W912HN-20-B-3013_VOL1.pdf

PDF 37 MB Posted Aug 13, 2020

Attached to: PN91397 Field Research Facility Annex
Solicitation number: W912HN20B3013
Issued by: Department of the Army Corps of Engineers Engineering District Savannah

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for the construction of a 4,008 square foot Field Research Facility Annex at Duck, North Carolina. The project includes offices, administrative support areas, team and secure meeting rooms, as well as support shop, restroom, telecommunications, electrical and mechanical spaces. The facility will include building information systems, NIPR and SIPR networks, and fire detection and alarm systems. Responses are due in accordance with FAR Part 14 governing sealed bidding for contracts valued between $1,000,000 and $5,000,000. Bidders must be registered in the System for Award Management and the contracting point of contact is Ms. Tonja Dreke of the Army Corps of Engineers Engineering District Savannah.

View the file

Other files

File	Type	Posted
Bid Opening Log.pdf	PDF	Sep 15, 2020
Bid Opening Chat.pdf	PDF	Sep 15, 2020
C.04 Abstract_W912HN20B3013 Duck NC FRF Annex.pdf	PDF	Sep 15, 2020
W912HN-20-B-3013_VOL2_AMD2.pdf	PDF	Sep 8, 2020
W912HN-20-B-3013_VOL1_AMD2.pdf	PDF	Sep 8, 2020
20B3013vol1.pdf	PDF	Sep 8, 2020
W912HN20B30130002.pdf	PDF	Sep 8, 2020
W912HN20B30130001.pdf	PDF	Sep 2, 2020
20B3013vol2.pdf	PDF	Sep 2, 2020
20B3013vol1.pdf	PDF	Sep 2, 2020
FRF Annex Pre-Bid Site Visit.pdf	PDF	Sep 2, 2020
20B3013vol2.pdf	PDF	Aug 13, 2020
20B3013vol3.pdf	PDF	Aug 13, 2020
20B3013vol1.pdf	PDF	Aug 13, 2020
W912HN-20-B-3013_VOL2.pdf	PDF	Aug 13, 2020

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BARBINA.SEAN.ERIC.1556536194 Digitally signed by BARBINA.SEAN.ERIC.1556536194 Date: 2020.07.23 17:24:34 -04'00'

FUNK.TROY.ALAN.1039429256 Digitally signed by FUNK.TROY.ALAN.1039429256 Date: 2020.07.23 23:58:28 -04'00'

HENDREN.TRACY.LEE.1229932868

2020.07.27 09:04:29 -04'00'

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®of Engineers

US Army Corps k6enxjlh

22-JUL-2020 18:38

C:\Users\k6enxjlh\Desktop\Projects\Bsu0001\04_W912HN-20-B-3013\PDF\Volume 1\PN91397_GI001ix.dgn

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G-001 COVER SHEET

GI001 INDEX OF DRAWINGS

GI002 FIRE CODE COMPLIANCE SITE PLAN

GC101 GENERAL CIVIL - VICINITY AND LOCATION MAPS

GC102 GENERAL CIVIL - CONSTRUCTION LIMITS

GC103 GENERAL CIVIL - GENERAL NOTES

GC104 GENERAL CIVIL - ABBREVIATIONS AND SYMBOLS

VF101 CIVIL SITE SURVEY - OVERALL VIEW

VF102 CIVIL SITE SURVEY - AREA 'A'

VF103 CIVIL SITE SURVEY - AREA 'B'

VF104 CIVIL SITE SURVEY - AREA 'C'

B-001 SOILCLASSIFICATION CHART AND NOTES

B-100 SOIL BORING PLAN

B-300 SOIL TEST BORING LOGS

B-301 SOIL TEST BORING LOGS

B-302 SOIL TEST BORING LOGS

B-303 SOIL TEST BORING LOGS

B-304 SOIL TEST BORING LOGS

B-305 SOIL TEST BORING LOGS

B-306 LABORATORY SOILS TEST DATA

CD101 CIVIL SITE DEMOLITION - OVERALL VIEW

CD102 CIVIL SITE DEMOLITION - AREA 'A'

CD103 CIVIL SITE DEMOLITION - AREA 'B'

CD104 CIVIL SITE DEMOLITION - AREA 'C'

CS101 CIVIL SITE LAYOUT - OVERALL VIEW

CS102 CIVIL SITE LAYOUT - AREA 'A'

CS103 CIVIL SITE LAYOUT - AREA 'B'

CS104 CIVIL SITE LAYOUT - AREA 'C'

CS501 CIVIL SITE LAYOUT - CONCRETE DETAILS

CS502 CIVIL SITE LAYOUT - FENCE DETAILS

CG101 CIVIL SITE GRADING - OVERALL VIEW

CG102 CIVIL SITE GRADING - AREA 'A'

CG103 CIVIL SITE GRADING - AREA 'B'

CG104 CIVIL SITE GRADING - AREA 'C'

CU101 CIVIL SITE UTILITIES - OVERALL VIEW

CU102 CIVIL SITE UTILITIES - AREA 'A'

CU103 CIVIL SITE UTILITIES - AREA 'B'

CU104 CIVIL SITE UTILITIES - AREA 'C'

CU501 CIVIL SITE UTILITIES - DARE COUNTY WATER DETAILS

CU502 CIVIL SITE UTILITIES - SEPTIC TANK DETAILS

CE100 EROSION SEDIMENT, AND POLLUTION CONTROL PROJECT MAPS, SYMBOLS, AND CONTACT INFO.

CE101 EROSION SEDIMENT, AND POLLUTION CONTROL INITIAL PLAN - OVERALL VIEW

CE102 EROSION SEDIMENT, AND POLLUTION CONTROL INITIAL PLAN - AREA 'A'

CE103 EROSION SEDIMENT, AND POLLUTION CONTROL INITIAL PLAN - AREA 'B'

CE104 EROSION SEDIMENT, AND POLLUTION CONTROL INITIAL PLAN - AREA 'C'

CE105 EROSION SEDIMENT, AND POLLUTION CONTROL INTERMEDIATE PLAN - OVERALL VIEW

CE106 EROSION SEDIMENT, AND POLLUTION CONTROL INTERMEDIATE PLAN - AREA 'A'

CE107 EROSION SEDIMENT, AND POLLUTION CONTROL INTERMEDIATE PLAN - AREA 'B'

CE108 EROSION SEDIMENT, AND POLLUTION CONTROL INTERMEDIATE PLAN - AREA 'C'

CE109 EROSION SEDIMENT, AND POLLUTION CONTROL FINAL PLAN - OVERALL VIEW

CE110 EROSION SEDIMENT, AND POLLUTION CONTROL FINAL PLAN - AREA 'A'

CE111 EROSION SEDIMENT, AND POLLUTION CONTROL FINAL PLAN - AREA 'B'

CE112 EROSION SEDIMENT, AND POLLUTION CONTROL FINAL PLAN - AREA 'C'

CE501 EROSION SEDIMENT, AND POLLUTION CONTROL GROUND STABILIZATION & MATERIALS HANDLING

CE502 EROSION SEDIMENT, AND POLLUTION CONTROL SELF INSPECTION, RECORD KEEPING & REPORTING

CE503 EROSION SEDIMENT, AND POLLUTION CONTROL BMP DETAILS

CE504 EROSION SEDIMENT, AND POLLUTION CONTROL SEEDING SCHEDULES - TEMPORARY

CE505 EROSION SEDIMENT, AND POLLUTION CONTROL SEEDING SCHEDULES - PERMANENT

ED101 SITE ELECTRICAL DEMOLITION PLAN, AREA C

ES001 SITE ELECTRICAL LEGEND

ES101 SITE ELECTRICAL PLAN, AREA A

ES102 SITE ELECTRICAL PLAN, AREA C

ES501 ELECTRICAL SITE DETAILS

ES502 SITE ELECTRICAL DETAILS

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NOTES

1.) THIS PLAN COMPLIES WITH UFC 03-600-01 FIRE PROTECTION

ENGINEERING FOR FACILITIES SECTION 1-7.2.4.2. THIS DRAWING IS TO

BE USED AS A REFERENCE ONLY, AND IS NOT PART OF THE

CONSTRUCTION CONTRACT. ALL INFORMATION SHOWN IS CALLED OUT

IN THE DESIGN PLANS WHERE APPLICABLE.

2.) THE NEW BUILDING IS CONTAINED WITHIN THE PROPERTY, AND IS LESS

THAN 5,000 SQ. FT., WITH NO SPRINKLER SYSTEM, OR USES ANY

HAZARDOUS MATERIALS. THE FOLLOWING ITEMS LISTED IN THE

SECTION ARE NOT APPLICABLE TO THIS PROJECT.

* BUILDING PERIMETER USED FOR FRONTAGE INCREASE

* HAZARDOUS MATERIAL SPILL CONTAINMENT TANKS

* FIRE PROTECTION ACCESS WITHIN 33' OF BUILDING

* FIRE DEPARTMENT CONNECTION

* FIRE PUMP ROOM

* WATER STORAGE TANKS

* POST INDICATOR VALVE

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1 FIRE LANE APPROACH

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4 ACCESS CONTROL GATE WITH FD ACCESS KNOX BOX

5 BACK FLOW PREVENTERS

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LOCATION MAP

NOTES:

NOT TO SCALE

TENNESSEE

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SEE SHEET

VF101 FOR

PROJECT AREA

1.) NO CONSTRUCTION DISPOSAL AREAS ARE AVAILABLE ON

THE SITE. ALL CONSTRUCTION DEBRIS SHALL

BE DISPOSED OF OFF THE PROJECT SITE.

2.) ALL BORROW SHALL BE OBTAINED FROM SOURCES OFF

THE PROJECT SITE. NO BORROW AREAS EXIST ON THE

PROJECT SITE.

3.) ALL CONSTRUCTION VEHICLES SHALL ENTER AND EXIT THE

PROJECT SITE THROUGH SCIENTISTS ROAD. SEE SHEET GC102.

4.) THE PROJECT IS LOCATED AT 1261 DUCK ROAD KITTY HAWK IN

DARE COUNTY, NC.

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N: 900954.22

E: 2958331.08

N: 900979.09

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N: 900885.89

E: 2958202.29

N: 900707.99

E: 2958267.61

N: 900815.75

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N: 901073.90

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N: 901077.66

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N: 900783.51

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FIELD RESEARCH FACILITY

1261 DUCK ROAD

KITTY HAWK, NC 27949

N: 901031.65

E: 2958466.22

N: 901056.06

E: 2958457.31

N: 900285.55

E: 2957160.95

N: 900293.28

E: 2957158.87

N: 900290.17

E: 2957147.28

N: 900282.44

E: 2957149.36

N: 900826.14

E: 2958541.61

N: 900778.20

E: 2958559.07

N: 900803.75

E: 2958629.23

N: 900727.92

E: 2958271.95

N: 900711.76

E: 2958277.95

CITY OF DUCK POLICE

AND FIRE DEPARTMENTS

N: 900472.73

E: 2957041.79

N: 900307.23

E: 2957004.48

N: 900465.21

E: 2957050.34

N: 900305.03

E: 2957014.24

N: 900490.19

E: 2957089.60

N: 900499.59

E: 2957086.17

AutoCAD SHX Text

AutoCAD SHX Text 200'

AutoCAD SHX Text

SCALE: 1" = 100'

AutoCAD SHX Text 100'

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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 8

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.) 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).

5.) TEMPORARY STOCKPILE LOCATIONS OF EXCAVATED MATERIALS FROM THE INSTALLATION OF

UTILITIES SHALL BE COORDINATED WITH THE COR.

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

7.) THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF TRAFFIC CONTROL NEAR THE

CONSTRUCTION AREA.

DEMOLITION AND REMOVAL NOTES:

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

GC102 FOR LOCATIONS AND BOUNDARY COORDINATES.

STAGING / LAY DOWN AREAS:

1.) ALL PROPOSED BMP'S SHALL HAVE ACCOMPANYING DRAWINGS, AND ANY OTHER NECESSARY

INFORMATION.

2.) 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.

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

WATER QUALITY BMP STANDARD 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.

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.) 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.

6.) CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND DRAINAGE AND

UTILITIES PRIOR TO CONSTRUCTION.

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

WATER, SEWER, ETC. DURING CONSTRUCTION.

GRADING AND STORM DRAINAGE NOTES:

1.) SEE MECHANICAL / PLUMBING SHEETS FOR LOCATIONS OF DOMESTIC WATER, FIRE WATER, AND

SANITARY SEWER BUILDING CONNECTIONS.

2.) DEMOLITION OF EXISTING AND CONSTRUCTION OF NEW ELECTRICAL, COMMUNICATION, GAS, AND

SITE MECHANICAL IS THE RESPONSIBILITY OF THE CONTRACTOR. SERVICE DISRUPTIONS MUST BE

COORDINATED WITH THE UTILITY PROVIDERS THROUGH THE COR.

3.) DARE COUNTY WATER DEPARTMENT IS THE LOCAL WATER UTILITY PROVIDER. CONTRACTOR IS

RESPONSIBLE TO CONTACT 811 FOR ALL UTILITY WORK DONE FOR THE PROJECT, AND RESPONSIBLE

FOR ANY DAMAGE TO DARE COUNTY UTILITIES. CONTRACTOR IS TO CONTACT SAMMY MIDGETT, AND

WILLIAM NASH AT DARE COUNTY WATER 48 HOURS PRIOR TO THE START OF ANY WATER UTILITY WORK.

ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH DARE COUNTY

UTILITIES DEPARTMENT DESIGN STANDARDS AND DETAILS. DARE COUNTY WATER OWNS AND

MAINTAINS ALL WATER LINE FACILITIES UP TO AND INCLUDING THE WATER METER FOR DOMESTIC

WATER, AND UP TO, BUT NOT INCLUDING THE BACK FLOW PREVETER FOR THE FIRE WATER LINE.

4.) ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW AND APPROVAL OF AN AMENDED PLAN

AND/OR PROFILE BY THE DARE COUNTY UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.

CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER AND SEWER SERVICE TO EXISTING RESIDENCES

AND BUSINESSES THROUGHOUT CONSTRUCTION OF THE PROJECT. ANY NECESSARY SERVICE

INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO DARE COUNTY UTILITIES

DEPARTMENT.

UTILITY NOTES:

CONSTRUCTION:

1.) RESIDENT ENGINEER: US ARMY CORPS OF ENGINEERS STEVE BLANCHARD (919) 722-5869

LOCAL AUTHORITIES:

2.) FIRE DEPARTMENT: TOWN OF DUCK FIRE - STATION #11 (252) 261-3929

3.) POLICE DEPARTMENT: TOWN OF DUCK POLICE (252) 261-1112

UTILITY PROVIDERS:

1.) ELECTRIC: DOMINION ENERGY DEAN COMBS (252) 375-0520

2.) SEPTIC SYSTEM DARE COUNTY DEPARTMENT OF JOSH COLTRAIN (252) 475-5080

HEALTH AND HUMAN SERVICES

3.) WATER: DARE COUNTY WATER PATRICK IRIWN (252) 475-5603

BEULAH ASHBY (252) 475-5601

SAMMY MIDGETT (252) 475-9293

WILLIAM NASH (2520 475-5606

POINTS OF CONTACT:

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BOLLARD

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COMMUNICATION WITNESS POST

DROP INLET

ELECTRIC PULL BOX

ELECTRIC TRANSFORMER

FIRE HYDRANTS

GAS VALVE

GUY WIRE

LIGHT POLES

MANHOLE - COMMUNICATIONS

MANHOLE - ELECTRIC

MANHOLE - SEWER

MANHOLE - STORM DRAIN

POWER POLE

SEWER CLEANOUT

SIGN

SURVEY CONTROL POINT

TELEPHONE PEDESTAL

WATER METER

WATER VALVES

T T

CONCRETE CURBS / WALKWAYS

123 123

PROPOSED WORK SYMBOLS

W W

EXISTING FACILITY SYMBOLS LINE TYPE SYMBOLS

WATER VALVE

H/C HANDICAP

LOC LIMITS OF CONSTRUCTION

LOD LIMITS OF DISTURBANCE

LP LOW POINT

MP MULTI-PURPOSE POND

NIC NOT IN CONTRACT

NTP NOTICE TO PROCEED

PI POINT OF INTERSECTION

POB POINT OF BEGINNING

POC POINT ON CURVE

POE POINT OF ENDING

PVMT PAVEMENT

RCP REINFORCED CONCRETE PIPE

RR RAILROAD

SDMH STORM DRAIN MANHOLE

SSCO SANITARY SEWER CLEANOUT

SSMH SANITARY SEWER MANHOLE

SS SANITARY SEWER

STD STANDARD

STR STORM STRUCTURE

TC TOP OF CONCRETE

TP TOP OF PAVEMENT

TS TOP OF STAIRS

TW TOP OF WALK / WALL

XSECT CROSS SECTION

ATFP ANTI TERRORISM FORCE PROTECTION

BC BEGINNING OF CURVE

BIO BIO RETENTION AREA

BM BENCHMARK

BMP BEST MANAGEMENT PRACTICE

BOC BACK OF CURB

BRK LN STORM WATER BREAK LINE

BRK PT STORM WATER BREAK POINT

BS BOTTOM OF STAIRS

BTM BOTTOM

CGS CURB, GUTTER, SIDEWALK

CMP CORRUGATED METAL PIPE

COR CONTRACTING OFFICER'S REPRESENTATIVE

CP CONTROL POINT

CR CROWN

DBH DIAMETER AT BREAST HEIGHT

DFAC DINING FACILITY

DPW DIRECTORATE OF PUBLIC WORKS

EC END OF CURVE

ECB EROSION CONTROL BLANKET

ELEV ELEVATION

EP EDGE OF PAVEMENT

FF FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT ASSEMBLY

FL FLOW LINE

FP FINISHED PAD

ATFP S/O

CONSTRUCTION LIMITS

CONTOUR LINE

DIRT TRAIL

DRAINAGE SWALE

ELECTRICAL CONDUIT

FENCE - EXISTING

FENCE - PROPOSED

FIRE WATER

GRAVEL ROAD

SANITARY SEWER PIPE

STORM DRAIN PIPE

TELEPHONE CONDUIT

TREES OR BUSHES

WATER PIPE

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FW FW

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GRAVEL SHOULDER

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1.) FIELD SURVEY PERFORMED BY: JOYNER KEENY, PLLC N.C. FIRM LIC. # P-0551 1051

NORTH WINSTEAD AVENUE P.O. BOX 7533 ROCKY MOUNT, NC 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 STAMPED "C 255 1981" (PID FW0693) WITH PUBLISHED

COORDINATES OF NORTH = 900,856.11, EAST = 2,958,600.06 IN U.S. SURVEY FEET.

COORDINATES SHOWN ARE "LOCALIZED" COORDINATES HOLDING THE PUBLISHED

COORDINATES OF THIS MONUMENT AND USING THE AVERAGE COMBINED FACTOR OF

1.00000962 (GROUND TO GRID). EQUIPMENT USED FOR THE HORIZONTAL TRAVERSE WAS

A TRIMBLE S9HP ROBOTIC TOTAL STATION WITH TRIMBLE TSC3 DATA COLLECTOR USING

TRIMBLE ACCESS SOFTWARE.

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

DATUM OF 1988 (NAVD88) FROM NGS SURVEY MONUMENT STAMPED "C 255 1981"

(PID FW0693) WITH PUBLISHED ELEVATION OF 16.893 FEET. ALL ELEVATIONS WERE

OBTAINED USING THE TRIGONOMETRIC LEVELING PROCEDURES WITH THE TRIMBLE

S9HP ROBOTIC TOTAL STATION.

4.) 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 FT. LT. OR RT. 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.

5.) LOCATION OF UNDERGROUND UTILITIES SHOULD BE FIELD VERIFIED BY CONTACTING

THE NC ONE CALL CENTER AT 1-800-632-4949 AND THE CLIENT'S ON-SITE PERSONNEL.

6.) THE EXISTING UTILITY COMPANIES ARE:

CABLE TV: TIME WARNER CABLE-CHARTER AT (855) 272-2862

ELECTRIC: DOMINION NORTH CAROLINA POWER AT (866) 366-4357

FIBER OPTIC: CENTURYLINK AT (630) 461-6231

NATURAL GAS: NONE

TELEPHONE: CENTURYLINK AT (630) 461-6231

SANITARY SEWER: CLIENT OWNED SEPTIC TANK SYSTEMS

WATER: DARE COUNTY WATER AT (252) 256-0865

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

A. UNDERGROUND STORAGE FACILITIES; B. WETLANDS; GRAVES, CEMETERIES, OR

BURIAL GROUNDS; D. HAZARDOUS WASTE; E. UNEXPLODED ORDINANCES.

8.) THIS PROPERTY IS SHOWN ON FEMA, NORTH CAROLINA FLOOD INSURANCE RATE MAP

PANEL #9950, MAP NUMBER 3720995000J, MAP REVISED 9/20/2006 AND IS LOCATED IN THE

FOLLOWING ZONES: ZONE X = NC 12, ENTRANCE ROAD AREA, VISITOR PARKING LOT

AREAS ZONE AE (EL 9) = EQUIPMENT STORAGE AREA ZONE AE (EL 12) = BUILDING

COMPOUND AND PIER AREA (FOR MORE SPECIFIC DETAILS, SEE THE FEMA MAP)

9.) ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES NOT GRID DISTANCES IN U.S.

SURVEY FEET.

10.) NO BOUNDARY SURVEY NOR COURTHOUSE RECORDS RESEARCH WAS PERFORMED

DURING THIS SURVEY.

11.) DATE OF FIELD SURVEY: 19 AUG 2019 THROUGH 29 AUG 2019 FIELD BOOK # 739, ONE (1)

FOOT CONTOUR INTERVAL, JOYNER KEENY PROJECT # 190095A. JOYNER KEENY FILE

NAME: 190095A_USACE -SAVANNAH_DUCK FIELD RESEARCH FACILITY_TOPO_DWG

_190913.DWG. USACE SAVANNAH DISTRICT CONTRACT #W912HN-19-D-2004, DELIVERY

ORDER #W912HN-19-F-2017.

12.) CLIENT AUTHORIZING WORK: U.S. ARMY CORPS OF ENGINEERS SAVANNAH DISTRICT, 100

WEST OGLETHORPE AVE. SAVANNAH, GA. 31401 ATTN.: HELANE CHURCH, PROJECT

MANAGER (910) 396-4870

13.) I, STEPHEN R. WOLFE, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY

DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL FIELD SURVEY MADE UNDER MY

SUPERVISION; THAT THE FIELD SURVEY WAS COMPLETED ON 29 AUG 2019; THAT THE

HORIZONTAL AND VERTICAL CONTROL VALUES WERE DERIVED BY CONVENTIONAL

SURVEYING METHODS USING A TRIMBLE S9HP ROBOTIC TOTAL STATION AND TRIMBLE

TCS3 DATA COLLECTOR FROM EXISTING NGS SURVEY MONUMENTS WITH PUBLISHED

DATUMS OF NAD83/2011 AND NAVD1988; WITNESS MY ORIGINAL SIGNATURE, LICENSE

NUMBER, AND SEAL.

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CONC PAD

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CONC

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CONC PAD

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ASPHALT

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ELEC JB (2)

AutoCAD SHX Text

SPIGOT

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AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text

GUY

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GUY

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FLAG POLE

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ELEC JB

AutoCAD SHX Text SEPTIC DRAIN FIELD PARTIALLY VISIBLE BY GPR METHOD. REMAINING DRAIN FIELD SHOWN PER RECORDS PROVIDED.

AutoCAD SHX Text

FLAG POLE

AutoCAD SHX Text

FLAG POLE

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ELEC JB (2)

AutoCAD SHX Text

RAIN GAUGE

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RAIN GAUGE

AutoCAD SHX Text

RAIN GAUGE

AutoCAD SHX Text

ELEC JB

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text 200'

AutoCAD SHX Text

SCALE: 1" = 100'

AutoCAD SHX Text 100'

100'

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1.) CONTOURS ARE SHOWN AT 1' INTERVALS.

2.) ONLY TREES GREATER THAN 8" DBH ARE SHOWN.

3.) SEE SHEETS GC103, GC104, AND VF101 FOR ABBREVIATIONS, NOTES,

AND LEGEND.

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AutoCAD SHX Text 7.06'

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AutoCAD SHX Text 5.55'

AutoCAD SHX Text 5.15'

AutoCAD SHX Text 5.13'

AutoCAD SHX Text 5.40'

AutoCAD SHX Text 5.67'

AutoCAD SHX Text 4.97'

AutoCAD SHX Text 5.23'

AutoCAD SHX Text 6.22'

AutoCAD SHX Text 6.07'

AutoCAD SHX Text 5.89'

AutoCAD SHX Text 6.85'

AutoCAD SHX Text 7.48'

AutoCAD SHX Text 8.49'

AutoCAD SHX Text 9.53'

AutoCAD SHX Text 9.34'

AutoCAD SHX Text 8.80'

AutoCAD SHX Text 7.64'

AutoCAD SHX Text 6.77'

AutoCAD SHX Text 6.48'

AutoCAD SHX Text 5.74'

AutoCAD SHX Text 5.88'

AutoCAD SHX Text 8.10'

AutoCAD SHX Text 9.07'

AutoCAD SHX Text 9.65'

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AutoCAD SHX Text 5.70'

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AutoCAD SHX Text 6.12'

AutoCAD SHX Text 6.86'

AutoCAD SHX Text 7.39'

AutoCAD SHX Text 8.27'

AutoCAD SHX Text 8.50'

AutoCAD SHX Text 7.89'

AutoCAD SHX Text 7.74'

AutoCAD SHX Text 6.60'

AutoCAD SHX Text 6.44'

AutoCAD SHX Text 6.27'

AutoCAD SHX Text 6.61'

AutoCAD SHX Text 6.74'

AutoCAD SHX Text 6.87'

AutoCAD SHX Text 3.61'

AutoCAD SHX Text 10.41'

AutoCAD SHX Text 7.69'

AutoCAD SHX Text 8.28'

AutoCAD SHX Text 8.63'

AutoCAD SHX Text 8.86'

AutoCAD SHX Text 9.47'

AutoCAD SHX Text 8.88'

AutoCAD SHX Text 8.12'

AutoCAD SHX Text 7.50'

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AutoCAD SHX Text 5.17'

AutoCAD SHX Text 4.60'

AutoCAD SHX Text 6.88'

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AutoCAD SHX Text 11.21'

AutoCAD SHX Text 11.70'

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AutoCAD SHX Text 7.41'

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AutoCAD SHX Text 10.96'

AutoCAD SHX Text 12.56'

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AutoCAD SHX Text 9.87'

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AutoCAD SHX Text 11.21'

AutoCAD SHX Text 11.68'

AutoCAD SHX Text 12.59'

AutoCAD SHX Text 12.94'

AutoCAD SHX Text 13.39'

AutoCAD SHX Text 13.85'

AutoCAD SHX Text 13.42'

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AutoCAD SHX Text 16.27'

AutoCAD SHX Text 16.00'

AutoCAD SHX Text 15.25'

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AutoCAD SHX Text 13.97'

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AutoCAD SHX Text 9.96'

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AutoCAD SHX Text 10.84'

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AutoCAD SHX Text 10.53'

AutoCAD SHX Text 10.25'

AutoCAD SHX Text 10.38'

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AutoCAD SHX Text 9.64'

AutoCAD SHX Text 9.82'

AutoCAD SHX Text 10.05'

AutoCAD SHX Text 9.53'

AutoCAD SHX Text 9.76'

AutoCAD SHX Text 9.19'

AutoCAD SHX Text 8.52'

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AutoCAD SHX Text 7.56'

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AutoCAD SHX Text 7.66'

AutoCAD SHX Text 8.13'

AutoCAD SHX Text 8.72'

AutoCAD SHX Text 9.68'

AutoCAD SHX Text 9.99'

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AutoCAD SHX Text 15.01'

AutoCAD SHX Text 16.35'

AutoCAD SHX Text 6.12'

AutoCAD SHX Text 7.07'

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AutoCAD SHX Text 9.69'

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AutoCAD SHX Text 7.28'

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AutoCAD SHX Text

AutoCAD SHX Text F

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SIGN

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SIGN

AutoCAD SHX Text CONTROL POINT #2 NGS MON 1370 D 1979 (LOCALIZED) N=900448.81 E=2957191.62 ELEV.=7.45'

AutoCAD SHX Text

CONTROL POINT #24 RBC N=900362.60 E=2957209.99 ELEV.=7.92'

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CONTROL POINT #1 RBC N=900309.34 E=2957176.04 ELEV.=5.57'

AutoCAD SHX Text

FO BOX

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CONTROL POINT #3 RBC N=900484.37 E=2957541.35 ELEV=14.01'

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TRANS Q1732UK62

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TRANS Q1732UK63

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KEYPAD

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24" ROPE FENCE

AutoCAD SHX Text CONTROL POINT #4 NGS MON 1370 E (LOCALIZED) PID:FW0683 N=900281.13 E=2957209.27 ELEV.=4.96' NGS MON 1370 E (PUBLISHED) PID:FW0683 NAD 83/2011 N=900281.12 E=2957209.26 ELEV.=4.95'

AutoCAD SHX Text

24" ROPE FENCE

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ASPHALT SW

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NC HIGHWAY 12 / DUCK ROAD

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GATE

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FO BOX

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FO BOX

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24" ROPE FENCE

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SCIENTISTS ROAD

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CONTROL POINT #23 RBC N=900424.37 E=2957448.46 ELEV.=13.01'

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MAILBOX

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3.) SEE SHEETS GC103, GC104, AND VF101 FOR ABBREVIATIONS, NOTES,

AND LEGEND.

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AutoCAD SHX Text 9.71'

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AutoCAD SHX Text 11.20'

AutoCAD SHX Text 9.78'

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AutoCAD SHX Text 10.29'

AutoCAD SHX Text 11.59'

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AutoCAD SHX Text 11.46'

AutoCAD SHX Text 11.00'

AutoCAD SHX Text 11.82'

AutoCAD SHX Text 13.15'

AutoCAD SHX Text 11.96'

AutoCAD SHX Text 10.49'

AutoCAD SHX Text 11.92'

AutoCAD SHX Text 14.06'

AutoCAD SHX Text 11.18'

AutoCAD SHX Text 6.89'

AutoCAD SHX Text 10.68'

AutoCAD SHX Text 9.18'

AutoCAD SHX Text 7.97'

AutoCAD SHX Text 6.95'

AutoCAD SHX Text 7.87'

AutoCAD SHX Text 8.36'

AutoCAD SHX Text 9.85'

AutoCAD SHX Text 10.20'

AutoCAD SHX Text 11.06'

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AutoCAD SHX Text 8.96'

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AutoCAD SHX Text 14.80'

AutoCAD SHX Text 12.13'

AutoCAD SHX Text 12.43'

AutoCAD SHX Text 16.42'

AutoCAD SHX Text 14.83'

AutoCAD SHX Text 15.92'

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AutoCAD SHX Text 13.30'

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AutoCAD SHX Text 13.78'

AutoCAD SHX Text 14.50'

AutoCAD SHX Text 14.55'

AutoCAD SHX Text 13.81'

AutoCAD SHX Text 13.89'

AutoCAD SHX Text 14.69'

AutoCAD SHX Text 14.79'

AutoCAD SHX Text 14.04'

AutoCAD SHX Text 14.14'

AutoCAD SHX Text 14.88'

AutoCAD SHX Text 15.28'

AutoCAD SHX Text 14.21'

AutoCAD SHX Text 14.15'

AutoCAD SHX Text 14.11'

AutoCAD SHX Text 16.88'

AutoCAD SHX Text 18.41'

AutoCAD SHX Text 15.12'

AutoCAD SHX Text 16.34'

AutoCAD SHX Text 16.06'

AutoCAD SHX Text 16.60'

AutoCAD SHX Text 16.01'

AutoCAD SHX Text 14.89'

AutoCAD SHX Text 11.87'

AutoCAD SHX Text 13.52'

AutoCAD SHX Text 11.66'

AutoCAD SHX Text 10.97'

AutoCAD SHX Text 12.77'

AutoCAD SHX Text 16.26'

AutoCAD SHX Text 15.95'

AutoCAD SHX Text 11.64'

AutoCAD SHX Text 10.97'

AutoCAD SHX Text 13.60'

AutoCAD SHX Text 11.58'

AutoCAD SHX Text 10.84'

AutoCAD SHX Text 11.14'

AutoCAD SHX Text 11.24'

AutoCAD SHX Text 12.01'

AutoCAD SHX Text 13.45'

AutoCAD SHX Text 11.86'

AutoCAD SHX Text 14.13'

AutoCAD SHX Text 14.20'

AutoCAD SHX Text 11.46'

AutoCAD SHX Text 11.27'

AutoCAD SHX Text 10.38'

AutoCAD SHX Text 9.45'

AutoCAD SHX Text 10.06'

AutoCAD SHX Text 8.97'

AutoCAD SHX Text 8.49'

AutoCAD SHX Text 9.13'

AutoCAD SHX Text 10.23'

AutoCAD SHX Text 11.40'

AutoCAD SHX Text 13.36'

AutoCAD SHX Text 14.25'

AutoCAD SHX Text 14.37'

AutoCAD SHX Text 13.90'

AutoCAD SHX Text 10.25'

AutoCAD SHX Text 8.83'

AutoCAD SHX Text 8.62'

AutoCAD SHX Text 8.74'

AutoCAD SHX Text 8.71'

AutoCAD SHX Text 9.90'

AutoCAD SHX Text 10.83'

AutoCAD SHX Text 9.97'

AutoCAD SHX Text 8.91'

AutoCAD SHX Text 8.54'

AutoCAD SHX Text 9.33'

AutoCAD SHX Text 10.86'

AutoCAD SHX Text 14.04'

AutoCAD SHX Text 14.29'

AutoCAD SHX Text 14.83'

AutoCAD SHX Text 13.40'

AutoCAD SHX Text 10.57'

AutoCAD SHX Text 9.42'

AutoCAD SHX Text 10.37'

AutoCAD SHX Text 11.38'

AutoCAD SHX Text 13.28'

AutoCAD SHX Text 14.88'

AutoCAD SHX Text 17.81'

AutoCAD SHX Text 18.25'

AutoCAD SHX Text 14.15'

AutoCAD SHX Text 16.74'

AutoCAD SHX Text 15.55'

AutoCAD SHX Text 16.54'

AutoCAD SHX Text 18.15'

AutoCAD SHX Text 16.04'

AutoCAD SHX Text 13.49'

AutoCAD SHX Text 14.89'

AutoCAD SHX Text 14.26'

AutoCAD SHX Text 14.36'

AutoCAD SHX Text 11.12'

AutoCAD SHX Text 10.36'

AutoCAD SHX Text 10.33'

AutoCAD SHX Text 11.13'

AutoCAD SHX Text 11.18'

AutoCAD SHX Text 12.46'

AutoCAD SHX Text 13.45'

AutoCAD SHX Text 14.04'

AutoCAD SHX Text 14.67'

AutoCAD SHX Text 14.83'

AutoCAD SHX Text 12.60'

AutoCAD SHX Text 11.44'

AutoCAD SHX Text 10.84'

AutoCAD SHX Text 11.03'

AutoCAD SHX Text 12.62'

AutoCAD SHX Text 13.02'

AutoCAD SHX Text 10.70'

AutoCAD SHX Text 10.38'

AutoCAD SHX Text 13.25'

AutoCAD SHX Text 11.23'

AutoCAD SHX Text 10.61'

AutoCAD SHX Text 11.45'

AutoCAD SHX Text 12.20'

AutoCAD SHX Text 14.51'

AutoCAD SHX Text 14.98'

AutoCAD SHX Text 17.18'

AutoCAD SHX Text 15.53'

AutoCAD SHX Text 12.76'

AutoCAD SHX Text 12.89'

AutoCAD SHX Text 13.20'

AutoCAD SHX Text 15.18'

AutoCAD SHX Text 14.71'

AutoCAD SHX Text 10.88'

AutoCAD SHX Text 10.25'

AutoCAD SHX Text 11.15'

AutoCAD SHX Text 16.51'

AutoCAD SHX Text 11.95'

AutoCAD SHX Text 10.53'

AutoCAD SHX Text 12.76'

AutoCAD SHX Text 15.16'

AutoCAD SHX Text 10.79'

AutoCAD SHX Text 9.08'

AutoCAD SHX Text 11.21'

AutoCAD SHX Text 10.29'

AutoCAD SHX Text 10.07'

AutoCAD SHX Text 10.21'

AutoCAD SHX Text 9.61'

AutoCAD SHX Text 9.89'

AutoCAD SHX Text 12.38'

AutoCAD SHX Text 11.68'

AutoCAD SHX Text 10.31'

AutoCAD SHX Text 9.88'

AutoCAD SHX Text 8.83'

AutoCAD SHX Text 9.71'

AutoCAD SHX Text 10.63'

AutoCAD SHX Text 10.22'

AutoCAD SHX Text 10.54'

AutoCAD SHX Text 11.29'

AutoCAD SHX Text 13.50'

AutoCAD SHX Text 13.33'

AutoCAD SHX Text 11.45'

AutoCAD SHX Text 12.18'

AutoCAD SHX Text 12.61'

AutoCAD SHX Text 13.09'

AutoCAD SHX Text 15.42'

AutoCAD SHX Text 15.11'

AutoCAD SHX Text 12.46'

AutoCAD SHX Text 11.58'

AutoCAD SHX Text 12.30'

AutoCAD SHX Text 11.90'

AutoCAD SHX Text 13.91'

AutoCAD SHX Text 12.69'

AutoCAD SHX Text 12.56'

AutoCAD SHX Text 12.08'

AutoCAD SHX Text 12.45'

AutoCAD SHX Text 11.42'

AutoCAD SHX Text 12.55'

AutoCAD SHX Text 11.98'

AutoCAD SHX Text 11.65'

AutoCAD SHX Text 12.17'

AutoCAD SHX Text 11.98'

AutoCAD SHX Text 13.43'

AutoCAD SHX Text 11.37'

AutoCAD SHX Text 12.67'

AutoCAD SHX Text 11.75'

AutoCAD SHX Text 12.73'

AutoCAD SHX Text 12.54'

AutoCAD SHX Text 14.20'

AutoCAD SHX Text 15.45'

AutoCAD SHX Text 12.63'

AutoCAD SHX Text 12.48'

AutoCAD SHX Text 10.90'

AutoCAD SHX Text 10.97'

AutoCAD SHX Text

AutoCAD SHX Text 10.01'

AutoCAD SHX Text 9.11'

AutoCAD SHX Text 10.11'

AutoCAD SHX Text 11.83'

AutoCAD SHX Text 10.52'

AutoCAD SHX Text 10.13'

AutoCAD SHX Text 10.87'

AutoCAD SHX Text 11.68'

AutoCAD SHX Text 10.26'

AutoCAD SHX Text 14.07'

AutoCAD SHX Text 14.82'

AutoCAD SHX Text 15.44'

AutoCAD SHX Text 16.66'

AutoCAD SHX Text 13.39'

AutoCAD SHX Text 14.92'

AutoCAD SHX Text 13.85'

AutoCAD SHX Text 15.28'

AutoCAD SHX Text 16.08'

AutoCAD SHX Text 17.30'

AutoCAD SHX Text 16.67'

AutoCAD SHX Text 17.60'

AutoCAD SHX Text 17.90'

AutoCAD SHX Text 17.54'

AutoCAD SHX Text 16.59'

AutoCAD SHX Text 15.91'

AutoCAD SHX Text 16.17'

AutoCAD SHX Text 17.31'

AutoCAD SHX Text 17.64'

AutoCAD SHX Text 16.55'

AutoCAD SHX Text 16.54'

AutoCAD SHX Text 14.10'

AutoCAD SHX Text 15.08'

AutoCAD SHX Text 15.52'

AutoCAD SHX Text 13.08'

AutoCAD SHX Text 13.36'

AutoCAD SHX Text 17.58'

AutoCAD SHX Text 17.98'

AutoCAD SHX Text 10.34'

AutoCAD SHX Text 8.61'

AutoCAD SHX Text 7.28'

AutoCAD SHX Text 6.18'

AutoCAD SHX Text 7.55'

AutoCAD SHX Text 9.31'

AutoCAD SHX Text 10.66'

AutoCAD SHX Text 11.60'

AutoCAD SHX Text 12.00'

AutoCAD SHX Text 14.87'

AutoCAD SHX Text 15.42'

AutoCAD SHX Text 16.13'

AutoCAD SHX Text 16.07'

AutoCAD SHX Text 16.02'

AutoCAD SHX Text 14.09'

AutoCAD SHX Text 12.88'

AutoCAD SHX Text 11.92'

AutoCAD SHX Text 13.18'

AutoCAD SHX Text 11.65'

AutoCAD SHX Text 10.99'

AutoCAD SHX Text 11.37'

AutoCAD SHX Text 16.33'

AutoCAD SHX Text 16.12'

AutoCAD SHX Text 15.71'

AutoCAD SHX Text 15.48'

AutoCAD SHX Text 14.62'

AutoCAD SHX Text 13.17'

AutoCAD SHX Text 12.89'

AutoCAD SHX Text 16.11'

AutoCAD SHX Text 16.40'

AutoCAD SHX Text 18.19'

AutoCAD SHX Text 13.29'

AutoCAD SHX Text 15.70'

AutoCAD SHX Text 12.44'

AutoCAD SHX Text 13.57'

AutoCAD SHX Text 10.97'

AutoCAD SHX Text

AutoCAD SHX…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 13, 2020.