1572053_P1394B_dwg 3of14.pdf

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DRAWFORM REVISION: 7 FEBRUARY 2019

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DRAWFORM REVISION: 7 FEBRUARY 2019

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OF

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UNCLASSIFIED

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VIA EMAIL.

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NO SCALE

12826973

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WWW.CLARKNEXSEN.COM

CLARK NEXSEN LICENSE # C-1028

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DRAWFORM REVISION: 7 FEBRUARY 2019

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OF

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AS

SI

FI

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UNCLASSIFIED

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APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR OF

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12826974

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APPROVED

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FOR COMMANDER NAVFAC

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SEAL

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DRAWFORM REVISION: 7 FEBRUARY 2019

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UNCLASSIFIED

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NO SCALE

12826975

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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4525 MAIN STREET

SUITE 1400

VIRGINIA BEACH, VA 23462

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DRAWFORM REVISION: 7 FEBRUARY 2019

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SI

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UNCLASSIFIED

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APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR OF

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VIA EMAIL.

12/2/2020

BB105

LAH RSP TAR/CTA

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12826976

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SEAL

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CLARK NEXSEN LICENSE # C-1028

4525 MAIN STREET

SUITE 1400

VIRGINIA BEACH, VA 23462

1572053

SGL/JPC

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DRAWFORM REVISION: 7 FEBRUARY 2019

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EPROJECT NO.:

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UNCLASSIFIED

UNCLASSIFIED

FAD

APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR OF

INSTALLATION DEVELOPMENT, WITH MCB CAMP LEJEUNE,

VIA EMAIL.

12/2/2020

GENERAL NOTES

BB106

LAH RSP TAR/CTA

NO SCALE

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1. GEOTECHNICAL REPORT SHOWN ON THIS SHEET GEOTECHNICAL REPORT SHOWN ON THIS SHEET CONTAINS SOME RESULTS FOR CONSOLIDATION TEST REPORTS, CBR TEST RESULTS, BORINGS AND WELL READINGS FOR AREAS THAT ARE NOT IN PROJECT LIMITS.

clacross

BUILDING

RR469

FFE = 46.50

20,000 S.F.

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WEST SIDE OF SURCHARGE

EMBANKMENT SHALL BE A WIRE WALL

OR REINFORCED EARTH STRUCTURE

TO PREVENT LOADING UTILITIES

(DELEGATED DESIGN)

54.75

54.75

SEE DETAIL A4 ON SHEET

BB001 FOR SAMPLE NCDOT

TEMPORARY WALL

CONSTRUCTION

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TOP OF SURCHARGE = 54.75

PROPOSED FFE = 46.50'

APPROXIMATE BUILDING LIMITS - SEE PLANS

HINGE POINT = 5' FROM EDGE OF FILL EMBANKMENT

BENCH EXISTING GRADE TO

TIE IN FILL MATERIAL. SEE NCDOT STANDARD

SPECIFICATIONS SECTION 235

FOR EMBANKMENT CONSTRUCTION

STANDARDS AND REQUIREMENTS

EXISTING STORM DRAIN.

DEPTH AND DISTANCE TO

BUILDING VARIES

SEE PLAN NOTE REGARDING

THIS SIDE OF THE EMBANKMENT

SURCHARGE EMBANKMENT

PROPOSED GRADE -

SEE GRADING PLANS

STRUCTURAL FILL PER

GRADING PLANS

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EXISTING GROUND

PROPOSED FFE = 54.75'

TOP OF SURCHARGE = 53.50

APPROXIMATE BUILDING LIMITS - SEE PLANS

SURCHARGE EMBANKMENT

PROPOSED GRADE -

SEE GRADING PLANS

STRUCTURAL FILL PER

GRADING PLANS

5' (TYP.)

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WWW.CLARKNEXSEN.COM

CLARK NEXSEN LICENSE # C-1028

4525 MAIN STREET

SUITE 1400

VIRGINIA BEACH, VA 23462

1572053

SGL/JPC

EJA

D E

P A

R T

M E

T

V

Y

A

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C

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2 3 4 5

1 2 3 4 5

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DRAWFORM REVISION: 7 FEBRUARY 2019

CHK

OF

EPROJECT NO.:

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

UNCLASSIFIED

FAD

APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR OF

INSTALLATION DEVELOPMENT, WITH MCB CAMP LEJEUNE,

VIA EMAIL.

12/2/2020

RR469 SURCHARGE GRADING PLAN

EMBANKMENT SECTION A-A'

EMBANKMENT SECTION B-B'

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BB201

LAH RSP TAR/CTA

AS NOTED

12826978

EROSION CONTROL BLANKETC5

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ASPHALT SURFACE

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PIV

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PIV

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7'CLF W/BW

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WV TON=45.78

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WV TON=45.82

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A/C (TYP.)

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MONITORING WELL

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FFE=49.23

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FFE=49.21

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FFE=49.25

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FFE=49.22

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FFE=49.22

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FFE=49.21

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FFE=49.25

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BOLLARDS

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IRV (2)

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WV TON=45.17

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WV TON=44.73

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7'CLF W/BW (TYP/)

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TOP OF BANK

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DITCH

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MIXED PINES & HARDWOODS

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MIXED PINES & HARDWOODS

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24"CONC.

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FLOW

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ASPHALT SURFACE

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AIR HANDLER M-CU-1

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GENERATOR #SRR 465A

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ETRANS

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FH #10-59-9

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APPROX. LOCATION OF UNDERGROUND STORM STRUCTURE

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AutoCAD SHX Text Spell checked by TWEAVER on 07/10/2018 10:21am

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SP-XX

AutoCAD SHX Text SETTLEMENT GAUGE LOCATION AND DESIGNATION - SEE EMBANKMENT MONITORING DETAIL AND NOTES ON SHEET BB201B

AutoCAD SHX Text SETTLEMENT GAUGE NOTES 1. FURNISH AND INSTALL SETTLEMENT GAUGES AS SHOWN ON THE PLANS FURNISH AND INSTALL SETTLEMENT GAUGES AS SHOWN ON THE PLANS AT THE LOCATIONS INDICATED. 2. PLACE THE BASE ON A LEVEL SURFACE ON THE NATURAL SUBGRADE PLACE THE BASE ON A LEVEL SURFACE ON THE NATURAL SUBGRADE ONCE THE SUBGRADE HAS BEEN PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 3. EXTEND THE METAL PIPE BY ADDING PIPE SECTIONS AT THREADED EXTEND THE METAL PIPE BY ADDING PIPE SECTIONS AT THREADED COUPLINGS AS THE EMBANKMENT IS CONSTRUCTED. THE TOP OF THE EXTENSION SHALL BE NO LESS THAN 1 FOOT ABOVE THE EMBANKMENT SURFACE AND NO HIGHER THAN 6 FEET. 4. EXPOSED LENGTH OF PIPE SHALL BE CONSPICUOUS TO AVOID DAMAGE. EXPOSED LENGTH OF PIPE SHALL BE CONSPICUOUS TO AVOID DAMAGE. DAMAGED PIPE SHALL BE REMOVED AND REPLACED IMMEDIATELY. 5. COMPACT EMBANKMENT MATERIAL AROUND THE GAUGE PIPES TO THE COMPACT EMBANKMENT MATERIAL AROUND THE GAUGE PIPES TO THE SAME DENSITY AS THE SURROUNDING MATERIAL. 6. EACH SEGMENT OF PIPE SHALL BE INSTALLED PLUMB AND MAINTAINED EACH SEGMENT OF PIPE SHALL BE INSTALLED PLUMB AND MAINTAINED AS SUCH, AND THE PIPE LENGTH RECORDED. 7. BASELINE ELEVATIONS OF EACH SETTLEMENT GAUGE SHALL BE BASELINE ELEVATIONS OF EACH SETTLEMENT GAUGE SHALL BE OBTAINED PRIOR TO PLACEMENT OF ANY MATERIAL. 8. ELEVATION READINGS SHALL BE OBTAINED DAILY DURING SURCHARGE ELEVATION READINGS SHALL BE OBTAINED DAILY DURING SURCHARGE MATERIAL PLACEMENT. ONCE THE EMBANKMENT IS COMPLETE, READINGS SHALL BE TAKEN AT A MINIMUM OF TWICE PER WEEK OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. RESULTS SHALL BE RECORDED TO THE NEAREST 0.001 FT. AND REPORTED TO THE GEOTECHNICAL ENGINEER THE SAME DAY AS THE MEASUREMENTS ARE TAKEN. 9. ALL MEASUREMENTS SHALL BE MADE BY A LICENSED SURVEYOR. ALL MEASUREMENTS SHALL BE MADE BY A LICENSED SURVEYOR. SURCHARGE EMBANKMENT NOTES 1. THE UPPER LIMIT OF THE EMBANKMENT SHALL EXTEND TO THE LIMITS THE UPPER LIMIT OF THE EMBANKMENT SHALL EXTEND TO THE LIMITS SHOWN ON THE PLANS BEFORE SLOPING AS INDICATED IN THE SECTION TO MEET EXISTING GRADE. 2. SURCHARGE SOIL SHALL HAVE A MINIMUM IN-PLACE DENSITY OF 115 SURCHARGE SOIL SHALL HAVE A MINIMUM IN-PLACE DENSITY OF 115 POUNDS PER CUBIC FOOT 3. THE EROSION CONTROL SCHEME WILL DEPEND ON THE MATERIAL AND THE EROSION CONTROL SCHEME WILL DEPEND ON THE MATERIAL AND CONTRACTOR'S METHOD FOR ACHIEVING CLARIFIED SURCHARGE RESULTS. THE EROSION CONTROL SCHEME MUST COMPLY WITH NCDEQ'S E&S DESIGN MANUAL AND IS THE RESPONSIBILITY OF THE CONTRACTOR. 4. THE EROSION CONTROL SCHEME MUST ENSURE THE EMBANKMENT THE EROSION CONTROL SCHEME MUST ENSURE THE EMBANKMENT REMAINS STABLE, DRAINS AWAY FROM THE BUILDING, AND DOES NOT ALLOW LOSS OF MATERIAL THAT IMPACTS THE SETTLEMENT PLATES. 5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING, INSTALLING, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING, INSTALLING, MONITORING AND MAINTAINING ALL EROSION CONTROL PRACTICES THROUGHOUT THE SURCHARGE PERIOD. 6. THE LENGTH OF TIME REQUIRED TO ACHIEVE THE DESIRED SETTLEMENT THE LENGTH OF TIME REQUIRED TO ACHIEVE THE DESIRED SETTLEMENT IS AN ESTIMATE ONLY AND MAY BE LONGER OR SHORTER THAN NOTED. 7. THE ANTICIPATED MINIMUM DURATION FOR THE SURCHARGE THE ANTICIPATED MINIMUM DURATION FOR THE SURCHARGE EMBANKMENTS TO BE IN PLACE IS 4 MONTHS. THIS DURATION MAY BE EXTENDED UNTIL THE DESIRED SETTLEMENT HAS BEEN ACHIEVED. 8. THE TIME ASSOCIATED WITH THE SETTLEMENT MONITORING PERIOD THE TIME ASSOCIATED WITH THE SETTLEMENT MONITORING PERIOD SHALL BE REFLECTED IN THE CONTRACTOR'S BID AND SCHEDULE FOR THE CONSTRUCTION OF THE PROJECT.

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AutoCAD SHX Text EROSION CONTROL NOTES: 1. THE SLOPE OF THE EMBANKMENT WILL DEPEND ON THE MATERIAL USED TO THE SLOPE OF THE EMBANKMENT WILL DEPEND ON THE MATERIAL USED TO PROVIDE THE REQUIRED GROUND PRESSURE. FOR MATERIALS THAT ARE NON-ERODIBLE - SUCH AS ROCK, TANKS, BLOCKS, ETC., A MAXIMUM EMBANKMENT SIDE SLOPE OF 1.5H:1V CAN BE USED. FOR SOILS OR AGGREGATE BLENDS THAT INCLUDE FINES, THE MAXIMUM EMBANKMENT SIDE SLOPE IS 2H:1V. EROSION CONTROL MUST BE PROVIDED BASED ON THE FOLLOWING: - WHERE SOILS ARE USED AS THE EMBANKMENT MATERIAL, THE SLOPES MUST BE WHERE SOILS ARE USED AS THE EMBANKMENT MATERIAL, THE SLOPES MUST BE COVERED IN COIR FIBER BLANKETS AS THE EMBANKMENT CONSTRUCTION PROGRESSES. BLANKETS MUST BE IN ACCORDANCE WITH NCDEQ EROSION CONTROL STANDARD 6.17. SEE DETAIL B5 ON THIS SHEET.

clacross