CHAR INFRA DRAWINGS COMBINED 23JUNE25.pdf

PDF 25 MB Posted Jul 11, 2025

Attached to: DESIGN BUILD CONSTRUCTION FOR UTILITY INFRASTRUCTURE, ROADS & CLINIC AT USCG BASE CHARLESTON, SOUTH CAROLINA
Solicitation number: 70Z04725RPCNI0007
Issued by: Department of Homeland Security US Coast Guard

View the file

Other files

File	Type	Posted
Base Admin Building_CNC LUC Area Construction Permit_Approved.pdf	PDF	Aug 28, 2025
70Z04725PCNI0007 Amendment 0005.pdf	PDF	Aug 28, 2025
70Z04725PCNI0007 Amendment 0004 PPI 22 Response.pdf	PDF	Aug 15, 2025
70Z04725PCNI0007 Amendment 0004.pdf	PDF	Aug 14, 2025
TruckSearchCanopy.pdf	PDF	Aug 14, 2025
Base Admin Geotechnical Report (2024).pdf	PDF	Aug 8, 2025
Site Visit Attendance Log.pdf	PDF	Aug 8, 2025
70Z04725PCNI0007 Amendment 0003.pdf	PDF	Aug 8, 2025
LUC Area Construction Permit BLANK 2018-1003.pdf	PDF	Aug 8, 2025
70Z04725PCNI0007 Amendment 0002.pdf	PDF	Jul 25, 2025
Attachment A. Site Visit Meeting Location.pdf	PDF	Jul 25, 2025
70Z04725PCNI0007 Amendment 0001.pdf	PDF	Jul 22, 2025
Attachment B. Base Charleston Topo Utilities.zip	ZIP file	Jul 22, 2025
70Z04725PCNI0007 SF1442.pdf	PDF	Jul 11, 2025
General Decision Number SC20250023 01.03.2025.pdf	PDF	Jul 11, 2025
Pre-Proposal Inquiry Form.xlsx	XLSX spreadsheet	Jul 11, 2025
Attachment B - Geotechnical Report.zip	ZIP file	Jul 11, 2025
Attachment D - Electrical Service Documents.zip	ZIP file	Jul 11, 2025
Attachment H - BASE Charleston - Mechanical for UMCS system.pdf	PDF	Jul 11, 2025
Attachment J - Sanitary Sewer As-Built Drawings.pdf	PDF	Jul 11, 2025
70Z04725PCNI0007 Task Order Announcement (TOA).pdf	PDF	Jul 11, 2025
Attachment E - Referenced Design Standards and CSTOs.zip	ZIP file	Jul 11, 2025
Attachment L - FLETC Final Grading and Drainage Plan.pdf	PDF	Jul 11, 2025
Attachment G - SCPA N. Hobson Ave. Reconstruction.pdf	PDF	Jul 11, 2025
Attachment K - USCG-FLETC Fence Line MOU.pdf	PDF	Jul 11, 2025
General Decision Number SC20250041 01.03.2025.pdf	PDF	Jul 11, 2025
CHARLESTON INFRA SPECS_COMBINED_24JUN25.pdf	PDF	Jul 11, 2025
Attachment A - Hydrostatic Flow Test Report.pdf	PDF	Jul 11, 2025
Attachment F - Base Charleston Admin Facility Rendering.pdf	PDF	Jul 11, 2025
Attachment I - 2004 RDA SS As-Builts.pdf	PDF	Jul 11, 2025

Show all 30

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

AutoCAD SHX Text

UTILITY INFRASTRUCTURE, ROADS & CLINIC

AutoCAD SHX Text

SECTOR CHARLESTON

AutoCAD SHX Text

CHARLESTON

AutoCAD SHX Text

GENERAL

AutoCAD SHX Text

MISCELLANEOUS NOTES

AutoCAD SHX Text

BASE CHARLESTON

AutoCAD SHX Text G-002

AutoCAD SHX Text 14085367

AutoCAD SHX Text

US COAST GUARD FD & CC

AutoCAD SHX Text

5505 ROBIN HOOD RD, SUITE K

AutoCAD SHX Text

NORFOLK, VA 23513

AutoCAD SHX Text 1:1

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

U.S. COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

PLOTTING SCALE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

USCG DRAWING N0.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

USCG PROJECT NO.

AutoCAD SHX Text

USCG FILENAME

AutoCAD SHX Text

A/E COMPANY:

AutoCAD SHX Text

CONSULTING A/E:

AutoCAD SHX Text

PROJECT ENGINEER:

AutoCAD SHX Text

A/E PROJECT NO.:

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text OTHER ONGOING PROJECT NOTES 1. AT THE TIME OF AWARD, THE FOLLOWING PROJECTS WITHIN THE COAST GUARD AT THE TIME OF AWARD, THE FOLLOWING PROJECTS WITHIN THE COAST GUARD ENCLAVE ARE EXPECTED TO BE UNDER DESIGN AND/OR CONSTRUCTION: - PIER NOVEMBER RECAPITALIZATION (COAST GUARD PROJECT NUMBER 15182879) PIER NOVEMBER RECAPITALIZATION (COAST GUARD PROJECT NUMBER 15182879) - MISCELLANEOUS WORK BY COAST GUARD CIVIL ENGINEERING UNIT MIAMI (CEUM) MISCELLANEOUS WORK BY COAST GUARD CIVIL ENGINEERING UNIT MIAMI (CEUM) TO INCLUDE PAVING ON SOUTH HOBSON AVENUE (EAST OF HALSEY STREET) AND A NEW SECURITY GATE ON SOUTH HOBSON AVENUE AT THE EAST END OF THE COAST GUARD ENCLAVE. (DEMOLITION OF NUMEROUS STRUCTURES AND ASSOCIATED UTILITY SERVICES AS IDENTIFIED HEREIN HAS BEEN COMPLETED.) - CONSTRUCT BASE BUILDING (COAST GUARD PROJECT NUMBER 14085369) CONSTRUCT BASE BUILDING (COAST GUARD PROJECT NUMBER 14085369) 2. AT THE TIME OF AWARD, THE FOLLOWING PROJECTS ADJACENT TO THE COAST GUARD ENCLAVE ARE EXPECTED TO BE UNDER DESIGN AND/OR CONSTRUCTION: - FEDERAL LAW ENFORCEMENT TRAINING CENTER (FLETC) PROJECT "FLETC VENUES FEDERAL LAW ENFORCEMENT TRAINING CENTER (FLETC) PROJECT "FLETC VENUES REPLICATION". THIS PROJECT WILL BE BOUND BY HALSEY STREET TO THE EAST, DYESS AVENUE TO THE NORTH AND THE FLETC PROPERTY BOUNDARY ALONG BAINBRIDGE AVENUE TO THE SOUTH AND WEST. - CEUM WILL BE PAVING DYESS AVENUE EAST OF HALSEY STREET. CEUM WILL BE PAVING DYESS AVENUE EAST OF HALSEY STREET. 3. THERE MAY BE ONGOING ROADWORK ON VIADUCT ROAD AND/OR BAINBRIDGE AVENUE CONDUCTED BY THE STATE. 4. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER ONGOING WORK IN ACCORDANCE WITH THE RFP SPECIFICATIONS. PHASING REQUIREMENTS 1. SEE RFP SPECIFICATION SECTIONS 01110 AND 01111 FOR SPECIFIC CONSTRUCTION SEE RFP SPECIFICATION SECTIONS 01110 AND 01111 FOR SPECIFIC CONSTRUCTION PHASING REQUIREMENTS.

AutoCAD SHX Text NEW WORK NOTES CONSTRUCT TEMPORARY CONSTRUCTION ACCESS ROAD. LOCATION NORTH OF SOUTH HOBSON AVE IS CONCEPTUAL AND SHALL BE DEVELOPED BY THE CONTRACTOR. THIS ROAD MUST BE IN PLACE PRIOR TO DEMOLITION OF ANY PORTION OF SOUTH HOBSON AVENUE. THIS ACCESS ROAD SHALL ALSO BE USED BY OTHER CONTRACTORS WORKING ON ADJACENT PROJECTS WITHIN THE COAST GUARD ENCLAVE. FOR BIDDING PURPOSES, ASSUME THAT THIS ACCESS ROAD MUST BE REMOVED UPON CONTRACT COMPLETION AND THE IMPACTED AREAS BROUGHT TO FINAL GRADE, SEEDED, MULCHED AND FERTILIZED IN ACCORDANCE WITH THE RFP SPECIFICATIONS. CONSTRUCT ACCESS CONTROL POINT, GUARD HOUSE/VISITOR CENTER AND TRUCK INSPECTION FACILITY AND PROVIDE ALL REQUIRED UTILITIES AND APPURTENANCES. PROVIDE BOLLARDS OR OTHER MEANS OF PROTECTING THE TRUCK INSPECTION FACILITY FROM VEHICULAR TRAFFIC, INCLUDING THE PARKING AREA. SEE RFP ARCHITECTURAL DRAWINGS AND RFP SPECIFICATIONS FOR ADDITIONAL INFORMATION. NEW SANITARY FORCE MAIN (FM) LOCATION SHOWN IS APPROXIMATE. IT IS TO BE INSTALLED AS PART OF THE CONSOLIDATED BASE BUILDING PROJECT. CONTRACTOR SHALL VERIFY LOCATION PRIOR TO WORK IN THE VICINITY AND ADVISE THE COR OF ANY POTENTIAL CONFLICTS. CONSTRUCT PERIMETER SECURITY FENCE IN ACCORDANCE WITH RFP SPECIFICATIONS. NEW ELECTRICAL POWER SUBSTATION SITE. CONTRACTOR SHALL CONSTRUCT THE FILL TO THE AREA INDICATED ON THE RFP DRAWINGS, SEED, MUCLH AND FERTILIZE IN ACCORDANCE WITH THE RFP SPECIFICATIONS. THE SUBSTATION SHALL BE CONSTRUCTED BY OTHERS. CONSTRUCT MEDICAL/DENTAL BUILDING (CLINIC) AND ALL ASSOCIATED SITE IMPROVEMENTS AND SUPPORTING FACILITIES. SEE RFP ARCHITECTURAL DRAWINGS AND RFP SPECIFICATIONS FOR ADDITIONAL INFORMATION. CONSOLIDATED BASE BUILDING INFORMATION IS CONCEPTUAL AND EXTENTS OF NEW WORK SHOWN ARE APPROXIMATE. SEE RFP SPECIFICATIONS FOR ADDITIONAL INFORMATION. TEMPORARY CONSTRUCTION ACCESS FROM BAINBRIDGE AVENUE SHALL BE CONSTRUCTED BY OTHERS UNDER COAST GUARD PROJECT TEMPORARY CONSTRUCTION ACCESS FROM BAINBRIDGE AVENUE SHALL BE CONSTRUCTED BY OTHERS UNDER COAST GUARD PROJECT NUMBER 14085369 (CONSTRUCT BASE BUILDING). CONTRACTOR SHALL BE ALLOWED TO USED THIS ACCESS UNLESS DIRECTED OTHERWISE. COORDINATE WITH COR AND CONTRACTORS WORKING ON ADJACENT PROJECT SITES. CONSTRUCT NEW ROADWAYS APPROXIMATELY AS SHOWN. SEE RFP SPECIFICATION SECTION 01800, PARAGRAPH 1.4, FOR ADDITIONAL INFORMATION. PROVIDE FIVE (5) FEET OF FILL OVER THE AREA SHOWN. SEE RFP SPECIFICATION SECTION 01800, PARAGRAPHS 1.4, 1.5 AND 1.18 FOR ADDITIONAL INFORMATION REGARDING FILL MATERIAL AND ENVIRONMENTAL CONSIDERATIONS. CONSTRUCT NEW GUARD HOUSE/VISITOR CENTER. SEE RFP DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. CONSTRUCT NEW PAVEMENT TO REPLACE SOUTH HOBSON AVENUE FOR ITS TOTAL LENGTH WITHIN THE COAST GUARD ENCLAVE LIMITS. SEE RFP SPECIFICATION SECTION 01800, PARA 1.4, FOR ADDITIONAL INFORMATION. CONSTRUCT NEW TELECOMMUNICATIONS DUCTBANKS TO THE GUARD HOUSE/VISITOR CENTER AND MEDICAL/DENTAL BUILDING (CLINIC). ORIGINATION POINT SHALL BE CONSTRUCTED AS PART OF THE CONSOLIDATED BASE BUILDING PROJECT. SEE RFP SPECIFICATION SECTION 01800, PARAGRAPH 1.16, FOR ADDITIONAL INFORMATION. LAYDOWN/STAGING AREA FOR PIER NOVEMBER CONSTRUCTION PROJECT AND SITE OF WORK FOR INFRASTRUCTURE TO SUPPORT PIER MIKE. NEW SECURITY FENCE SHALL BE SET BACK 3 FEET FROM PROPERTY LINES WITH THE EXCEPTION OF THE AREA OF THE TIE-IN POINT SHOWN ON DRAWING C-202. CONNECT SECURITY FENCE TO EXISTING FENCE EAST OF HALSEY STREET. (TIE-IN POINT IS APPROXIMATE.) CONSTRUCT 20-FT WIDE DOUBLE-SWING GATE ACROSS HALSEY STREET. GATE SHALL BE USED FOR EMERGENCY ACCESS ONLY. COORDINATES SHOWN ARE APPROXIMATE AND ARE TO BE USED FOR BIDDING PURPOSES. ACTUAL ROAD ALIGNMENT SHALL BE DETERMINED AFTER DESIGN OF THE CONSOLIDATED BASE BUILDING. COAST GUARD BASE CHARLESTON SIGN. SIGN SHALL GENERALLY FOLLOW THE REQUIREMENTS OUTLINED IN UFC 3-120-01, DESIGN: SIGN STANDARDS. PROVIDE TWO PARKING SPACES FOR GOLF CARTS BENEATH THE NORTHWEST CORNER OF THE MEDICAL/DENTAL BUILDING AND TWO BENEATH THE SOUTHEAST CORNER. PROVIDE ELECTRICAL OUTLETS FOR CHARGING, AND FIRE PROTECTION, PER RFP SPECIFICATIONS. NOT USED. PROVIDE STREET NAME SIGNS AT ALL INTERSECTIONS. NAMING CONVENTION SHALL BE DETERMINED AFTER AWARD. CONSTRUCT PORTLAND CEMENT CONCRETE PAVEMENT FOR FUTURE SUBSTATION INGRESS/EGRESS.

AutoCAD SHX Text

U.S. COAST GUARD

FACILITIES DESIGN AND

CONSTRUCTION CENTER

5700 LAKE WRIGHT DR., SUITE 102

NORFOLK, VA 23502

PHONE: (757) 461-3768 | www.tetratech.com

POWER/ELECTRICAL

MANHOLE

CATCH BASIN

DISCHARGE

FITTING

METER

SYSTEM VALVE

WATER SHORE TIE

INLET

CULVERT END

STORM TBD

EXTERIOR LIGHT

MISC NETWORK FEATURE

JUNCTION

SWITCHING STATION

TRANSFORMER

BREAKER PANEL

STEAM SHORE TIE

METER

VALVE

MANHOLE

CLEANOUT

OTHER / TBD

PUMP STATION

S co

POTABLE WATER LINES

UNDERGROUND ELECTRICAL LINES

OVERHEAD ELECTRICAL LINES

STORM DRAIN LINES

STORM

WATER

COMMS-PHONE-CATV-CCTV-PA

SANITARY SEWER LINES

SEWER

OVERHEAD COMMUNICATIONS LINES

ABOVE GROUND COMMUNICATIONS LINES

UNDERGROUND COMMUNICATIONS LINES

WATER

WASTEWATER STORMWATER

CE LINE TYPES

POWER/ELECTRICAL

NORTH CAROLINA

GEORGIA

SOUTH CAROLINA

ATLANTIC OCEAN

ROCK HILL

GREENVILLE

ANDERSON

GREENWOOD FLORENCE

ST. ANDREWS COLUMBIA

MYRTLE BEACH

SUMMERVILLE

NORTH CHARLESTON

HILTON HEAD ISLAND

NORTH CAROLINA

SOUTH CAROLINA

GEORGIA

ATLANTIC OCEAN

NORTH CHARLESTON

MOUNT PLEASANT

CHARLESTON

COMMUNICATIONS

COMMUNICATIONS MANHOLE

COMMUNICATIONS SPLICER

COMMUNICATIONS SPLITTER

COMMUNICATIONS MISCELLANEOUS DEVICE

UNDERGROUND FIBER OPTIC LINES

LAND SURVEYING CIVIL ENGINEERING PROJECT MANAGEMENT

www.rochester-assoc.com

425 OAK STREET N.W. GAINESVILLE, GEORGIA

(770) 716.8123

PROPERTY LINES

FO COMMUNICATIONS JUNCTION BOX

WETLANDS

WETLAND LIMITS

WETLAND HATCHING

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

LIST OF DRAWINGS

AutoCAD SHX Text DRAWING No.

AutoCAD SHX Text

1 OF 16 COVER SHEET SYMBOLS AND LINE TYPES

AutoCAD SHX Text

2 OF 16 SHEET INDEX AND GENERAL SITE PLAN

AutoCAD SHX Text

3 OF 16 ENLARGED UTILITIES SITE PLAN (SHEET 3 OF 16)

AutoCAD SHX Text

9 OF 16 ENLARGED UTILITIES SITE PLAN (SHEET 9 OF 16)

AutoCAD SHX Text

4 OF 16 ENLARGED UTILITIES SITE PLAN (SHEET 4 OF 16)

AutoCAD SHX Text

5 OF 16 ENLARGED UTILITIES SITE PLAN (SHEET 5 OF 16)

AutoCAD SHX Text

6 OF 16 ENLARGED UTILITIES SITE PLAN (SHEET 6 OF 16)

AutoCAD SHX Text

7 OF 16 ENLARGED UTILITIES SITE PLAN (SHEET 7 OF 16)

AutoCAD SHX Text

8 OF 16 ENLARGED UTILITIES SITE PLAN (SHEET 8 OF 16)

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

PROJECT SITE

AutoCAD SHX Text

LOCATION MAP

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

PROJECT SITE

AutoCAD SHX Text

GENERAL SITE MAP

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

PROJECT SITE

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text UNITED STATES COAST GUARD FACILITIES DESIGN AND CONSTRUCTION CENTER TOPOGRAPHIC AND HYDROGRAPHIC SURVEY UTILITIES SITE PLAN COAST GUARD BASE CHARLESTON CHARLESTON, SOUTH CAROLINA

AutoCAD SHX Text TOPOGRAPHIC SURVEY NOTES: 1. DATE OF FIELD WORK: 07/25/2022-08/01/2021. EQUIPMENT USED TO OBTAIN LINEAR AND VERTICAL MEASUREMENTS AS SHOWN: TRIMBLE S-SERIES ROBOTIC TOTAL STATION WAS ADJUSTED USING LEAST SQUARES. 2. DURING THE FIELD SURVEY PERFORMED ON THIS SITE THERE WAS NO VISIBLE, ABOVE GROUND EVIDENCE OF A HUMAN BURIAL AREA OR CEMETERY OBSERVED. 3. THE HORIZONTAL DATUM FOR THIS SURVEY IS THE SOUTH CAROLINA STATE PLANE NAD83(2011) SYSTEM AS DETERMINED BY UTILIZING GPS. VERTICAL DATUM USED IS NAVD 88 (GEOID 2018) THE EQUIPMENT USED TO OBTAIN THIS DATA WAS A DUAL FREQUENCY TRIMBLE R10 GNSS GPS RECEIVER WITH A TRIMBLE TSC7 DATA COLLECTOR RECEIVING RTK CORRECTIONS VIA A WIRELESS NETWORK FROM BASE STATIONS OPERATED BY THE SCGS. UNITS USED IN THE CALCULATIONS ARE IN INTERNATIONAL FEET. 4. THE PURPOSE OF THIS SURVEY IS TO SHOW THE TOPOGRAPHIC AND UTILITY FEATURES EITHER LOCATED IN THE FIELD OR AS PROVIDED IN RECORD DOCUMENTS. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY AND ADJOINING LAND OWNERS INFORMATION AS SHOWN TAKEN FROM A BOUNDARY SURVEY BY CORNERSTONE SURVEYING & ENGINEERING, INC. DATED OCTOBER 5, 2020 AND IS SHOWN AS REFERENCE ONLY. 5. WETLAND AREAS AS SHOWN WERE IDENTIFIED AND DELINEATED UPON SITE RECONNAISSANCE PREFORMED BY TETRA TECH PERSONNEL. 6. AERIAL IMAGE AS SHOWN PROVIDED BY TETRA TECH. 6. THE UNDERGROUND UTILITIES SHOWN HEREON WERE MARKED BY TETRA TECH TO QUALITY LEVEL B PER ASCE 38-02 AND FIELD LOCATED BY ROCHESTER & ASSOC., INC. PERSONNEL FROM PAINT MARKS ON THE GROUND OR VISUAL IDENTIFICATION DURING THE DATE OF SURVEY. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. 7. CONTOUR INTERVAL IS 1 FOOT. I HEREBY STATE THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION, AND BELIEF, THE SURVEY SHOWN HEREIN WAS MADE IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARDS OF PRACTICE MANUAL FOR SURVEYING IN SOUTH CAROLINA, AND MEETS OR EXCEEDS THE REQUIREMENTS AS SPECIFIED THEREIN.

AutoCAD SHX Text JAMES C. JONES, LS# 13528 ROCHESTER & ASSOCIATES, INC 425 OAK STREET N.W. GAINESVILLE, GA 30501 (770) 718-0600

AutoCAD SHX Text

10 OF 16 ENLARGED UTILITIES SITE PLAN (SHEET 10 OF 16)

AutoCAD SHX Text REFERENCE: 1. UTILITY PLAN TITLED "USCG ICAM PHASE 5", WITH A PROJECT NUMBER UTILITY PLAN TITLED "USCG ICAM PHASE 5", WITH A PROJECT NUMBER #1280412 AND DRAWING NUMBER #P1280412, DATED 01/31/2020 2. BOUNDARY INFORMATION, AS SHOWN AND RECOVERED BY ROCHESTER & BOUNDARY INFORMATION, AS SHOWN AND RECOVERED BY ROCHESTER & ASSOCIATES PERSONNEL, TAKEN FROM PLAT TITLED "A BOUNDARY, LOT LINE ABANDONMENT, & PARCEL RECOMBINATION PLAT OF 98.12 ACRES OF THE 'SCPA VETERANS TERMINAL' PARCELS RECOMBINED INTO NEW TRACTS 'VT-1' (76.36 AC+-) & 'VT-2' (21.76 AC+-) BEING COMPOSED OF CHARLESTON COUNTY T.M.S. PARCELS NO. 400-00-00-043, NO. 400-00-00-079, NO. 400-00-00-080, NO. 400-00-00-102 AND NO. 400-00-00-113 OWNED BY AND SURVEYED FOR SOUTH CAROLINA STATE PORTS AUTHORITY LOCATED ON THE 'OLD CHARLESTON NAVY BASE' ON 'BAINBRIDGE' & 'S. HOBSON' AVENUES CITY OF NORTH CHARLESTON, CHARLESTON COUNTY, SOUTH CAROLINA. PREFORMED BY CORNERSTONE SURVEYING & ENGINEERING, INC. DATED OCTOBER 5th, 2020.

AutoCAD SHX Text

11 OF 16 ENLARGED UTILITIES SITE PLAN (SHEET 11 OF 16)

AutoCAD SHX Text

12 OF 16 ENLARGED UTILITIES SITE PLAN (SHEET 12 OF 16)

AutoCAD SHX Text

13 OF 16 ENLARGED UTILITIES SITE PLAN (SHEET 13 OF 16)

AutoCAD SHX Text

14 OF 16 ENLARGED UTILITIES SITE PLAN (SHEET 14 OF 16)

AutoCAD SHX Text

15 OF 16 ENLARGED UTILITIES SITE PLAN (SHEET 15 OF 16)

AutoCAD SHX Text

16 OF 16 ENLARGED UTILITIES SITE PLAN (SHEET 16 OF 16)

AutoCAD SHX Text BATHYMETRIC NOTES: 1. BATHYMETRIC DATA COLLECTED ON AUGUST 4TH, 2021 by TETRA TECH 2. HORIZONTAL DATUM: NAD83(2011), SPCS SOUTH CAROLINA - IFT 3. HORIZONTAL CONTROL POINT: "503" N: 372,136.41 E:2,322,824.83 4. VERTICAL CONTROL POINT: "503" ELEV. +6.9FT NAVD88(G18) DATUM, +10.04FT MLLW DATUM (EPOCH 83-01): 5. RTK-GNSS BASE STATION WAS A TRIMBLE R10 GNSS SET ON "503" 6. BATHYMETRIC POSITIONING AND MOTION DATA COLLECTED WITH AN APPLANIX SURFMASTER 7. BATHYMETRIC SOUNDINGS COLLECTED WITH AN R2SONIC 2020 MULTIBEAM SONAR AT 400KHZ 8. RTK QC VERIFICATION PERFORMED ON CONTROL POINT "506" 9. CONTROL PROVIDED BY ROCHESTER & ASSOCIATES AS NAD83(2011) SPCS SC IFT, NAVD88(G18) ELEVATION 10. ALL BATHYMETRIC SURVEY DATA COLLECTED IN NAD83(2011), NAVD88(G18). 11. BATHYMETRIC SURVEY ELEVATIONS ESTABLISHED BY RTK-GNSS. NO TIDE GAUGE INSTALLED. 12. RTK-GNSS Water Surface Elevation checks to NOAA Tide Gauge 8665530: 8/4/2021 15:40UTC Elev.= -2.00 ft NAVD88 +1.14ft MLLW (NOAA Gauge 8665530 15:42 +1.07 ft MLLW) 8/4/2021 18:28UTC Elev.= +0.3 ft NAVD88 +3.44 ft MLLW (NOAA Gauge 8665530 18:18 +3.50 ft MLLW) 13. DRAFT BAR CHECKS PERFORMED AT COOPER RIVER MARINA. 14. MULTIBEAM SONAR CALIBRATION PATCH TEST AND SOUND VELOCITY CASTS PERFORMED AT THE SURVEY SITE. INFORMATION AS SHOWN RELATIVE TO CONTROL PROVIDED BY ROCHESTER & ASSOCIATES, INC. AS NAD83(2011) SPCS SC IFT, NAVD88(G18) ELEVATION AFTER PROCESSING, DATUM OF SOUNDINGS WAS ADJUSTED FROM NAVD88(G18) TO MLLW(EPOCH 83-01) BASED ON NOAA GAUGE NO. 8665530. HTTPS://TIDESANDCURRENTS.NOAA.GOV/BENCHMARKS/8665530.HTML 0.00 FT MLLW DATUM = -3.14 FT NAVD88 DATUM MLLW ELEV. = NAVD88 ELEV. + 3.14 FEET

AutoCAD SHX Text

UTILITY INFRASTRUCTURE, ROADS & CLINIC

AutoCAD SHX Text

SECTOR CHARLESTON

AutoCAD SHX Text

CHARLESTON

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

SURVEY COVER SHEET

AutoCAD SHX Text

BASE CHARLESTON

AutoCAD SHX Text C-001

AutoCAD SHX Text 14085367

AutoCAD SHX Text

US COAST GUARD FD & CC

AutoCAD SHX Text

5505 ROBIN HOOD RD, SUITE K

AutoCAD SHX Text

NORFOLK, VA 23513

AutoCAD SHX Text 1:1

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

U.S. COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

PLOTTING SCALE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

USCG DRAWING N0.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

USCG PROJECT NO.

AutoCAD SHX Text

USCG FILENAME

AutoCAD SHX Text

A/E COMPANY:

AutoCAD SHX Text

CONSULTING A/E:

AutoCAD SHX Text

PROJECT ENGINEER:

AutoCAD SHX Text

A/E PROJECT NO.:

SHEET ID

GUARD HOUSE/

VISITOR CENTER

D H

U M

TRUCKINSPECTION

D H

U M

X X

O E

S 34°29'45" E

44.97'

N 55°26'59" E

597.33'

N 34°36'58" W 12.91'

N 55°23'02" E

51.89' S 34°36'58" E

65.48'

S 55°23'02" W

51.89'

N 34°36'58" W 17.47'

S 55°26'59" W

1202.40'

S 34°35'39" E 4.91'

S 70°34'13" E635.19'

N 55°27'02" E

1325.46'

S 35°24'51" E

84.70'

S 55°26'53" W

1284.70'

S 69°55'32" E252.17'

°5 9'

" W

N 75°58'22" W50.57'

°3 6'

" W

S 71°51'36" E48.88'

S 17°54'07" W 22.93'

S 74°31'02" E 109.55'

°2 8'

" W

°2 9'

" W

°2 7'

" W

°3 0'

" W

S 18°26'12" W 69.30'N 59°28'42" W

545.55'

N 59°22'46" W 439.91'

N 30°35'50" E 19.96'

N 59°23'52" W 237.01'

D=51°51'04" R=579.97' L=524.85'

CB=N85°19'28"W CH=507.13'

N 21°39'22" W 32.54'

S 62°59'08" W

84.80'N 63°25'55" W46.17'

D=11°10'09" R=489.64' L=95.45'

CB=N40°52'20"W CH=95.30'

°5 1'0

3" E

N 73°18'04" W189.51'

N 73°14'03" W98.66'

N 51°29'57" W 161.62'

D =3

5 °4 4 '2 3

=4 3 5 .0 0 ' L =2 7 1.3 4 '

C B

3 °3 7 '0

2 "W C

H = 2 6 6 .9 6 '

°3 5'

" W

°1 1'

7' N

°0

" E

°0 5'

" E

N 87°17'35" W 101.62'

°0 5'

" E

N 39°20'53" W 162.06'

D=4°03'39" R=505.00' L=35.79'

CB=N25°36'43"W CH=35.78'

N 89°38'16" E 485.17'

D=30°53'02" R=784.09' L=422.65'

CB=S74°55'12"E CH=417.55'

N 18°26'12" E 69.30'

S 74°24'55" E980.04'

N 28°12'44" W

1348.34'

N 25°10'00" W

225.05'

°2 6'

" E

S 83°23'50" E894.44'

X X

XXXXXXXXXXXXXXXXXXXXXXX

X X

XXXXXXX

XXXXXXXXXXX

X X

XXX

X X

XXXXXXXXXXX

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

XXXXXXX

X X

X X X X X X X X

XXXXXXXXXXXXXXXXXXXXXXX

X X X

X X

X X X X

X X X

X X X X X

X X X X

X X X X X X

X X X

X X

X X X X X X X X X X X X X

X X

XXXX

X X

XXX

X X

XXXXX

X X X

O E

X X

D M

U E

O E

OE OE

O E

O T

O E

U T

S 86°30'52" E 187.10'

S 75°37'38" E330.34'

S 41°17'37" E

80.81'

S 39°28'02" E

269.73'

°3 4'0

9" E

9.0

S 59°28'41" E 870.38'

N 60°19'57" W 273.18'

S 60°19'57" E 273.18'

N 70°13'29" W183.98'

S 70°13'29" E183.98'

N 50°05'35" E

386.50'

S 61°05'40" E 176.38'

N 55°27'57" E

605.01'

X X

X X X X

X X

XXXXXXX

XXX

X X

XXX

XXXXXXXXXXXXXXXXXXXXXX

X X

TEMP CONST ACCESS

NSC (W

MSL)

NSC (W

MSL)

NSC (W

MSL)

NSC (W

MSL)

NSC (W

MSL)

NEW PIER NOVEMBER (N

OT IN

CONTRACT)

MEDICAL/DENTAL BLDG

X X

XXXXXXXXXXXXXXXX

X X

X X X

X X

NEW TELECOMUNICATIONS

DUCTBANK IN BASE BLDG

CONTRACT

COAST GUARD

ENCLAVE

LIMITS

COAST GUARD

ENCLAVE

LIMITS

COAST GUARD

ENCLAVE

LIMITS

COAST GUARD

ENCLAVE

LIMITS

COAST GUARD

ENCLAVE

LIMITS

COAST GUARD

ENCLAVE

LIMITS

COAST GUARD

ENCLAVE

LIMITS

COAST GUARD

ENCLAVE

LIMITS

ELEVATION 13±

NEW TELECOMUNICATIONS

DUCTBANK IN BASE BLDG

CONTRACT

G008GSP04

G008GSP11

G008GW001

G008GW002

G008GW003

G008GW004

G008GW005

G008GW006

G008GW04D

G224G16W5

G633GA001

G633GW001

G633GW002

G633GW004

G633GW005

G636GW001

G706GW001

GGDGGW001

GGDGGW01D

GU16GW005

ELEVATION 13±

BAINBRIDGE AVE (LOCATION APPROXIMATE)

TEMPORARY

CONSTRUCTION

ACCESS

X X

XXX

X X

CHH

FFE (1st FLOOR) = 8.0'

BFE = 12.0'DFE = 16.70'

BASE BLDG

(NOT IN CONTRACT)

SOLICITATION NO: CONTRACT NO.:

NOT TO SCALE

INDEX SHEET: FOR REFERENCE ONLY

(EXISTING CONDITIONS AND CONCEPTUAL

CONSTRUCTION FEATURES ARE SHOWN ONLY

FOR SHEET COORDINATION PURPOSES.)

AutoCAD SHX Text

FENCE & GATE

AutoCAD SHX Text

12" ABAN

AutoCAD SHX Text 1.5"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text

DWCB TOP = 5.19 DAMAGED TOP INVERTS INACCESSIBLE

AutoCAD SHX Text

JB TOP = 4.71 FILLED W/ DIRT POSSIBLY ABANDONED

AutoCAD SHX Text

DWCB TOP = 5.35 DAMAGED STRUCTURE CANNOT SEE PIPES

AutoCAD SHX Text

DI TOP = 3.55 CANNOT SEE INVERTS

AutoCAD SHX Text

DI TOP = 3.41 UNK PIPE OUT=0.26

AutoCAD SHX Text

APPROX. DIRECTION

AutoCAD SHX Text

AutoCAD SHX Text -20

AutoCAD SHX Text -25

AutoCAD SHX Text -30

AutoCAD SHX Text -35

AutoCAD SHX Text -40

AutoCAD SHX Text -15

AutoCAD SHX Text -10

AutoCAD SHX Text -5

AutoCAD SHX Text -10

AutoCAD SHX Text -15

AutoCAD SHX Text -20

AutoCAD SHX Text -25

AutoCAD SHX Text -15

AutoCAD SHX Text -20

AutoCAD SHX Text -15

AutoCAD SHX Text -20

AutoCAD SHX Text -25

AutoCAD SHX Text -30

AutoCAD SHX Text -35

AutoCAD SHX Text -40

AutoCAD SHX Text -45

AutoCAD SHX Text -50

AutoCAD SHX Text -45

AutoCAD SHX Text -30

AutoCAD SHX Text -25

AutoCAD SHX Text -20

AutoCAD SHX Text -30

AutoCAD SHX Text

APPROX. DIR

AutoCAD SHX Text

AutoCAD SHX Text C-004

AutoCAD SHX Text C-003

AutoCAD SHX Text

SSMH TOP=5.44 A-20" UNK INV=-1.71 B-6" PVC INV=-3.16 C-20" UNK INV=-4.20

AutoCAD SHX Text C-010

AutoCAD SHX Text

SSMH TOP=5.52 8" IN=0.12 8" OUT=0.02

AutoCAD SHX Text

SSMH TOP=5.50 6" IN=0.40 8" OUT=0.10

AutoCAD SHX Text

SSMH TOP=6.10 12" IN=-3.98 20" OUT=-4.1

AutoCAD SHX Text

SSMH TOP=5.64 INVERTS INACCESSIBLE

AutoCAD SHX Text

SSMH TOP=6.09 INVERTS UNKNOWN

AutoCAD SHX Text

CLF W/ GATE

AutoCAD SHX Text 2"

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text

8" PER PLAN

AutoCAD SHX Text

4" ABAN PER PLAN

AutoCAD SHX Text

DISCHARGE PIPES FROM BLDG SHOWN PER PLAN

AutoCAD SHX Text

PUMP STATION PER PLAN

AutoCAD SHX Text

MISC VAULT PER PLAN

AutoCAD SHX Text

SSMH PER PLAN

AutoCAD SHX Text

8" OUT

AutoCAD SHX Text

UNK SIZE CANNOT FIND PIPE ENDS DUE TO VEGETATION

AutoCAD SHX Text

CLF W/ GATE

AutoCAD SHX Text 4"

AutoCAD SHX Text 3"

AutoCAD SHX Text 8"

AutoCAD SHX Text 2.5"

AutoCAD SHX Text 8"

AutoCAD SHX Text 2"

AutoCAD SHX Text 1.5"

AutoCAD SHX Text

AutoCAD SHX Text C-013

AutoCAD SHX Text C-012

AutoCAD SHX Text C-015

AutoCAD SHX Text C-016

AutoCAD SHX Text

ELECTRICAL EQUIPMENT SHELTER

AutoCAD SHX Text

ELECTRICAL EQUIPMENT SHELTER

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

ABANDONED

AutoCAD SHX Text

ABANDONED

AutoCAD SHX Text S

AutoCAD SHX Text IE(NE)=1.60' 18" RCP IE(SE)=1.56' 18" RCP IE(SW)=1.56' 18" RCP IE(NW)=1.78' 24" RCP

AutoCAD SHX Text S-10

AutoCAD SHX Text

RIM=4.92'

AutoCAD SHX Text S-20

AutoCAD SHX Text

RIM=6.91'

AutoCAD SHX Text

SMH S-13

AutoCAD SHX Text

RIM=6.65'

AutoCAD SHX Text S-14

AutoCAD SHX Text

RIM=6.38'

AutoCAD SHX Text S-6

AutoCAD SHX Text

RIM=5.49'

AutoCAD SHX Text S-4

AutoCAD SHX Text

RIM=7.03'

AutoCAD SHX Text

AutoCAD SHX Text S-16

AutoCAD SHX Text

RIM=6.10'

AutoCAD SHX Text

SMH S-1

AutoCAD SHX Text

RIM=6.81'

AutoCAD SHX Text

SMH S-3

AutoCAD SHX Text

RIM=6.78'

AutoCAD SHX Text

SMH S-2

AutoCAD SHX Text

RIM=7.18'

AutoCAD SHX Text S-8

AutoCAD SHX Text

RIM=6.03'

AutoCAD SHX Text S-9

AutoCAD SHX Text

RIM=5.57'

AutoCAD SHX Text

SSMH S-11

AutoCAD SHX Text

RIM=5.23'

AutoCAD SHX Text S-7

AutoCAD SHX Text

RIM=5.66'

AutoCAD SHX Text

SEE NOTE 3 AT BOTTOM LEFT HAND CORNER.

AutoCAD SHX Text S-15

AutoCAD SHX Text

RIM=6.02'

AutoCAD SHX Text S-19

AutoCAD SHX Text

RIM=6.47'

AutoCAD SHX Text

MH LID STUCK NO DATA OBTAINED

AutoCAD SHX Text

IE(SE)=1.56'

AutoCAD SHX Text

ABANDONED

AutoCAD SHX Text S-5

AutoCAD SHX Text

RIM=6.03'

AutoCAD SHX Text

IE(NE)=(-1.60) 20" CMP IE(SE)=(-1.60) 20" CMP IE(SW)=(-3.54) 20" PIPE

AutoCAD SHX Text

IE(N)=(-1.60) IE(S)=(-3.54)

AutoCAD SHX Text

IE(NW)=(-0.95') 20" PIPE IE(SE)=(-0.93') 20" PIPE IE(SW)=3.17', PIPE IS PLUGGED

AutoCAD SHX Text

IE(NE)=3.93' DROP IE(SE)=(-0.67') IE(S)=(-2.35') IE(W)=(-.073')

AutoCAD SHX Text

IE(N)=1.61, OVF IE(E)=1.77' OVF PIPE BB=(-2.25') STANDING WATER

AutoCAD SHX Text

IE(NE)=(-2.23') IE(S)=(-2.00')

AutoCAD SHX Text S-18

AutoCAD SHX Text

RIM=6.48'

AutoCAD SHX Text

IE(NW)=(-0.76') 20" PIPE IE(SE)=(-0.90) 8" DIP IE(SE)=(-0.84') 20" PIPE

AutoCAD SHX Text

IE(W)=(-4.28) 18" PIPE IE(E)=(-4.46) 18" PIPE

AutoCAD SHX Text IE(NW)=(-3.10') 10" PIPE IE(NE)=(-3.88') 18" PIPE IE(SE)=(-3.84') 18" PIPE IE(SW)=(-2.38') 10" PIPE

AutoCAD SHX Text

IE(W)=(-0.97') 8" PVC IE(SW)=(-3.37') 6" DIP IE(S)=(-0.97')

AutoCAD SHX Text

IE(N)=2.06' 18" RCP IE(E)=2.04' IE(S)=4.34' 18" RCP

AutoCAD SHX Text

IE(NW)=1.73' 24" RCP IE(E)=1.75' 24" RCP

AutoCAD SHX Text

IE(N)=1.47' 18" RCP IE(E)=1.45' 18" RCP

AutoCAD SHX Text IE(NE)=3.17' 18" RCP IE(SE)=2.95' 24" RCP IE(SW)=(-1.01) 18" RCP IE(NW)=3.53 15" RCP

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

IE(NE A) (-1.27) IE(NE B) 0.65' IE(SW)(-1.49')

AutoCAD SHX Text S-17

AutoCAD SHX Text

RIM=7.23'

AutoCAD SHX Text

PEDESTRIAN TURNSTILE

AutoCAD SHX Text

VEHICLE GATE

AutoCAD SHX Text

(NOT IN CONTRACT)

AutoCAD SHX Text

COMMUNICATIONS DUCTBANK (NOT IN CONTRACT)

AutoCAD SHX Text

NEW BULKHEAD (NOT IN CONTRACT)

AutoCAD SHX Text N372037.73 E2321834.01

AutoCAD SHX Text N371603.38 E2321686.98

AutoCAD SHX Text

4" NATURAL GAS

AutoCAD SHX Text

4" NATURAL GAS

AutoCAD SHX Text

4" NATURAL GAS

AutoCAD SHX Text

4" NATURAL GAS

AutoCAD SHX Text

4" NATURAL GAS

AutoCAD SHX Text

4" NATURAL GAS

AutoCAD SHX Text

4" NATURAL GAS

AutoCAD SHX Text

4" NATURAL GAS

AutoCAD SHX Text

4" NATURAL GAS

AutoCAD SHX Text

4" NATURAL GAS

AutoCAD SHX Text

4" NATURAL GAS

AutoCAD SHX Text

4" NATURAL GAS

AutoCAD SHX Text

4" NATURAL GAS

AutoCAD SHX Text N372189.07 E2320612.77

AutoCAD SHX Text

POINT OF BEGINNING N372026.13 E2320379.85

AutoCAD SHX Text N372237.89 E2320439.52

AutoCAD SHX Text N371977.31 E2320553.10

AutoCAD SHX Text 220.00' N15°44'15"E

AutoCAD SHX Text 180.00' S74°15'45"E

AutoCAD SHX Text 220.00' S15°44'15"W

AutoCAD SHX Text 180.00' N74°15'45"W

AutoCAD SHX Text

(LIMITS PER OLDER SURVEY)

AutoCAD SHX Text C-100

AutoCAD SHX Text C-200

AutoCAD SHX Text C-101

AutoCAD SHX Text C-201

AutoCAD SHX Text C-005

AutoCAD SHX Text C-102

AutoCAD SHX Text C-202

AutoCAD SHX Text C-006

AutoCAD SHX Text C-103

AutoCAD SHX Text C-203

AutoCAD SHX Text C-007

AutoCAD SHX Text C-104

AutoCAD SHX Text C-204

AutoCAD SHX Text C-008

AutoCAD SHX Text C-105

AutoCAD SHX Text C-205

AutoCAD SHX Text C-009

AutoCAD SHX Text C-106

AutoCAD SHX Text C-206

AutoCAD SHX Text C-011

AutoCAD SHX Text C-108

AutoCAD SHX Text C-208

AutoCAD SHX Text C-014

AutoCAD SHX Text C-111

AutoCAD SHX Text C-211

AutoCAD SHX Text

ASPHALT PARKING (TO REMAIN)

AutoCAD SHX Text

ASPHALT PARKING (TO REMAIN)

AutoCAD SHX Text

(LIMITS PER OLDER SURVEY)

AutoCAD SHX Text

PIER APPROACH PAVEMENT (NOT IN CONTRACT)

AutoCAD SHX Text

COMMUNICATIONS DUCTBANK (NOT IN CONTRACT)

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text co

AutoCAD SHX Text D

AutoCAD SHX Text co

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

UTILITY INFRASTRUCTURE, ROADS & CLINIC

AutoCAD SHX Text

SECTOR CHARLESTON

AutoCAD SHX Text

NORTH CHARLESTON

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

EXISTING AND CONCEPTUAL CONDITIONS

AutoCAD SHX Text

BASE CHARLESTON

AutoCAD SHX Text C-002

AutoCAD SHX Text 14085367

AutoCAD SHX Text

US COAST GUARD FD & CC

AutoCAD SHX Text

5505 ROBIN HOOD ROAD

AutoCAD SHX Text

NORFOLK, VA 23513

AutoCAD SHX Text 1:1

AutoCAD SHX Text

NTS

AutoCAD SHX Text

US COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

PLOTTING SCALE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

USCG DRAWING N0.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

USCG PROJECT NO.

AutoCAD SHX Text

USCG FILENAME

AutoCAD SHX Text

A/E COMPANY:

AutoCAD SHX Text

CONSULTING A/E:

AutoCAD SHX Text

PROJECT ENGINEER:

AutoCAD SHX Text

A/E PROJECT NO.:

AutoCAD SHX Text

SHEET ID

TMS# 400-00-00-113

SOUTH CAROLINA STATE PORTS AUTHORITY

Remainder Parcel 8 per Plat Book L17, pg 0647

°3 5'

" W

°1 1'

7' N

°0

" E

°0 5'

" E

N 87°17'35" W 101.62'

°0 5'

" E

N 39°20'53" W 162.06'

S 83°23'50" E894.44'

TMS# 400-00-00-087

PALMETTO RAILWAYS

Parcel 9 per Plat Book L17, pg 0647

XXXXXXX

XXXXXXXXXXX

X X

XXX

X X

XXXXXXXXXXX

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

XXXXXXXX

X X

X X X X X X X X

XXXXXXXXXXXXXXXXXXXXXXX

O E

E E

U E

O E

UEOE

O E

D M

U E

O E

COAST GUARD

ENCLAVE

LIMITS

G633GA001

G633GW001

G633GW002

G633GW004

G633GW005

SOLICITATION NO: CONTRACT NO.:

SCALE IN FEET

0 30 60

AutoCAD SHX Text C-003

AutoCAD SHX Text C-004

AutoCAD SHX Text

MATCHLINE

AutoCAD SHX Text C-003

AutoCAD SHX Text C-006

AutoCAD SHX Text

MATCHLINE

AutoCAD SHX Text 4.0

AutoCAD SHX Text 4.2

AutoCAD SHX Text 4.0

AutoCAD SHX Text 5.1

AutoCAD SHX Text 4.1

AutoCAD SHX Text 4.9

AutoCAD SHX Text 5.4

AutoCAD SHX Text 5.8

AutoCAD SHX Text 5.6

AutoCAD SHX Text 5.2

AutoCAD SHX Text 5.5

AutoCAD SHX Text 3.95

AutoCAD SHX Text 3.90

AutoCAD SHX Text 4.00

AutoCAD SHX Text 4.43

AutoCAD SHX Text 4.71

AutoCAD SHX Text 4.91

AutoCAD SHX Text 5.09

AutoCAD SHX Text 5.56

AutoCAD SHX Text 4.81

AutoCAD SHX Text 4.52

AutoCAD SHX Text 4.28

AutoCAD SHX Text 3.66

AutoCAD SHX Text 3.31

AutoCAD SHX Text 3.11

AutoCAD SHX Text 2.90

AutoCAD SHX Text 3.04

AutoCAD SHX Text 3.22

AutoCAD SHX Text 3.33

AutoCAD SHX Text 3.76

AutoCAD SHX Text 4.22

AutoCAD SHX Text 4.42

AutoCAD SHX Text 4.67

AutoCAD SHX Text 5.61

AutoCAD SHX Text 4.13

AutoCAD SHX Text 3.87

AutoCAD SHX Text 3.59

AutoCAD SHX Text 3.11

AutoCAD SHX Text 3.35

AutoCAD SHX Text 3.22

AutoCAD SHX Text 3.57

AutoCAD SHX Text 3.79

AutoCAD SHX Text 4.17

AutoCAD SHX Text 4.55

AutoCAD SHX Text 5.35

AutoCAD SHX Text 4.88

AutoCAD SHX Text 4.36

AutoCAD SHX Text 3.87

AutoCAD SHX Text 3.49

AutoCAD SHX Text 3.71

AutoCAD SHX Text 3.95

AutoCAD SHX Text 3.58

AutoCAD SHX Text 3.45

AutoCAD SHX Text 3.54

AutoCAD SHX Text 3.84

AutoCAD SHX Text 4.16

AutoCAD SHX Text 4.66

AutoCAD SHX Text 5.04

AutoCAD SHX Text 4.93

AutoCAD SHX Text 4.43

AutoCAD SHX Text 4.06

AutoCAD SHX Text 3.74

AutoCAD SHX Text 3.70

AutoCAD SHX Text 4.39

AutoCAD SHX Text 4.53

AutoCAD SHX Text 4.58

AutoCAD SHX Text 4.33

AutoCAD SHX Text 4.49

AutoCAD SHX Text 3.5

AutoCAD SHX Text 3.10

AutoCAD SHX Text 3.04

AutoCAD SHX Text 3.5

AutoCAD SHX Text 2.9

AutoCAD SHX Text 3.04

AutoCAD SHX Text 2.6

AutoCAD SHX Text 4.0

AutoCAD SHX Text 3.9

AutoCAD SHX Text 3.8

AutoCAD SHX Text 4.2

AutoCAD SHX Text 4.1

AutoCAD SHX Text 3.6

AutoCAD SHX Text 3.4

AutoCAD SHX Text 3.7

AutoCAD SHX Text 3.1

AutoCAD SHX Text 3.4

AutoCAD SHX Text 3.8

AutoCAD SHX Text 4.1

AutoCAD SHX Text 3.4

AutoCAD SHX Text 3.1

AutoCAD SHX Text 3.3

AutoCAD SHX Text 3.2

AutoCAD SHX Text 3.1

AutoCAD SHX Text 3.8

AutoCAD SHX Text 4.0

AutoCAD SHX Text 3.7

AutoCAD SHX Text 3.4

AutoCAD SHX Text 3.7

AutoCAD SHX Text 4.1

AutoCAD SHX Text 4.4

AutoCAD SHX Text 4.9

AutoCAD SHX Text 4.8

AutoCAD SHX Text 3.1

AutoCAD SHX Text 3.3

AutoCAD SHX Text 5.0

AutoCAD SHX Text 4.8

AutoCAD SHX Text 3.3

AutoCAD SHX Text 3.5

AutoCAD SHX Text 3.7

AutoCAD SHX Text 7.81

AutoCAD SHX Text 2.6

AutoCAD SHX Text 2.1

AutoCAD SHX Text 2.5

AutoCAD SHX Text 2.6

AutoCAD SHX Text 2.3

AutoCAD SHX Text 3.0

AutoCAD SHX Text 4.29

AutoCAD SHX Text 3.37

AutoCAD SHX Text 3.25

AutoCAD SHX Text 3.34

AutoCAD SHX Text 3.12

AutoCAD SHX Text 3.07

AutoCAD SHX Text 2.93

AutoCAD SHX Text 2.82

AutoCAD SHX Text 2.76

AutoCAD SHX Text 2.93

AutoCAD SHX Text 3.01

AutoCAD SHX Text 3.91

AutoCAD SHX Text 4.63

AutoCAD SHX Text 4.67

AutoCAD SHX Text 4.03

AutoCAD SHX Text 3.78

AutoCAD SHX Text 3.58

AutoCAD SHX Text 3.52

AutoCAD SHX Text 3.31

AutoCAD SHX Text 3.02

AutoCAD SHX Text 3.4

AutoCAD SHX Text 3.3

AutoCAD SHX Text 3.5

AutoCAD SHX Text 3.2

AutoCAD SHX Text 3.8

AutoCAD SHX Text 3.9

AutoCAD SHX Text 3.3

AutoCAD SHX Text 3.0

AutoCAD SHX Text 3.7

AutoCAD SHX Text 3.5

AutoCAD SHX Text 4.7

AutoCAD SHX Text 4.1

AutoCAD SHX Text 4.4

AutoCAD SHX Text 4.9

AutoCAD SHX Text 4.8

AutoCAD SHX Text 5.8

AutoCAD SHX Text 5.6

AutoCAD SHX Text 5.4

AutoCAD SHX Text 5.9

AutoCAD SHX Text 5.4

AutoCAD SHX Text 4.44

AutoCAD SHX Text 4.29

AutoCAD SHX Text 4.40

AutoCAD SHX Text 4.74

AutoCAD SHX Text 4.81

AutoCAD SHX Text 4.45

AutoCAD SHX Text 4.54

AutoCAD SHX Text 4.86

AutoCAD SHX Text 4.92

AutoCAD SHX Text 4.65

AutoCAD SHX Text 4.91

AutoCAD SHX Text 5.09

AutoCAD SHX Text 5.35

AutoCAD SHX Text 5.25

AutoCAD SHX Text 5.59

AutoCAD SHX Text 5.49

AutoCAD SHX Text 4.92

AutoCAD SHX Text 5.25

AutoCAD SHX Text 4.67

AutoCAD SHX Text 4.32

AutoCAD SHX Text 4.10

AutoCAD SHX Text 3.74

AutoCAD SHX Text 4.22

AutoCAD SHX Text 4.58

AutoCAD SHX Text 4.71

AutoCAD SHX Text 4.53

AutoCAD SHX Text 4.92

AutoCAD SHX Text 4.29

AutoCAD SHX Text 5.5

AutoCAD SHX Text 5.7

AutoCAD SHX Text 5.2

AutoCAD SHX Text 5.4

AutoCAD SHX Text 4.9

AutoCAD SHX Text 4.6

AutoCAD SHX Text 4.9

AutoCAD SHX Text 5.2

AutoCAD SHX Text 5.0

AutoCAD SHX Text 5.1

AutoCAD SHX Text 4.6

AutoCAD SHX Text 4.4

AutoCAD SHX Text 4.5

AutoCAD SHX Text 4.7

AutoCAD SHX Text 4.9

AutoCAD SHX Text 5.6

AutoCAD SHX Text 5.2

AutoCAD SHX Text 5.0

AutoCAD SHX Text 4.6

AutoCAD SHX Text 4.5

AutoCAD SHX Text 4.3

AutoCAD SHX Text 4.5

AutoCAD SHX Text 5.1

AutoCAD SHX Text 4.8

AutoCAD SHX Text 4.5

AutoCAD SHX Text 4.3

AutoCAD SHX Text 4.6

AutoCAD SHX Text 4.5

AutoCAD SHX Text 4.78

AutoCAD SHX Text 4.72

AutoCAD SHX Text 4.19

AutoCAD SHX Text 3.86

AutoCAD SHX Text 4.07

AutoCAD SHX Text 4.02

AutoCAD SHX Text 3.68

AutoCAD SHX Text 3.87

AutoCAD SHX Text 3.91

AutoCAD SHX Text 4.56

AutoCAD SHX Text 4.90

AutoCAD SHX Text 4.96

AutoCAD SHX Text 4.75

AutoCAD SHX Text 4.42

AutoCAD SHX Text 3.92

AutoCAD SHX Text 3.75

AutoCAD SHX Text 3.42

AutoCAD SHX Text 4.1

AutoCAD SHX Text 3.7

AutoCAD SHX Text 4.0

AutoCAD SHX Text 4.4

AutoCAD SHX Text 3.52

AutoCAD SHX Text 3.86

AutoCAD SHX Text 4.06

AutoCAD SHX Text 4.52

AutoCAD SHX Text 4.71

AutoCAD SHX Text 4.61

AutoCAD SHX Text 4.21

AutoCAD SHX Text 3.89

AutoCAD SHX Text 3.68

AutoCAD SHX Text 3.84

AutoCAD SHX Text 3.9

AutoCAD SHX Text 3.6

AutoCAD SHX Text 4.2

AutoCAD SHX Text 4.02

AutoCAD SHX Text 4.13

AutoCAD SHX Text 4.23

AutoCAD SHX Text 4.60

AutoCAD SHX Text 4.40

AutoCAD SHX Text 4.14

AutoCAD SHX Text 4.25

AutoCAD SHX Text 4.5

AutoCAD SHX Text 3.6

AutoCAD SHX Text 4.0

AutoCAD SHX Text 4.6

AutoCAD SHX Text 5.3

AutoCAD SHX Text 4.64

AutoCAD SHX Text 4.56

AutoCAD SHX Text 5.07

AutoCAD SHX Text 4.89

AutoCAD SHX Text 4.29

AutoCAD SHX Text 4.45

AutoCAD SHX Text 4.7

AutoCAD SHX Text 4.6

AutoCAD SHX Text 4.7

AutoCAD SHX Text 4.6

AutoCAD SHX Text 5.3

AutoCAD SHX Text 4.5

AutoCAD SHX Text 4.12

AutoCAD SHX Text 4.18

AutoCAD SHX Text 4.28

AutoCAD SHX Text 4.06

AutoCAD SHX Text 4.13

AutoCAD SHX Text 5.3

AutoCAD SHX Text 4.3

AutoCAD SHX Text 4.2

AutoCAD SHX Text 4.3

AutoCAD SHX Text 4.7

AutoCAD SHX Text 4.6

AutoCAD SHX Text 5.14

AutoCAD SHX Text 4.21

AutoCAD SHX Text 4.04

AutoCAD SHX Text 4.08

AutoCAD SHX Text 4.10

AutoCAD SHX Text 4.06

AutoCAD SHX Text 4.6

AutoCAD SHX Text 5.0

AutoCAD SHX Text 4.7

AutoCAD SHX Text 5.8

AutoCAD SHX Text 4.0

AutoCAD SHX Text 4.2

AutoCAD SHX Text 4.1

AutoCAD SHX Text 4.2

AutoCAD SHX Text 4.4

AutoCAD SHX Text 4.8

AutoCAD SHX Text 4.3

AutoCAD SHX Text 3.05

AutoCAD SHX Text 4.62

AutoCAD SHX Text 4.37

AutoCAD SHX Text 3.82

AutoCAD SHX Text 3.81

AutoCAD SHX Text 3.85

AutoCAD SHX Text 4.22

AutoCAD SHX Text 4.18

AutoCAD SHX Text 3.91

AutoCAD SHX Text 3.74

AutoCAD SHX Text 4.29

AutoCAD SHX Text 4.56

AutoCAD SHX Text 4.62

AutoCAD SHX Text 4.41

AutoCAD SHX Text 4.02

AutoCAD SHX Text 4.32

AutoCAD SHX Text 4.21

AutoCAD SHX Text 3.71

AutoCAD SHX Text 3.78

AutoCAD SHX Text 3.26

AutoCAD SHX Text 3.83

AutoCAD SHX Text 3.57

AutoCAD SHX Text 3.78

AutoCAD SHX Text 3.74

AutoCAD SHX Text 4.17

AutoCAD SHX Text 4.21

AutoCAD SHX Text 3.84

AutoCAD SHX Text 3.76

AutoCAD SHX Text 3.77

AutoCAD SHX Text 3.87

AutoCAD SHX Text 4.30

AutoCAD SHX Text 4.19

AutoCAD SHX Text 3.98

AutoCAD SHX Text 3.74

AutoCAD SHX Text 3.85

AutoCAD SHX Text 3.79

AutoCAD SHX Text 3.76

AutoCAD SHX Text 4.02

AutoCAD SHX Text 4.12

AutoCAD SHX Text 4.20

AutoCAD SHX Text 3.79

AutoCAD SHX Text 3.76

AutoCAD SHX Text 3.91

AutoCAD SHX Text 4.09

AutoCAD SHX Text 3.74

AutoCAD SHX Text 4.10

AutoCAD SHX Text 4.24

AutoCAD SHX Text 4.03

AutoCAD SHX Text 3.76

AutoCAD SHX Text 3.62

AutoCAD SHX Text 3.59

AutoCAD SHX Text 3.77

AutoCAD SHX Text 4.13

AutoCAD SHX Text 4.31

AutoCAD SHX Text 4.07

AutoCAD SHX Text 3.97

AutoCAD SHX Text 4.34

AutoCAD SHX Text 4.43

AutoCAD SHX Text 4.19

AutoCAD SHX Text 4.23

AutoCAD SHX Text 4.26

AutoCAD SHX Text 3.95

AutoCAD SHX Text 3.66

AutoCAD SHX Text 3.55

AutoCAD SHX Text 5.1

AutoCAD SHX Text 3.59

AutoCAD SHX Text 3.63

AutoCAD SHX Text 3.93

AutoCAD SHX Text 4.11

AutoCAD SHX Text 4.29

AutoCAD SHX Text 4.15

AutoCAD SHX Text 4.33

AutoCAD SHX Text 4.30

AutoCAD SHX Text 4.09

AutoCAD SHX Text 4.10

AutoCAD SHX Text 4.08

AutoCAD SHX Text 3.87

AutoCAD SHX Text 3.71

AutoCAD SHX Text 3.63

AutoCAD SHX Text 3.56

AutoCAD SHX Text 3.47

AutoCAD SHX Text 3.72

AutoCAD SHX Text 3.91

AutoCAD SHX Text 4.02

AutoCAD SHX Text 4.12

AutoCAD SHX Text 4.10

AutoCAD SHX Text 4.45

AutoCAD SHX Text 4.43

AutoCAD SHX Text 4.65

AutoCAD SHX Text 4.48

AutoCAD SHX Text 4.34

AutoCAD SHX Text 4.21

AutoCAD SHX Text 4.17

AutoCAD SHX Text 3.94

AutoCAD SHX Text 3.75

AutoCAD SHX Text 3.35

AutoCAD SHX Text 3.85

AutoCAD SHX Text 3.97

AutoCAD SHX Text 4.16

AutoCAD SHX Text 4.27

AutoCAD SHX Text 4.47

AutoCAD SHX Text 4.61

AutoCAD SHX Text 4.79

AutoCAD SHX Text 5.07

AutoCAD SHX Text 5.02

AutoCAD SHX Text 4.85

AutoCAD SHX Text 4.63

AutoCAD SHX Text 4.40

AutoCAD SHX Text 4.33

AutoCAD SHX Text 4.22

AutoCAD SHX Text 4.26

AutoCAD SHX Text 4.57

AutoCAD SHX Text 4.77

AutoCAD SHX Text 4.75

AutoCAD SHX Text 4.83

AutoCAD SHX Text 5.05

AutoCAD SHX Text 5.30

AutoCAD SHX Text 5.56

AutoCAD SHX Text 4.4

AutoCAD SHX Text 4.6

AutoCAD SHX Text 3.9

AutoCAD SHX Text 4.29

AutoCAD SHX Text 3.70

AutoCAD SHX Text 3.93

AutoCAD SHX Text 3.8

AutoCAD SHX Text 3.5

AutoCAD SHX Text 3.3

AutoCAD SHX Text 3.5

AutoCAD SHX Text 3.6

AutoCAD SHX Text 3.4

AutoCAD SHX Text 3.5

AutoCAD SHX Text 4.2

AutoCAD SHX Text 4.1

AutoCAD SHX Text 3.9

AutoCAD SHX Text 4.0

AutoCAD SHX Text 3.9

AutoCAD SHX Text 3.98

AutoCAD SHX Text 4.12

AutoCAD SHX Text 4.80

AutoCAD SHX Text 5.23

AutoCAD SHX Text 4.9

AutoCAD SHX Text 4.3

AutoCAD SHX Text 4.6

AutoCAD SHX Text 3.82

AutoCAD SHX Text 3.98

AutoCAD SHX Text 4.00

AutoCAD SHX Text 3.88

AutoCAD SHX Text 5.1

AutoCAD SHX Text 4.9

AutoCAD SHX Text 3.95

AutoCAD SHX Text 5.3

AutoCAD SHX Text 3.9

AutoCAD SHX Text 3.7

AutoCAD SHX Text 3.6

AutoCAD SHX Text 3.9

AutoCAD SHX Text 4.1

AutoCAD SHX Text 4.2

AutoCAD SHX Text 4.3

AutoCAD SHX Text 4.1

AutoCAD SHX Text 4.2

AutoCAD SHX Text 4.3

AutoCAD SHX Text 3.9

AutoCAD SHX Text 3.8

AutoCAD SHX Text 4.5

AutoCAD SHX Text 4.3

AutoCAD SHX Text 4.0

AutoCAD SHX Text 4.4

AutoCAD SHX Text 4.5

AutoCAD SHX Text 4.3

AutoCAD SHX Text 4.5

AutoCAD SHX Text 4.3

AutoCAD SHX Text 3.9

AutoCAD SHX Text 4.0

AutoCAD SHX Text 4.6

AutoCAD SHX Text 4.3

AutoCAD SHX Text 4.5

AutoCAD SHX Text 4.4

AutoCAD SHX Text 4.3

AutoCAD SHX Text 4.4

AutoCAD SHX Text 4.6

AutoCAD SHX Text 4.4

AutoCAD SHX Text 4.2

AutoCAD SHX Text 4.8

AutoCAD SHX Text 4.3

AutoCAD SHX Text

5/8" RBF

AutoCAD SHX Text

1/2" RBF

AutoCAD SHX Text

1/2" RBF W/ CAP (ILLEGIBLE)

AutoCAD SHX Text

UNKNOWN MANHOLE POSSIBLY ABANDONED CANNOT SEE INVERTS

AutoCAD SHX Text

SSMH TOP=4.02 2" STEEL INV=0.52 8" STEEL INV=0.04

AutoCAD SHX Text

18" CMP INV = 3.38

AutoCAD SHX Text

DWCB TOP = 3.68 10" OUT=1.18

AutoCAD SHX Text

DWCB TOP = 4.42 10" INV=-0.58

AutoCAD SHX Text

18" CMP INV = 1.29

AutoCAD SHX Text

18" CMP INV = 1.45

AutoCAD SHX Text

GAS MARKER

AutoCAD SHX Text

GAS

AutoCAD SHX Text

MARKER

AutoCAD SHX Text

GAS MARKER

AutoCAD SHX Text

FFE=8.43

AutoCAD SHX Text

CLF W/ GATE

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

CURB

AutoCAD SHX Text 2"

AutoCAD SHX Text

2" FORCE MAIN

AutoCAD SHX Text

8" GRAVITY PER PLAN

AutoCAD SHX Text

8" PER PLAN

AutoCAD SHX Text

8" PER PLAN

AutoCAD SHX Text

MISC VAULT

AutoCAD SHX Text

4" ABAN PER PLAN

AutoCAD SHX Text

DISCHARGE PIPES FROM BLDG SHOWN PER PLAN

AutoCAD SHX Text

PUMP STATION PER PLAN

AutoCAD SHX Text

MISC VAULT PER PLAN

AutoCAD SHX Text

DISCHARGE PIPES FROM BLDG SHOWN PER PLAN

AutoCAD SHX Text

10" OUT

AutoCAD SHX Text

CB NOT LOCATED (ADDED PER PLAN)

AutoCAD SHX Text

CB NOT LOCATED (ADDED PER PLAN)

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CLF W/ GATE

AutoCAD SHX Text 3"

AutoCAD SHX Text 4"

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text

GUARD SHACK

AutoCAD SHX Text 12"

AutoCAD SHX Text 16"

AutoCAD SHX Text 8"

AutoCAD SHX Text

PVMT PARKING

AutoCAD SHX Text

PVMT PARKING

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC SW

AutoCAD SHX Text

GRAVEL/DIRT

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CLF

AutoCAD SHX Text

CONC LOADING RAMP

AutoCAD SHX Text

CONC LOADING RAMP

AutoCAD SHX Text

CONC

AutoCAD SHX Text

WETLAND AREA (W-DS-13 PEM)

AutoCAD SHX Text

WETLAND AREA (W-DS-17 PFO)

AutoCAD SHX Text

PERENNIAL STREAM (S-DS-5)

AutoCAD SHX Text 5.82

AutoCAD SHX Text 4.85

AutoCAD SHX Text 5.91

AutoCAD SHX Text 8.35

AutoCAD SHX Text 8.27

AutoCAD SHX Text 3.96

AutoCAD SHX Text 8.01

AutoCAD SHX Text 6.85

AutoCAD SHX Text 7.63

AutoCAD SHX Text 7.84

AutoCAD SHX Text 7.87

AutoCAD SHX Text 7.34

AutoCAD SHX Text

RAISED CONC

AutoCAD SHX Text

DISCHARGE PIPES FROM BLDG SHOWN PER PLAN

AutoCAD SHX Text

CONC SW

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC LOADING RAMP

AutoCAD SHX Text

CONC LOADING RAMP

AutoCAD SHX Text

CONC

AutoCAD SHX Text

4" NATURAL GAS

AutoCAD SHX Text

4" NATURAL GAS

AutoCAD SHX Text

4" NATURAL GAS

AutoCAD SHX Text

4" NATURAL GAS

AutoCAD SHX Text N

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

UTILITY INFRASTRUCTURE, ROADS & CLINIC

AutoCAD SHX Text

SECTOR CHARLESTON

AutoCAD SHX Text

NORTH CHARLESTON

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

EXISTING CONDITIONS

AutoCAD SHX Text

BASE CHARLESTON

AutoCAD SHX Text C-003

AutoCAD SHX Text 14085367

AutoCAD SHX Text

US COAST GUARD FD & CC

AutoCAD SHX Text

5505 ROBIN HOOD ROAD

AutoCAD SHX Text

NORFOLK, VA 23513

AutoCAD SHX Text 1:1

AutoCAD SHX Text

NTS

AutoCAD SHX Text

US COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

PLOTTING SCALE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

USCG DRAWING N0.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

USCG PROJECT NO.

AutoCAD SHX Text

USCG FILENAME

AutoCAD SHX Text

A/E COMPANY:

AutoCAD SHX Text

CONSULTING A/E:

AutoCAD SHX Text

PROJECT ENGINEER:

AutoCAD SHX Text

A/E PROJECT NO.:

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text C-004

AutoCAD SHX Text C-003

AutoCAD SHX Text C-010

AutoCAD SHX Text C-013

AutoCAD SHX Text C-012

AutoCAD SHX Text C-015

AutoCAD SHX Text C-016

AutoCAD SHX Text C-100

AutoCAD SHX Text C-200

AutoCAD SHX Text C-101

AutoCAD SHX Text C-201

AutoCAD SHX Text C-005

AutoCAD SHX Text C-102

AutoCAD SHX Text C-202

AutoCAD SHX Text C-006

AutoCAD SHX Text C-103

AutoCAD SHX Text C-203

AutoCAD SHX Text C-007

AutoCAD SHX Text C-104

AutoCAD SHX Text C-204

AutoCAD SHX Text C-008

AutoCAD SHX Text C-105

AutoCAD SHX Text C-205

AutoCAD SHX Text C-009

AutoCAD SHX Text C-106

AutoCAD SHX Text C-206

AutoCAD SHX Text C-011

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 Sep 23, 2025.