS CONFERENCE MUST BE HELD ON-SITE UNLESS THE DEPARTMENT HAS

APPROVED OTHERWISE.

19. DURING CONSTRUCTION CONTRACTOR MUST MONITOR, MAINTAINED, AND CLEAN PONDS. AFTER COMPLETION OF

WORK CONTRACTOR MUST RESTORE PONDS BACK ACCORDING TO GRADING AND DRAINAGE PLANS.

LAYOUT NOTES:

1. ALL DIMENSIONS ARE MEASURED TO THE FACE OF CURBS UNLESS INDICATED

OTHERWISE. COORDINATES ARE IN ENGLISH UNITS.

2. FEATHER CURB AT WALKWAYS ABUTTING CURB AND GUTTER WHERE

HANDICAP RAMPS ARE SHOWN OR SPECIFIED. SEE PLATE CS502 FOR

FEATHERED CURB DETAILS.

EXISTING CONDITION NOTES:

1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED HAVE BEEN OBTAINED

FROM EXISTING RECORDS AND FIELD SURVEYS. UNDERGROUND STRUCTURES AND UTILITIES MAY BE

PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.

2. THE CONTRACTOR SHALL FIELD-CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY FAMILIAR WITH

THE SITE BEFORE ANY WORK COMMENCES. ANY DISCREPANCIES IN THE DRAWINGS SHALL BE

IMMEDIATELY REPORTED TO THE COR BEFORE ANY FURTHER WORK COMMENCES.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY EXISTING STRUCTURES, UTILITIES, AND SURVEY INFORMATION, AND TO TAKE NECESSARY PRECAUTIONS DURING DEMOLITION AND

CONSTRUCTION. CONTRACTOR SHALL VERIFY EXISTENCE AND MARK LOCATIONS OF ALL UTILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND UTILITIES PRIOR TO BEGINNING CONTRACTOR

SHALL CONTACT THE COR AND ALL ASSOCIATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE

LOCATION OF UTILITIES. THERE IS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT THE

LOCATIONS, SIZE AND TYPE OF MATERIAL OF EXISTING UNDERGROUND UTILITIES INDICATED ARE

REPRESENTATIVE OF THOSE TO BE ENCOUNTERED DURING CONSTRUCTION.

4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE COR OF OPERATIONAL PLANS. IN THE

EVENT AN UNEXPECTED UTILITY OR STRUCTURE INTERFERENCE OR CONFLICT IS ENCOUNTERED DURING

CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR. ANY UTILITY SERVICES OR

STRUCTURES DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED IMMEDIATELY AT

CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE COR.

5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE DAMAGED DURING DEMOLITION

AND CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED OR DISTURBED ITEMS TO

THE SATISFACTION OF THE COR AND AT NO ADDITIONAL COST. IF A PRIVATE UTILITY IS DAMAGED, THE

CONTRACTOR SHALL COORDINATE WITH THE PRIVATE UTILITY PROVIDER THROUGH THE COR, TO EITHER

REPAIR OR COVER THE COST OF THE REPAIRS FOR ANY DAMAGES, PER THE PRIVATE UTILITY COMPANY.

6. SPECIAL HANDLING AND CONSIDERATION SHALL BE REQUIRED FOR EXCAVATED SOILS THOUGHT TO

CONTAIN CONTAMINATED SUBSTANCES. CONTRACTOR SHALL PERIODICALLY MONITOR EXCAVATED

SOILS. SOILS SHALL BE TREATED ON SITE OR DISPOSED OF PROPERLY IN ACCORDANCE WITH ALL

FEDERAL, STATE, AND LOCAL REQUIREMENTS AND THE PROJECT SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE REMOVAL OF CONTAMINATED MATERIALS WITH THE COR.

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3SBW 3 STRANDED BARBED WIRE

A/G ABOVE GROUND

AC AIR CONDITIONER

ADA AMERICANS WITH DISABILITIES ACT

ATFP ANTI-TERRORISM FORCE PROTECTION

B/COF BARRACKS/COMPANY OPERATIONS FACILITY

BOC BACK OF CURB

BC BOTTOM OF CURB

BIO BIO RETENTION AREA

BJB BLIND JUNCTION BOX

BM BENCHMARK

BMP BEST MANAGEMENT PRACTICE

BP BEGINNING POINT

BRK BRICK

BS BOTTOM OF STAIRS

BLDG BUILDING

CB CATCH BASIN

CL CENTER LINE

CHLK CHAIN LINK

CI CURB INLET

CMP CORRUGATED METAL PIPE

CO CLEANOUT

COMM COMMUNICATIONS

CONC CONCRETE

CNTL CONTROL

CMS CONTROL MONUMENT SET

COR CONTRACTING OFFICER'S REPRESENTATIVE

CP CONTROL POINT

DIA DIAMETER

DFAC DINING FACILITY

DPW DIRECTORATE OF PUBLIC WORKS

DI DROP INLET

E EASTING

EOP EDGE OF PAVEMENT

ELEC ELECTRIC

ELEC JB ELECTRIC JUNCTION BOX

ELEV ELEVATION

EP END POINT

EGL ENERGY GRADE LINE

ECB EROSION CONTROL BLANKET

ES&PC EROSION, SEDIMENTATION, & POLLUTION

CONTROL

FO FIBER OPTIC

FOC FIBER OPTIC CABLE

FFE FINISHED FLOOR ELEVATION

FG FINISHED GRADE

FPE FINISHED PAD ELEVATION

FH FIRE HYDRANT ASSEMBLY

FES FLARED END SECTION

FM FORCE MAIN

GI GRATE INLET

GRAV GRAVITY

GND GROUND

H/C HANDICAP

HP HIGH POINT

HDPE HIGH-DENSITY POLYETHYLENE

HPPP HIGH-PERFORMANCE POLYPROPYLENE

HGL HYDRAULIC GRADE LINE

INV INVERT

IE INVERT ELEVATION

JB JUNCTION BOX

LB LANDSCAPE BORDER

LT LIGHT

LP LOW POINT

MJ MECHANICAL JOINT

MTL METAL

MON MONUMENT

NGS NATIONAL GEODETIC SURVEY

N NORTHING

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NTP NOTICE TO PROCEED

PVMT PAVEMENT

PC POINT OF CURVATURE

PI POINT OF INTERSECTION

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE

PIV POST INDICATOR VALVE

RR RAILROAD

RRS RAILROAD SPIKE

RBC REBAR & CAP

RCP REINFORCED CONCRETE PIPE

SSMH SANITARY SEWER MANHOLE

SJ AFB SEYMOUR JOHNSON AIR FORCE BASE

SHT SHEET

S/W SIDEWALK

S SIGN

STD STANDARD

STMH STORM MANHOLE

TEL HH TELEPHONE HAND HOLE

TPED TELEPHONE PEDESTAL

TV PED TELEVISION PEDESTAL

TBM TEMPORARY BENCH MARK

TC TOP OF CURB

TP TOP OF PAVEMENT

TS TOP OF STAIRS

TW TOP OF WALK / WALL

TRANS TRANSFORMER

TYP TYPICAL

U/G UNDERGROUND

USACE UNITED STATES ARMY CORPS OF ENGINEERS

WM WATER METER

WV WATER VALVE

XSECT CROSS SECTION

CONSTRUCTION LIMITS

BUILDING

OVERHEAD COVER

STORM PIPE

WATER PIPE

TEMPORARY CONSTRUCTION

FENCING

MAJOR CONTOUR

MINOR CONTOUR

4" SOLID YELLOW LANE

MARKING (PER NCDOT)

ABBREVIATIONS

PROPOSED WORK HATCH PATTERNS

PROPOSED WORK LINE TYPES

4' CONCRETE SIDEWALK

ASPHALT PAVEMENT

CONCRETE PAVEMENT

PASSIVE BARRIER

PAVEMENT MILLING

PAVEMENT OVERLAY

4' CONCRETE SIDEWALK

W/ BLACK TOP

PROPOSED WORK SYMBOLSEXISTING CONDITIONS SYMBOLS

SIGN

BOLLARD

STORM MANHOLE

CATCH BASIN

DROP INLET

CURB INLET

SANITARY SEWER CLEANOUT

FIRE HYDRANT

WATER VALVE

SOIL BORING

SPOT ELEVATION

B-41

W W W

SD SD SD

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CO

CB

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ELECTRIC LINE U/G LEVEL B

ELECTRIC LINE U/G LEVEL C

FO TEL LINE U/G LEVEL B

FO TEL LINE U/G LEVEL C

FO TV LINE U/G LEVEL B

FO TV LINE U/G LEVEL C

TV LINE U/G LEVEL B

TV LINE U/G LEVEL C

TEL LINE U/G LEVEL B

TEL LINE U/G LEVEL C

WATER LINE U/G LEVEL B

WATER LINE U/G LEVEL C

SAN SEWER GRAV LEVEL B

SAN SEWER GRAV LEVEL C

CATHODIC PROTECTION

UNKNOWN UTILITY

MAJOR CONTOUR

MINOR CONTOUR

SPOT ELEVATIONS

ASPHALT HATCH

CONCRETE HATCH

DEMOLITION SYMBOLS / LINE TYPES

LINEAR DEMOLITION

TREE DEMOLITION

MISCELLANEOUS STRUCTURE

DEMOLITION

BUILDING/ PAVEMENT

DEMOLITION

DEMO ALL EXISTING AND CONSTRUCT

ALL PROPOSED WITHIN THIS LIMIT LINE

DEMO ALL EXISTING AND CONSTRUCT

ALL PROPOSED WITHIN THIS LIMIT LINE

DEMO ALL EXISTING AND CONSTRUCT

ALL PROPOSED WITHIN THIS LIMIT LINE

PHASE 1

LIMIT OF WORK

PHASE 1

LIMIT OF WORK

PHASE 1

LIMIT OF WORK

PROJECT

LIMIT OF WORK

PROJECT

LIMIT OF WORK

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SCALE: 1" = 40'

40' 80'0'

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CONSTRUCTION PHASING NOTES:

1. PHASE 1 MAY BEGIN AT NTP.

2. PHASE 2 SHALL NOT BEGIN UNTIL NEW ACTIVE VEHICLE BARRIER (AVB)

SYSTEM IS INSTALLED, FULLY FUNCTIONING, AND THE EXISTING ROAD IS

BLOCKED FROM THROUGH TRAFFIC.

3. SEE SPECIFICATION 01 14 00 FOR SITE SECURITY REQUIREMENTS.

4. ONLY ONE ACCESS POINT ALLOWED TO THE SITE PER PHASE.

5. ROAD CLOSURES AND TRAFFIC CONTROL PLAN REQUIRED PER PHASE.

CONTRACTOR MUST COORDINATE WITH SEYMOUR JOHNSON AFB FOR ALL

TRAFFIC CONTROL PHASING, BARRIER REMOVAL, ANY UTILITY AND GRADING

WORK, ETC.

ROAD CLOSURES AND REQUIREMENTS BY PHASING:

KEYNOTES:

A. NO WORK TO BE DONE IN THIS AREA UNTIL PHASE 2. ELECTRIC AND

COMMUNICATIONS LINES TO REMAIN INTACT UNTIL REMOVAL OF EXISTING

ACTIVE VEHICLE BARRIER (AVB) SYSTEM IN PHASE 2. PASSIVE BARRIER TO

REMAIN UNTIL PHASE 2.

B. COORDINATE REMOVAL OF SIGN AND ASSOCIATED APPURTENANCES WITH

BASE AS NECESSARY. SEE SITE DRAWINGS AND DETAILS FOR NEW

LOCATION.

C. PLACE TEMPORARY JERSEY BARRIERS TO BLOCK OFF WORK ZONE WITHIN

PARKING LOT AREA. RELOCATE AS NEEDED TO COMPLETE PHASE 1 WORK.

D. REMOVE PORTION OF EXISTING CURB & GUTTER NECESSARY TO PLACE NEW

AVB SYSTEM AND ASSOCIATED APPURTENANCES.

CONTRACTOR IS REQUIRED TO SUBMIT A WORKPLAN TO THE COR FOR

APPROVAL BY BCE, SHOWING TIMING AND TRAFFIC CONTROL OPERATIONS FOR

ANY ROAD/ LANE CLOSURE OR TEMPORARY LANE SHIFTS.

CONTRACTOR MUST ENSURE EMERGENCY VEHICLE ACCESS TO SCRIVEN ROAD

FROM EXISTING ENTRY CONTROL POINT ON WRIGHT BROTHERS AVE. IS

PROVIDED AT ALL TIMES.

PHASE 1: COMPLETE ALL CONSTRUCTION AND DEMOLITION OUTSIDE OF THE

EXISTING ENTRY CONTROL POINT WHILE MAINTAINING FULL ACCESS AND USE OF

THE EXISTING ROADWAY AND ACTIVE BARRIER SYSTEM.

PROJECT

LIMIT OF WORK

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A-1

A-1

DEMO ALL EXISTING WITHIN

THIS LIMIT LINE. WILL REQUIRE

COORDINATION WITH POST,

AND A TRAFFIC CONTROL PLAN

DEMO ALL EXISTING WITHIN

THIS LIMIT LINE. WILL REQUIRE

COORDINATION WITH POST,

AND TRAFFIC CONTROL PLAN

DEMO ALL EXISTING WITHIN

THIS LIMIT LINE. WILL REQUIRE

COORDINATION WITH POST,

AND TRAFFIC CONTROL PLAN

PROJECT

LIMIT OF WORK

PHASE 2

LIMIT OF WORK

PHASE 2

LIMIT OF WORK

PROJECT

LIMIT OF WORK

PHASE 2

LIMIT OF WORK

TIE INTO EXISTING PAVING.

WILL REQUIRE COORDINATION WITH

POST, AND TRAFFIC CONTROL PLAN

PHASE 2

LIMIT OF WORK

SCALE: 1" = 40'

40' 80'0'

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CONSTRUCTION PHASING NOTES:

1. PHASE 1 MAY BEGIN AT NTP.

2. PHASE 2 SHALL NOT BEGIN UNTIL NEW ACTIVE VEHICLE BARRIER (AVB)

SYSTEM IS INSTALLED, FULLY FUNCTIONING, AND THE EXISTING ROAD IS

BLOCKED FROM THROUGH TRAFFIC.

3. SEE SPECIFICATION 01 14 00 FOR SITE SECURITY REQUIREMENTS.

4. ONLY ONE ACCESS POINT ALLOWED TO THE SITE PER PHASE.

5. ROAD CLOSURES AND TRAFFIC CONTROL PLAN REQUIRED PER PHASE.

CONTRACTOR MUST COORDINATE WITH SEYMOUR JOHNSON AFB FOR ALL

TRAFFIC CONTROL PHASING, AND BARRIER REMOVAL.

ROAD CLOSURES AND REQUIREMENTS BY PHASING:

KEYNOTES:

A-1 WHEN THE NEW ACTIVE VEHICLE BARRIER (AVB) SYSTEM HAS BEEN VERIFIED

AS FUNCTIONAL, AND BASE APPROVES DISCONNECTING THE EXISTING AVB

SYSTEM, CONNECTIONS CAN BE MADE TO THE EXISTING ROADWAYS AS

SHOWN AND INBOUND TRAFFIC CAN BE DIVERTED THROUGH THE NEW

ROADWAY. OUTBOUND TRAFFIC WILL BE DIVERTED TO THE EXISTING

INBOUND ROAD TO ALLOW FOR REMOVAL OF THE EXISTING OUTBOUND AVB

SYSTEM.

UTILIZE TEMPORARY INTERLOCKING BARRIERS FOR TRAFFIC DIVERSION AS

NEEDED.

CONTRACTOR TO SUBMIT A WORKPLAN TO THE COR FOR APPROVAL BY DPW,

SHOWING TIMING AND TRAFFIC CONTROL OPERATIONS FOR ANY ROAD/ LANE

CLOSURE OR LANE SHIFTS.

CONTRACTOR MUST ENSURE EMERGENCY VEHICLE ACCESS TO SCRIVEN ROAD

FROM EXISTING ENTRY CONTROL POINT ON WRIGHT BROTHERS AVE. IS

PROVIDED AT ALL TIMES.

PHASE 2: ONCE NEW ACTIVE BARRIER SYSTEM IS IN PLACE, AND HAS BEEN

VERIFIED AS FUNCTIONAL, REMOVAL OF THE EXISTING ACTIVE BARRIER SYSTEM

CAN BEGIN. THIS WILL ALSO NEED TO BE PHASED TO MAINTAIN CONTINUOUS

TRAFFIC THROUGH THE EXISTING ENTRY CONTROL POINT. CONTRACTOR WILL

PROVIDE A TRAFFIC CONTROL PLAN FOR EACH PHASING.

PROJECT

LIMIT OF WORK

X

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A-1

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A-1

DEMO ALL EXISTING WITHIN

THIS LIMIT LINE. WILL REQUIRE

COORDINATION WITH POST,

AND A TRAFFIC CONTROL PLAN

DEMO ALL EXISTING WITHIN

THIS LIMIT LINE. WILL REQUIRE

COORDINATION WITH POST,

AND TRAFFIC CONTROL PLAN

DEMO ALL EXISTING WITHIN

THIS LIMIT LINE. WILL REQUIRE

COORDINATION WITH POST,

AND TRAFFIC CONTROL PLAN

PROJECT

LIMIT OF WORK

PHASE 2

LIMIT OF WORK

PHASE 2

LIMIT OF WORK

PROJECT

LIMIT OF WORK

PHASE 2

LIMIT OF WORK

TIE INTO EXISTING PAVING.

WILL REQUIRE COORDINATION WITH

POST, AND TRAFFIC CONTROL PLAN

DEMO ALL EXISTING WITHIN

THIS LIMIT LINE. WILL REQUIRE

COORDINATION WITH POST,

AND A TRAFFIC CONTROL PLAN

DEMO ALL EXISTING WITHIN

THIS LIMIT LINE. WILL REQUIRE

COORDINATION WITH POST,

AND TRAFFIC CONTROL PLAN

DEMO ALL EXISTING WITHIN

THIS LIMIT LINE. WILL REQUIRE

COORDINATION WITH POST,

AND TRAFFIC CONTROL PLAN

PROJECT

LIMIT OF WORK

PHASE 2

LIMIT OF WORK

PHASE 2

LIMIT OF WORK

PROJECT

LIMIT OF WORK

PHASE 2

LIMIT OF WORK

TIE INTO EXISTING PAVING.

WILL REQUIRE COORDINATION WITH

POST, AND TRAFFIC CONTROL PLAN

X X

X X

X

X

X

X

X

X

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PHASE 2

LIMIT OF WORK

PHASE 2

LIMIT OF WORK

SCALE: 1" = 40'

40' 80'0'

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CONSTRUCTION PHASING NOTES:

1. PHASE 1 MAY BEGIN AT NTP.

2. PHASE 2 SHALL NOT BEGIN UNTIL NEW ACTIVE VEHICLE (AVB) BARRIER IS

INSTALLED, FULLY FUNCTIONING, AND THE EXISTING ROAD IS BLOCKED

FROM THROUGH TRAFFIC.

3. SEE SPECIFICATION 01 14 00 FOR SITE SECURITY REQUIREMENTS.

4. ONLY ONE ACCESS POINT ALLOWED TO THE SITE PER PHASE.

5. ROAD CLOSURES AND TRAFFIC CONTROL PLAN REQUIRED PER PHASE.

CONTRACTOR MUST COORDINATE WITH SEYMOUR JOHNSON AFB FOR ALL

TRAFFIC CONTROL PHASING, AND BARRIER REMOVAL.

ROAD CLOSURES AND REQUIREMENTS BY PHASING:

KEYNOTES:

A-2 TRANSITION TEMPORARY BARRIERS TO ALLOW OUTBOUND TRAFFIC TO

EXIT THROUGH EXISTING OUTBOUND LANE AFTER ACTIVE BARRIER

SYSTEM IS REMOVED, AND ROADWAY IS REPLACED. REMOVAL OF THE

EXISTING INBOUND ACTIVE BARRIER SYSTEM CAN BEGIN. INSTALL FIRST

PORTION OF PASSIVE BARRIER SYSTEM ACROSS PREVIOUS EXISTING

INBOUND LANE AREA.

TRANSITION TEMPORARY BARRIERS TO BLOCK TRAFFIC FROM ENTERING

THE EXISTING PORTION OF SCRIVEN ROAD, AFTER THE NEW CONNECTION

IS MADE.

CONTRACTOR TO SUBMIT A WORKPLAN TO THE COR FOR APPROVAL BY DPW,

SHOWING TIMING AND TRAFFIC CONTROL OPERATIONS FOR ANY ROAD/ LANE

CLOSURE OR LANE SHIFTS.

CONTRACTOR MUST ENSURE EMERGENCY VEHICLE ACCESS TO SCRIVEN ROAD

FROM EXISTING ENTRY CONTROL POINT ON WRIGHT BROTHERS AVE. IS

PROVIDED AT ALL TIMES.

PHASE 2: ONCE NEW ACTIVE VEHICLE BARRIER (AVB) SYSTEM IS IN PLACE, AND

HAS BEEN VERIFIED AS FUNCTIONAL, REMOVAL OF THE EXISTING AVB SYSTEM

CAN BEGIN. THIS WILL ALSO NEED TO BE PHASED TO MAINTAIN CONTINUOUS

TRAFFIC THROUGH THE EXISTING ENTRY CONTROL POINT. CONTRACTOR WILL

PROVIDE A TRAFFIC CONTROL PLAN FOR EACH PHASING.

A-1 AFTER THE NEW ACTIVE VEHICLE BARRIER (AVB) SYSTEM HAS BEEN

VERIFIED AS FUNCTIONAL, CONNECTIONS WILL BE MADE TO THE EXISTING

ROADWAYS AS SHOWN, AND INBOUND TRAFFIC CAN BE DIVERTED

THROUGH THE NEW ROADWAY. OUTBOUND TRAFFIC WILL BE DIVERTED TO

THE EXISTING INBOUND ROAD TO ALLOW FOR REMOVAL OF THE EXISTING

OUTBOUND ACTIVE BARRIER SYSTEM.

UTILIZE TEMPORARY INTERLOCKING BARRIERS FOR TRAFFIC DIVERSION

AS NEEDED.

DEMO ALL EXISTING

WITHIN THIS LIMIT LINE

PHASE 3

LIMIT OF WORK

PROJECT

LIMIT OF WORK

PROJECT

LIMIT OF WORK

A

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SCALE: 1" = 40'

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CONSTRUCTION PHASING NOTES:

1. PHASE 1 MAY BEGIN AT NTP.

2. PHASE 2 SHALL NOT BEGIN UNTIL NEW ACTIVE VEHICLE BARRIER (AVB) IS

INSTALLED, FULLY FUNCTIONING, AND THE EXISTING ROAD IS BLOCKED

FROM THROUGH TRAFFIC.

3. SEE SPECIFICATION 01 14 00 FOR SITE SECURITY REQUIREMENTS.

4. ONLY ONE ACCESS POINT ALLOWED TO THE SITE PER PHASE.

5. ROAD CLOSURES AND TRAFFIC CONTROL PLAN REQUIRED PER PHASE.

CONTRACTOR MUST COORDINATE WITH SEYMOUR JOHNSON AFB FOR ALL

TRAFFIC CONTROL PHASING, AND BARRIER REMOVAL.

ROAD CLOSURES AND REQUIREMENTS BY PHASING:

KEYNOTES:

A. KEEP TEMPORARY BARRIERS IN PLACE UNTIL REMOVAL OF EXISTING

SCRIVEN ROAD IS COMPLETE.

B. COORDINATE INSTALLATION AND PLACEMENT OF HOUSING SIGN WITH

POST PRIOR TO INSTALL.

CONTRACTOR TO SUBMIT A WORKPLAN TO THE COR FOR APPROVAL BY DPW,

SHOWING TIMING AND TRAFFIC CONTROL OPERATIONS FOR ANY ROAD/ LANE

CLOSURE OR LANE SHIFTS.

CONTRACTOR MUST ENSURE EMERGENCY VEHICLE ACCESS TO SCRIVEN ROAD

FROM EXISTING ENTRY CONTROL POINT ON WRIGHT BROTHERS AVE. IS

PROVIDED AT ALL TIMES.

PHASE 3: AFTER ALL NEW CONSTRUCTION IS COMPLETE AND CONNECTIONS

ARE MADE TO EXISTING AS NECESSARY, TRANSITION TRAFFIC TO THE NEW

ROADWAY. MOVE/ LEAVE TEMPORARY BARRICADES ON THE EXISTING PORTION

OF SCRIVEN ROAD WHILE DEMO OF EXISTING TAKES PLACE. REMOVE

BARRICADES AS NECESSARY TO DEMO REMAINING EXISTING ROADWAY.

N

SCALE: 1" = 80'

80' 160'0'

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NOTES:

1. FIELD SURVEYS PERFORMED BY:

JOYNER KEENY, PLLC

NC Firm License # P-0551

1051 NORTH WINSTEAD AVENUE

PO BOX 7533

ROCKY MOUNT, NORTH CAROLINA 27804

252-977-3124 (OFFICE)

252-985-6026 (FAX)

2. HORIZONTAL CONTROL: THE HORIZONTAL POSITIONS FOR THIS PROJECT ARE BASED UPON

THE NORTH CAROLINA GRID COORDINATE SYSTEM (NAD83/2011) HOLDING THE EXISTING NGS

MONUMENT "SJ AFB 1"(PID AI9636) WITH PUBLISHED COORDINATES OF NORTH = 589,268.42, EAST = 2,310,492.92 IN U.S. SURVEY FEET. COORDINATES SHOWN ARE "LOCALIZED" COORDINATES

HOLDING THE PUBLISHED COORDINATES OF THIS MONUMENT AND USING THE AVERAGE

COMBINED FACTOR OF 1.000124966 (GRID TO GROUND). EQUIPMENT USED FOR THE HORIZONTAL

TRAVERSE WAS A TRIMBLE S5 ROBOTIC TOTAL STATION WITH TRIMBLE TSC3 DATA COLLECTOR

USING TRIMBLE ACCESS SOFTWARE. A CLOSED LOOP TRAVERSE WAS RUN AND ADJUSTED

USING LEAST SQUARE ADJUSTMENT. (CLOSURE ERROR = 1:30,000)

3. VERTICAL CONTROL: ALL ELEVATIONS ARE BASED THE NORTH AMERICAN VERTICAL DATUM

OF 1988 (NAVD88) FROM NGS SURVEY MONUMENT "SJAFB 1" (PID AI9636) WITH PUBLISHED

ELEVATION OF 104.16 FEET. ALL ELEVATIONS WERE OBTAINED BY DIFFERENTIAL LEVELINGS

PROCEDURES USING "JENA NI 020A" LEVEL WITH STANDARD LEVEL ROD. CLOSED LEVEL RUNS

WERE PERFORMED THROUGH ALL CONTROL POINTS, WHICH MEET THIRD (3RD) ORDER STANDARDS.

4. NEW CONTROL MONUMENTS:

TWO (2) NEW CONTROL MONUMENTS WERE ESTABLISHED DURING THIS SURVEY. EACH NEW

MONUMENT IS AN ALUMINUM DISK ATTACHED TO A 5/8" DIAMETER REBAR DRIVEN

INTO THE GROUND SURROUNDED BY POURED-IN PLACE "QUIKRETE" CONCRETE MIX. THE

MONUMENT NAMES ARE "B-GATE1", "B-GATE2".

5. THE LOCATION OF UNDERGROUND UTILITIES IS BASED UPON THE FIELD SURVEYS OF ABOVE-

GROUND FEATURES AND PAINT MARKS ESTABLISHED BY JOYNER KEENY AND OTHERS. JOYNER

KEENY WAS TASKED WITH PERFORMING A S.U.E. QUALITY LEVEL "B" AND QUALITY LEVEL "C"

DESIGNATION OF THE EXISTING UTILITIES WITHIN THE SURVEY LIMITS. WE DO NOT

GUARANTEE THAT ALL UNDERGROUND STRUCTURES SUCH AS UTILITIES, TANKS, PIPES, ETC.

ARE LOCATED HEREON, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES

NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED.

NO EXCAVATIONS WERE MADE DURING THIS SURVEY TO EXPOSE ANY BURIED UTILITIES OR

STRUCTURES. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS AND ARE

BASED ON ABOVE-GROUND FEATURES, PHYSICAL EVIDENCE, PAINT MARKINGS, AND UTILITY

PLANS (PROVIDED BY THE CLIENT).

THE DEFINITION OF QUALITY LEVEL B (QL-B) INVOLVES THE APPLICATION OF APPROPRIATE

SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND HORIZONTAL POSITION

OF THE UTILITIES. THIS ACTIVITY IS CALLED "DESIGNATING". PAINT MARKS ARE PAINTED

ON THE GROUND OR PIN FLAGS ARE INSTALLED OVER THE BURIED UTILITY. THE APPROXIMATE

ACCURACY OF THE PAINT MARKS OR PIN FLAGS IS +/- 2 FEET LEFT OR RIGHT OF THE

UTILITY MARKED.

THE DEFINITION OF QUALITY LEVEL C (QL-C) INVOLVES THE SURVEYING AND MAPPING THE

EXISTING UTILITIES BY ABOVE-GROUND FEATURES, EXISTING RECORDS, ORAL RECOLLECTIONS, AND PROFESSIONAL JUDGMENT. THE APPROXIMATE ACCURACY OF QL-C IS UNKNOWN AND IS

CONSIDERED TO BE A GENERAL LOCATION ONLY.

6. LOCATION OF UNDERGROUND UTILITIES SHOULD BE FIELD VERIFIED BY CONTACTING THE

NC ONE CALL CENTER AT 811 AND THE CLIENT'S ON-SITE PERSONNEL.

7. THE EXISTING UTILITY COMPANIES ARE:

* ELECTRIC: SEYMOUR JOHNSON AIR FORCE BASE / DUKE ENERGY

* FIBER OPTIC: SEYMOUR JOHNSON AIR FORCE BASE

* TELEPHONE: CENTURY-LINK

* SANITARY SEWER: SEYMOUR JOHNSON AIR FORCE BASE

* WATER: SEYMOUR JOHNSON AIR FORCE BASE / CITY OF GOLDSBORO

* CABLE TELEVISION: TIME WARNER / CHARTER COMMUNICATIONS

8. NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR AS TO THE FOLLOWING:

A. UNDERGROUND STORAGE FACILITIES;

B. WETLANDS;

C. GRAVES, CEMETERIES, OR BURIAL GROUNDS;

D. HAZARDOUS WASTE;

E. UNEXPLODED ORDINANCES.

9. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET.

10. NO BOUNDARY SURVEY NOR COURTHOUSE RECORDS RESEARCH WAS PERFORMED DURING THIS SURVEY.

11. DATE OF FIELD SURVEY: 25NOV2019 THRU 04DEC019, 18DEC2019

12. FIELD BOOK # 664 & # 767

13. ONE (1) FOOT CONTOUR INTERVAL

14. JOYNER KEENY PROJECT # 190156A

15. JOYNER KEENY FILE NAME: USACE-Savannah_SJ AFB_Berkeley Entrance Topo_20191219.dwg

16. USACE-SAVANNAH DISTRICT CONTRACT #W912HN-19-D-2004, DELIVERY ORDER #W912HN20F2008

17. CLIENT AUTHORIZING WORK: U.S. ARMY CORPS OF ENGINEERS

SAVANNAH DISTRICT

ATTN.: EN-DD/JAMES McTIERNAN

100 WEST OGLETHORPE AVENUE

SAVANNAH, GA 31401

910-396-4870

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E E

R S

C A

T E

G O

D

E

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

-W H

N B

M A

R C

H

S A

V A

N N

A H

G

A

W

O

G L E

T H

O R

E

S A

V A

N N

S

T R

I C

T

V O

L U

S

I T

E

F Y

P

N

V

K A

G

B E

R K

E L E

Y

G

A T

E

E

N T

N

T R

O L

P

O I N

T

S E

Y M

O U

R

J O

H N

S O

N

A

R

S

E

N

O R

R

O L I N

A

READY TO ADVERTISE (RTA)

S

B

A R

B I N

A

K6ENDJRO 2/25/2021 12:12:21 PM P:\CIVIL3D PROJECTS\SEY0144\CIVIL\CAD\PLAN SHEETS\PNVKAG1073433-VF101-VF104.DWG

KEY PLAN

B C

A

M A

T C

H L I N

MATCHLINE: VF102

VF104

E X

I S

T I N

G

C

O N

D I T

I O

R E

A

O

K

O L A

S I N

S

O

LOCATIONS ON THE DATES THE EXPLORATIONS WERE PERFORMED.

DIFFER FROM THE CONDITIONS ENCOUNTERED AT THE EXPLORATION

IN THE FUTURE, AND AT OTHER LOCATIONS ON THE SITE, MAY

SEASONAL AND CLIMATIC VARIATIONS. GROUNDWATER CONDITIONS

ENCOUNTERED. GROUNDWATER LEVELS WILL FLUCTUATE WITH

DOES NOT NECESSARILY MEAN THAT GROUNDWATER WILL NOT BE

GROUNDWATER DATA IMPLIES THAT NO DATA IS AVAILABLE, BUT

GROUNDWATER ENCOUNTERED ON THE DATES SHOWN. ABSENCE OF

GROUNDWATER DEPTHS SHOWN ON THE LOGS REPRESENT 4.

CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES.

UNIFIED SOIL CLASSIFICATION SYSTEM, ASTM D 2487,

SOILS WERE VISUALLY CLASSIFIED IN ACCORDANCE WITH THE 3.

EXPLORATION LOGS ARE LOCATED ON PLATES B-301 AND B-302. 2.

EXPLORATION LOCATIONS ARE SHOWN ON PLATE B-101. 1.

NOTES:

IL

C

L A

S S

IF

IC

A T

IO

N C

H A

R T A

N D N

O T

E S

B-001

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

P

B A

Z E

M O

R E

L S

C H

U M

A N

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

-3

-0 x x B .d g n

W

E S

T O

G L E

T H

O R

P E A

V E

N U

E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S A

V A

N N

A H

G E

O R

G

IA

D E

S C

R

IP

T

IO

N

S A

V A

N N

A H D

IS

T R

IC

T

S E

Y M

O U

R J

O H

N S

O N A

IR

F

O R

C E B

A S

E

N O

R T

H C

A R

O L

IN

A

B E

R K

E L E

Y G

A T

E E

N T

R Y C

O N

T R

O L P

O

IN

T

F Y P

N V

K A

G

V O

L U

M E S

IT

B A

Z E

M O

R E

S

B A

R B

IN

A

M A

R C

H

READY TO ADVERTISE (RTA)

W

H N -2

-B -3 k6enxjlh

1-MAR-2021 12:51

IP_PWP:dms27422\xxxB001.dgn

IL

T

E S

T B

O R

IN

G L

O C

A T

IO

N P

L A

N

B-101

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

P

B A

Z E

M O

R E

L S

C H

U M

A N

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

-3 x B .d g n

W

E S

T O

G L E

T H

O R

P E A

V E

N U

E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S A

V A

N N

A H

G E

O R

G

IA

D E

S C

R

IP

T

IO

N

S A

V A

N N

A H D

IS

T R

IC

T

S E

Y M

O U

R J

O H

N S

O N A

IR

F

O R

C E B

A S

E

N O

R T

H C

A R

O L

IN

A

B E

R K

E L E

Y G

A T

E E

N T

R Y C

O N

T R

O L P

O

IN

T

F Y P

N V

K A

G

V O

L U

M E S

B A

Z E

M O

R E

S

B A

R B

IN

A

M A

R C

H

READY TO ADVERTISE (RTA)

W

H N -2

-B -3 k6enxjlh

1-MAR-2021 12:51

IP_PWP:dms27422\xxxB101.dgn

SOIL TEST BORING LOCATION

LEGEND:

N 589,409.27

E 2,310,398.67

N 589,251.33

E 2,310,380.89

N 589,251.01

E 2,310,966.70

N 589,140.10

E 2,310,854.56

N 589,259.96

E 2,310,564.73

B-01

N 589,556.55

E 2,310,434.78

B-02

B-03

B-04

B-05

B-06

GRAPHIC SCALE

40' 40' 80'

B-301

O

IL

T

E S

T B

O R

IN

G L

O G

S

B-101.

ON DRAWING

ARE SHOWN

LOCATIONS

1. EXPLORATION

NOTES:

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

P

B A

Z E

M O

R E

L S

C H

U M

A N

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

-3 x B .d g n

W

E S

T O

G L E

T H

O R

P E A

V E

N U

E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S A

V A

N N

A H

G E

O R

G

IA

D E

S C

R

IP

T

IO

N

S A

V A

N N

A H D

IS

T R

IC

T

S E

Y M

O U

R J

O H

N S

O N A

IR

F

O R

C E B

A S

E

N O

R T

H C

A R

O L

IN

A

B E

R K

E L E

Y G

A T

E E

N T

R Y C

O N

T R

O L P

O

IN

T

F Y P

N V

K A

G

V O

L U

M E S

B A

Z E

M O

R E

S

B A

R B

IN

A

M A

R C

H

READY TO ADVERTISE (RTA)

W

H N -2

-B -3 k6enxjlh

IP_PWP:dms27422\xxxB301.dgn

B-302

O

IL

T

E S

T B

O R

IN

G L

O G

S

THROUGH B-34.

TO DRAWINGS B-23

DATA, REFER

SOILS TEST

LABORATORY

2. FOR

THROUGH D-07.

G-04 AND PLATES D-02

ON DRAWING

ARE SHOWN

LOCATIONS

1. EXPLORATION

NOTES:

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

P

B A

Z E

M O

R E

L S

C H

U M

A N

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

-3 x B .d g n

W

E S

T O

G L E

T H

O R

P E A

V E

N U

E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S A

V A

N N

A H

G E

O R

G

IA

D E

S C

R

IP

T

IO

N

S A

V A

N N

A H D

IS

T R

IC

T

S E

Y M

O U

R J

O H

N S

O N A

IR

F

O R

C E B

A S

E

N O

R T

H C

A R

O L

IN

A

B E

R K

E L E

Y G

A T

E E

N T

R Y C

O N

T R

O L P

O

IN

T

F Y P

N V

K A

G

V O

L U

M E S

B A

Z E

M O

R E

S

B A

R B

IN

A

M A

R C

H

READY TO ADVERTISE (RTA)

W

H N -2

-B -3 k6enxjlh

IP_PWP:dms27422\xxxB302.dgn

N: 589227.45

E: 2310358.11

N: 589173.90

E: 2310706.48

N: 589099.90

E: 2310816.25

N: 589095.66

E: 2310856.60

N: 589269.80

E: 2311108.20

N: 589223.52

E: 2310977.58

N: 589227.04

E: 2310973.66

SCALE: 1" = 80'

80' 160'0'

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

D A

T E

C O

N T

R A

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C A

T E

G O

D

E

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

-W H

N B

M A

R C

H

S A

V A

N N

A H

G

A

W

O

G L E

T H

O R

E

S A

V A

N N

S

T R

I C

T

V O

L U

S

I T

E

F Y

P

N

V

K A

G

B E

R K

E L E

Y

G

A T

E

E

N T

N

T R

O L

P

O I N

T

S E

Y M

O U

R

J O

H N

S O

N

A

R

S

E

N

O R

R

O L I N

A

READY TO ADVERTISE (RTA)

S

B

A R

B I N

A

K6ENDJRO 2/25/2021 10:00:32 AM P:\CIVIL3D PROJECTS\SEY0144\CIVIL\CAD\PLAN SHEETS\PNVKAG1073433-CD101-CD104.DWG

KEY PLAN

A

B C

A

B C

CD101

O V

E R

A L L

D

E M

O L I T

I O

N

P

L

O

K

O L

A S

I N

S K

I

V

O

REMOVE CONC.

FOOTING

REMOVE CURB

AND GUTTER

REMOVE

SPEED HUMP

REMOVE CONC.

FOOTING

LIMITS OF

CONSTRUCTION

MILL 1.5"

EXISTING PAVEMENT

REMOVE CONC.

FOOTING

REMOVE PASSIVE

BARRIER

REMOVE/REPLACE

WITH 15" RCP

APPROX. 72'

REMOVE

TREE (TYP)

REMOVE CONC.

FOOTING

REMOVE CONC.

FOOTING

REMOVE EXIST

2" WATER LINE

APPROX. 350 LF

REMOVE EXIST 2" WATER

LINE TO GUARD BUILDING

APPROX. 22 LF

REMOVE EXIST 2" WATER

LINE MIN 5' PAST TEE, CAP

AND ABANDON IN PLACE

SCALE: 1" = 30'

30' 60'0'

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

D A

T E

C O

N T

R A

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C A

T E

G O

D

E

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

-W H

N B

M A

R C

H

S A

V A

N N

A H

G

A

W

O

G L E

T H

O R

E

S A

V A

N N

S

T R

I C

T

V O

L U

S

I T

E

F Y

P

N

V

K A

G

B E

R K

E L E

Y

G

A T

E

E

N T

N

T R

O L

P

O I N

T

S E

Y M

O U

R

J O

H N

S O

N

A

R

S

E

N

O R

R

O L I N

A

READY TO ADVERTISE (RTA)

S

B

A R

B I N

A

K6ENDJRO 2/25/2021 10:17:48 AM P:\CIVIL3D PROJECTS\SEY0144\CIVIL\CAD\PLAN SHEETS\PNVKAG1073433-CD101-CD104.DWG

MATCHLINE: CD103 MATCHLINE: CD104

KEY PLAN

B C

A

CD102

D E

M O

L I T

I O

N

P

L A

N

A

R E

A

O

K

O L

A S

I N

S K

I

V

O

REMOVE ASPHALT

PAVEMENT

REMOVE ASPHALT

PAVEMENT

REMOVE CONC.

FOOTING

N: 589227.45

E: 2310358.11

N: 589173.90

E: 2310706.48

REMOVE CURB

AND GUTTER

REMOVE CONC.

BORDER

REMOVE

SIDEWALK

REMOVE

PAD

REMOVE

STORM INLET

REMVOVE CONC.

FOOTING

REMOVE

STORM INLET

REMOVE

90 LF 15"

RCP

REMOVE STORM

INLET

REMOVE

24 LF 15" RCP

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

REMOVE CURB

AND GUTTER

REMOVE

CONCRETE ISLAND

REMOVE RECESSED

BARRICADES (5) TOTAL

REMOVE

SIDEWALK

REMOVE SIGN

REMOVE CONC.

SPEED HUMP

REMOVE

TREE (TYP)

REMOVE 52 LF

& 12LF 12" RCP

REMOVE CONC.

BORDER

REMOVE CURB

AND GUTTER

REMOVE CONC.

SPEED HUMP

REMOVE EXIST

2" WATER LINE

APPROX. 350 LF

SCALE: 1" = 30'

30' 60'0'

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

D A

T E

C O

N T

R A

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C A

T E

G O

D

E

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

-W H

N B

M A

R C

H

S A

V A

N N

A H

G

A

W

O

G L E

T H

O R

E

S A

V A

N N

S

T R

I C

T

V O

L U

S

I T

E

F Y

P

N

V

K A

G

B E

R K

E L E

Y

G

A T

E

E

N T

N

T R

O L

P

O I N

T

S E

Y…