_CIVIL.B332 RFP Revised.pdf

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Solicitation N4008526R0187 MULTIPLE BARRACKS RENOVATION AT SOUTH CAROLINA MARINE CORPS BASES
Solicitation number
N4008526R0187
Issued by

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This is a Request for Proposal (RFP) Design Submittal for repair and renovation work at Building 332, Marine Corps Recruit Depot (MCRD), Parris Island, South Carolina. The project is under the Department of the Navy, Naval Facilities Engineering Command (NAVFAC), with project number 80091.

The design submittal includes comprehensive civil engineering drawings prepared by ADC Engineering dated June 30, 2026, marked as preliminary and not for construction. Deliverables encompass a topographic survey, demolition plan (CD101), site plan (CS101), grading plan (CG101), utility plan (CU101), initial and final erosion control plans (CE101, CE102), and detailed civil specifications (C-501, C-502). The plans address site preparation, demolition of existing structures, grading and drainage improvements, utility connections including water and sewer infrastructure, erosion and sediment control measures, pavement details, accessibility compliance (ADA), parking configurations, sidewalk ramps, and stormwater pollution prevention plan (SWPPP) implementation. Key details include asphalt and concrete pavement sections, expansion joints, curb and gutter specifications, accessible parking and signage requirements, temporary sediment and erosion control devices (silt fencing, filter sacks, sediment traps), and tree protection measures. The drawings reference compliance with site-specific environmental requirements and utility coordination protocols necessary for the construction project at this military installation.

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Other files

File Type Posted
Amendment 0011.pdf PDF
Amendment 0011 PPI response.pdf PDF
Amendment 0010.pdf PDF
Amendment 0009 PPI Responses.pdf PDF
Amendment 0009.pdf PDF
Amendment 0008.pdf PDF
2501 2026.08.25 Revised Documents for PPIs.pdf PDF
2501 2026.08.25 Continuation Sheet.pdf PDF
Amendment 0007.pdf PDF
PI B332 RFP - Revised FP Sheets.pdf PDF
Amendment 0006.pdf PDF
Amendment 0006 PPI Responses.pdf PDF
Amendment 0005.pdf PDF
Amendment 0005 PPI Responses.pdf PDF
Parris Island B332 Site Visit Sheet.pdf PDF
Amendment 0004.pdf PDF
Beaufort Site Visit Sheet 1245 and 1246.pdf PDF
Amendment 0003.pdf PDF
Amendment 0003 Revised Price Proposal Schedule.pdf PDF
Amendment 0002.pdf PDF
Amendment 0002 Revised Price Proposal Schedule.pdf PDF
Attachment K - PI2501M Bldg 332.pdf PDF
Attachment J5 - 18619-18954-ASBUILT.pdf PDF
Attachment J7 - Bldg 1244-1248 Fl-Dim-Evac.pdf PDF
Attachment J6 - 18918-18954.pdf PDF
Attachment J4 - 13943-14077Part2.pdf PDF
Attachment J1 - Drawings 1246.pdf PDF
Amendment 0001.pdf PDF
Attachment J2 - Drawings 1245.pdf PDF
Attachment J3 - 13943-14077Part1.pdf PDF
Attachment A - Drawings and Specs Bldg 1245 and 1246.pdf PDF
Attachment B - SOW Bldg 1245 and 1246.pdf PDF
Attachment F - PIEE Vendor Access Instructions.pdf PDF
Attachment E - Pre-Proposal Inquiry Log.xlsx XLSX spreadsheet
Attachment H - SECNAV 5512.pdf PDF
Attachment C - Price Proposal Schedule.pdf PDF
N4008526R0187 General Requirements.pdf PDF
Attachment D - Davis-Bacon Act WD SC20260008.pdf PDF
Attachment G - Contractor Base Access Request Form Bldg 1245 and 1246.docx DOCX document
Attachment I - MCRD VISIT REQUEST.xlsx XLSX spreadsheet
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ENGINEERING

1226 YEAMANS HALL ROAD

HANAHAN, SC 29410

843-566-0161

ADCENGINEERING.COM

SDD

JKW

JKW

DO NOT USE FO

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CONSTRUCTION

PRELIMINARY

30 June 2026

REPAIR BUILDING 332

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N A V F A C DRAWING NO.

AS NOTED

SYM. DESCRIPTION DATE APP.

REVISIONS

P.W. DWG. NO.

DRAWN BY

CHECKED BY

SUPERVISOR

APPROVED DATE

ENGINEERING DIRECTOR

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

PARRIS ISLAND, S.C.

MARINE CORPS RECRUIT DEPOT

SCALE

HQMC

PROJ. NO.

SIZE

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CODE IDENT. NO.

CONSTR. CONTR. NO.

SHEET

80091

RFP DESIGN SUBMITTAL

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CIVIL LEGEND, ABBREVIATIONS & NOTES

AutoCAD SHX Text CIVIL ABBREVIATIONS BM BENCHMARK BENCHMARK BMP EROSION CONTROL BEST MANAGEMENT EROSION CONTROL BEST MANAGEMENT PRACTICES BTTM BOTTOM BOTTOM BW BOTH WAYS BOTH WAYS CB CATCH BASIN CATCH BASIN CGP NPDES CONSTRUCTION GENERAL PERMIT NPDES CONSTRUCTION GENERAL PERMIT SCR 100000 CI CURB INLET CURB INLET CI CAST IRON CAST IRON CIP CAST IRON PIPE CAST IRON PIPE CL CENTERLINE CENTERLINE CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CO CLEANOUT CLEANOUT CONC CONCRETE CONCRETE CY CUBIC YARDS CUBIC YARDS DCVA DOUBLE CHECK VALVE ASSEMBLY DOUBLE CHECK VALVE ASSEMBLY DI DROP INLET DROP INLET DIA DIAMETER DIAMETER DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DS DOWNSPOUT DOWNSPOUT EL ELEVATION ELEVATION EW EACH WAY EACH WAY EXST EXISTING EXISTING FFE FINISHED FLOOR ELEVATION FINISHED FLOOR ELEVATION FG FINISHED GRADE FINISHED GRADE FH FIRE HYDRANT FIRE HYDRANT FIN FINISHED FINISHED FM FORCE MAIN FORCE MAIN GI GRATE INLET GRATE INLET HDPE HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE IAW IN ACCORDANCE WITH IN ACCORDANCE WITH IE INVERT ELEVATION INVERT ELEVATION JB JUNCTION BOX JUNCTION BOX LF LINEAR FEET LINEAR FEET LP LIGHT POLE LIGHT POLE MATL MATERIAL MATERIAL MAX MAXIMUM MAXIMUM MH MANHOLE MANHOLE MIN MINIMUM MINIMUM NIC NOT IN CONTRACT NOT IN CONTRACT NOI NOTICE OF INTENT NOTICE OF INTENT NOT NOTICE OF TERMINATION NOTICE OF TERMINATION NPDES NATIONAL POLLUTANT DISCHARGE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NTS NOT TO SCALE NOT TO SCALE OC ON CENTER ON CENTER ODSA OPERATOR OF DAY TO DAY SITE OPERATOR OF DAY TO DAY SITE ACTIVITIES PC POINT OF CURVATURE POINT OF CURVATURE PCC PORTLAND CEMENT CONCRETE PORTLAND CEMENT CONCRETE PP POWER POLE POWER POLE PT POINT OF TANGENT POINT OF TANGENT PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE PVMT PAVEMENT PAVEMENT RAD RADIUS RADIUS RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RD ROOF DRAIN ROOF DRAIN REQD REQUIRED REQUIRED RPBP REDUCED PRESSURE BACKFLOW REDUCED PRESSURE BACKFLOW PREVENTER R/W RIGHT OF WAY RIGHT OF WAY SABC STABILIZED AGGREGATE BASE COURSE STABILIZED AGGREGATE BASE COURSE SB SILT BARRIER SILT BARRIER SCDHEC SOUTH CAROLINA DEPT OF HEALTH AND SOUTH CAROLINA DEPT OF HEALTH AND ENVIRONMENTAL CONTROL SCDOT SOUTH CAROLINA DEPT OF SOUTH CAROLINA DEPT OF TRANSPORTATION SD STORM DRAINAGE STORM DRAINAGE SF SQUARE FEET SQUARE FEET SS SANITARY SEWER SERVICE SANITARY SEWER SERVICE STA STATION STATION SWPPP STORM WATER POLLUTION PREVENTION STORM WATER POLLUTION PREVENTION PLAN TBM TEMPORARY BENCH MARK TEMPORARY BENCH MARK TC TOP OF CURB TOP OF CURB TG TOP OF GUTTER TOP OF GUTTER TP TOP OF PAVEMENT TOP OF PAVEMENT TYP TYPICAL TYPICAL VC VITRIFIED CLAY VITRIFIED CLAY W WATER WATER W/ WITH WITH WS WATER SERVICE WATER SERVICE WV WATER VALVEWATER VALVE

AutoCAD SHX Text ARCHAEOLOGICAL NOTICE TO CONTRACTOR: 1. IN THE EVENT THAT ANY HISTORIC OR CULTURAL RESOURCES AND/OR ARCHAEOLOGICAL MATERIALS ARE FOUND DURING THE IN THE EVENT THAT ANY HISTORIC OR CULTURAL RESOURCES AND/OR ARCHAEOLOGICAL MATERIALS ARE FOUND DURING THE COURSE OF WORK, THE APPLICANT MUST NOTIFY THE STATE HISTORIC PRESERVATION OFFICE AND THE SOUTH CAROLINA INSTITUTE OF ARCHAEOLOGY AND ANTHROPOLOGY. HISTORIC OR CULTURAL RESOURCES CONSIST OF THOSE SITES LISTED IN THE NATIONAL REGISTER OF HISTORIC PLACES AND THOSE SITES THAT ARE ELIGIBLE FOR THE NATIONAL REGISTER. ARCHAEOLOGICAL MATERIALS CONSIST OF ANY ITEMS, FIFTY YEARS OLD OR OLDER, WHICH WERE MADE OR USED BY MAN. THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO, STONE PROJECTILE POINTS (ARROWHEADS), CERAMIC SHARDS, BRICKS, WORKED WOOD, BONE AND STONE, METAL AND GLASS OBJECTS, AND HUMAN SKELETAL MATERIALS. 2. IF UNANTICIPATED CULTURAL MATERIALS (E.G., LARGE, INTACT ARTIFACTS OR ANIMAL BONES; LARGE CLUSTERS OF ARTIFACTS IF UNANTICIPATED CULTURAL MATERIALS (E.G., LARGE, INTACT ARTIFACTS OR ANIMAL BONES; LARGE CLUSTERS OF ARTIFACTS OR ANIMAL BONES; LARGE SOILS STAINS OR PATTERNS OF SOIL STAINS; BURIED BRICK OR STONE STRUCTURES; CLUSTERS OF BRICK OR STONE) OR HUMAN SKELETAL REMAINS ARE DISCOVERED PRIOR TO OR DURING LAND ALTERING OR CONSTRUCTION ACTIVITIES, THEN THE APPLICANT WILL TEMPORARILY HALT ANY ACTIVITIES AND IMMEDIATELY NOTIFY SCDHEC-OCRM AND THE SHPO OF THE LATE DISCOVERIES. 3. IF HUMAN REMAINS ARE DISCOVERED ALL GROUND DISTURBANCE IN THE AREA WILL HALT IMMEDIATELY AND A 50-FOOT BUFFER IF HUMAN REMAINS ARE DISCOVERED ALL GROUND DISTURBANCE IN THE AREA WILL HALT IMMEDIATELY AND A 50-FOOT BUFFER WILL BE ESTABLISHED AROUND THE DISCOVERY. THE APPLICANT SHALL NOTIFY THE COUNTY CORONER, SCDHEC-OCRM, THE SHPO, AND THE STATE ARCHAEOLOGIST WITHIN TWO (2) BUSINESS DAYS OF THE DISCOVERY. EACH OF THESE PARTIES HAS TWO (2) BUSINESS DAYS TO RESPOND. THE PARTIES SHALL ATTEMPT TO REACH A CONSENSUS ON THE TREATMENT OF THE HUMAN REMAINS. IF A CONSENSUS IS REACHED, GROUND DISTURBING ACTIVITIES MAY RESUME ONCE THE CONDITIONS OF THE AGREEMENT ARE MET. NO PHOTOGRAPHS ARE TO BE TAKEN OF THE BURIAL, HUMAN REMAINS AND/OR FUNERARY OBJECTS AT ANY TIME. HUMAN REMAINS AND BURIAL GROUNDS ARE ALSO SUBJECT TO SOUTH CAROLINA LAW THAT ADDRESSES ABANDONED CEMETERIES AND BURIALS, INCLUDING BUT NOT LIMITED TO S.C. CODE ANN. §§ 27-43-10 TO 27-43-30, 16-17-600, AND 61-19-29. 4. AGENCY CONTACT INFORMATION IS AS FOLLOWS: AGENCY CONTACT INFORMATION IS AS FOLLOWS: SCDHEC-OCRM COASTAL ZONE CONSISTENCY: 843-953-0200 SCDAH STATE HISTORIC PRESERVATION OFFICE (SHPO): 803-896-6196 SCIAA / STATE ARCHAEOLOGIST: 803-576-6560 CHARLESTON COUNTY CORONER'S OFFICE: 843-746-4030

AutoCAD SHX Text BJWSA SITE UTILITY GENERAL NOTES: GENERAL NOTES: 1. ANY BEAUFORT JASPER WATER & SEWER AUTHORITY (BJWSA) WATER OR SEWER ANY BEAUFORT JASPER WATER & SEWER AUTHORITY (BJWSA) WATER OR SEWER SYSTEM WORK MUST BE INSPECTED BY BJWSA PRIOR TO BACKFILLING TRENCH. 2. THE CONTRACTOR MUST HIRE A THIRD PARTY UTILITY LOCATE COMPANY TO THE CONTRACTOR MUST HIRE A THIRD PARTY UTILITY LOCATE COMPANY TO LOCATE AND MARK ALL SUBSURFACE OR OTHER NOTEWORTHY ITEMS FOR AWARENESS DURING CONSTRUCTION. ITEMS FOR LOCATING INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: ELECTRIC LINES/COMPONENTS, WATER LINES/COMPONENTS, SEWER LINES/COMPONENTS, TELECOMMUNICATION LINES/COMPONENTS, ETC. 3. CONTRACTOR TO CALL PUPS, 811 OR (888) 721-7877, BEFORE ANY EXCAVATION CONTRACTOR TO CALL PUPS, 811 OR (888) 721-7877, BEFORE ANY EXCAVATION AND SUBMIT AN MCRD PI DIG PERMIT TO THE CONTRACTING OFFICER FOR EXECUTION. SOUTH CAROLINA STATE LAW REQUIRES ANY ACTIVITY THAT RESULTS IN THE MOVEMENT OR REMOVAL OF EARTH, ROCK OR OTHER MATERIALS IN OR ON THE GROUND REQUIRES THE EXCAVATOR TO CONTACT THE UTILITY COMPANY OR ONE CALL CENTER WITH ADEQUATE INFORMATION REGARDING THE DIG. EACH EXCAVATOR IS REQUIRED TO WAIT 72-HOURS OR 3 BUSINESS DAYS BEFORE STARTING THE DIGGING WORK. 4. COORDINATE ALL BEAUFORT JASPER WATER & SEWER AUTHORITY (BJWSA) COORDINATE ALL BEAUFORT JASPER WATER & SEWER AUTHORITY (BJWSA) SYSTEM ALTERATIONS AND NEW WORK WITH FEAD PI BJWSA COR AND BJWSA. COORDINATE TERMINATION OF WATER AND SANITARY SEWER WORK WITH FEAD PI BJWSA COR PRIOR TO EXECUTING WORK. PAYMENT OF ALL COSTS AND FEES ASSOCIATED WITH BJWSA REQUIREMENTS NECESSARY TO COMPLETE CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. TYPES OF BJWSA COSTS OR FEES THE CONTRACTOR IS RESPONSIBLE FOR INCLUDE, BUT MAY NOT BE LIMITED TO: SITE INSPECTION VISITS TO INSPECT DEMOLITION OR NEW WORK; AS-BUILT DRAWING UPDATES AND OVERALL INSPECTION; TESTING AND CERTIFICATIONS. THE CONTRACTOR MUST BE FAMILIAR WITH ALL BJWSA SPECIFICATIONS, MATERIAL, WORKMANSHIP, INFORMATION, AND PROCEDURES. ANY WORK ASSOCIATED WITH THE BJWSA SYSTEM MUST BE PERFORMED BY A SC CERTIFIED UTILITY CONTRACTOR. A COPY OF THE CONTRACTOR'S SC UTILITY CONTRACTOR CERTIFICATION SHALL BE SUBMITTED TO THE GOVERNMENT AND BJWSA FOR REVIEW AND APPROVAL. ALL WATER AND SEWER MATERIAL AND TEST SUBMITTALS WILL HAVE ADDITIONAL DISTRIBUTION TO BJWSA FOR THEIR REVIEW AND APPROVAL AS PART OF THE GOVERNMENT SUBMITTAL REVIEW AND APPROVAL PROCESS. 5. ALL UTILITY WORK MUST BE PERFORMED IN ACCORDANCE WITH THE ALL UTILITY WORK MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF BJWSA. WHERE DISCREPANCIES EXIST BETWEEN THESE DOCUMENTS AND BJWSA REQUIREMENTS, THE REQUIREMENTS OF BJWSA MUST BE STRICTLY ADHERED TO. BJWSA: 6 SNAKE RD, OKATIE, SC 29909. PH 843-987-9229

AutoCAD SHX Text STORAGE TANKS NOTICE TO CONTRACTOR: PARRIS ISLAND BASIC REQUIREMENTS: 1. ABOVE GROUND CONTAINERS (INCLUDING GENERATORS, TRANSFORMERS, TOTES, AND DRUMS) WITH A CAPACITY OF 55 GALLONS ABOVE GROUND CONTAINERS (INCLUDING GENERATORS, TRANSFORMERS, TOTES, AND DRUMS) WITH A CAPACITY OF 55 GALLONS OR MORE REQUIRE WEEKLY INSPECTIONS. THE PURPOSE OF THIS INSPECTION IS TO MONITOR THE TANK FOR LEAKS, CORROSION, OR OTHER SIGNS OF A DISCHARGE. 2. ABOVE GROUND BULK STORAGE CONTAINERS (INCLUDING GENERATORS) USED AT THE PROJECT SITE MUST BE DOUBLE-WALLED ABOVE GROUND BULK STORAGE CONTAINERS (INCLUDING GENERATORS) USED AT THE PROJECT SITE MUST BE DOUBLE-WALLED AND PROPERLY GROUNDED. THE INTERSTITIAL SPACE MUST BE MONITORED FOR LEAKS/WATER AS PART OF THE REQUIRED WEEKLY INSPECTION. 3. ANY PORTABLE CONTAINERS (DRUMS, TOTES, ETC.) USED AT THE SITE MUST HAVE SECONDARY CONTAINMENT AND BE PROPERLY ANY PORTABLE CONTAINERS (DRUMS, TOTES, ETC.) USED AT THE SITE MUST HAVE SECONDARY CONTAINMENT AND BE PROPERLY GROUNDED. 4. FUELING AND MINOR EQUIPMENT MAINTENANCE WILL TAKE PLACE WITHIN EXISTING PAVED AREAS OR IDENTIFIED LAYDOWN AREAS, FUELING AND MINOR EQUIPMENT MAINTENANCE WILL TAKE PLACE WITHIN EXISTING PAVED AREAS OR IDENTIFIED LAYDOWN AREAS, AND OCCUR 50 FEET AWAY FROM DRAINAGE SYSTEMS. A SPILL KIT WILL BE PRESENT AT ANY EQUIPMENT MAINTENANCE OPERATIONS. DEMOLISHING EXISTING EQUIPMENT: 1. PRIOR TO DEMOLITION, NOTIFY ENVIRONMENTAL DIVISION STORAGE TANKS MANAGER OF ANY REGULATED ASSETS (STORAGE PRIOR TO DEMOLITION, NOTIFY ENVIRONMENTAL DIVISION STORAGE TANKS MANAGER OF ANY REGULATED ASSETS (STORAGE TANKS, GENERATORS, TRANSFORMERS, DRUMS, ETC.) THAT MAY POTENTIALLY BE IMPACTED BY THE PROJECT. IMMEDIATELY (WITHIN 24 HOURS) FOLLOWING THE DEMOLITION OR REMOVAL OF A REGULATED ASSET, NOTIFY THE ENVIRONMENTAL DIVISION STORAGE TANKS MANAGER. PLEASE PROVIDE THE ASSET NUMBER, MANUFACTURER, SERIAL NUMBER, KVA, AND GALLONS OF OIL. INSTALLING NEW EQUIPMENT: 1. PRIOR TO INSTALLATION, PROVIDE THE MANUFACTURER, SERIAL NUMBER, MODEL NUMBER, KVA, PHASE, MANUFACTURER YEAR, PRIOR TO INSTALLATION, PROVIDE THE MANUFACTURER, SERIAL NUMBER, MODEL NUMBER, KVA, PHASE, MANUFACTURER YEAR, AND GALLONS OF OIL. SPILL PREVENTION: 1. DISCHARGE OF FUELS, OILS, OR OTHER POLLUTANTS IS PROHIBITED. ANY TYPE OF DISCHARGE MUST BE REPORTED TO THE DISCHARGE OF FUELS, OILS, OR OTHER POLLUTANTS IS PROHIBITED. ANY TYPE OF DISCHARGE MUST BE REPORTED TO THE ENVIRONMENTAL DIVISION IMMEDIATELY. SPCC DEFINES DISCHARGE TO INCLUDE ANY SPILLING, LEAKING, PUMPING, POURING, EMITTING, EMPTYING, OR DUMPING OF OIL. CORRECTIVE ACTION AND REMOVAL MUST BE INITIATED PROMPTLY. CONTACT: ENVIRONMENTAL COMPLIANCE STORAGE TANKS (843) 228-2611

AutoCAD SHX Text GENERAL NOTES: 1. THE EROSION CONTROL PLANS CONTAINED HERE-IN ARE PART OF A LARGER COMPREHENSIVE STORMWATER POLLUTION THE EROSION CONTROL PLANS CONTAINED HERE-IN ARE PART OF A LARGER COMPREHENSIVE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). ALL CONTRACTORS/SUBCONTRACTORS/PERSONS THAT WILL BE ENGAGED IN LAND DISTURBING ACTIVITIES MUST BECOME FAMILIAR WITH AND COMPLY WITH ALL EROSION AND SEDIMENT CONTROL AND STORMWATER POLLUTION PREVENTION REQUIREMENTS CONTAINED THROUGHOUT THE SWPPP, DRAWINGS, SPECIFICATIONS AND PERMITS. 2. ALL CONTRACTORS MUST VISIT THE SITE PRIOR TO BIDDING TO DETERMINE THE EXTENT OF THE PROJECT. ALL CONTRACTORS MUST VISIT THE SITE PRIOR TO BIDDING TO DETERMINE THE EXTENT OF THE PROJECT. 3. TOPOGRAPHIC AND BOUNDARY INFORMATION BY FORSBERG ENGINEERING AND SURVEYING, NOT VERIFIED BY ADC ENGINEERING, TOPOGRAPHIC AND BOUNDARY INFORMATION BY FORSBERG ENGINEERING AND SURVEYING, NOT VERIFIED BY ADC ENGINEERING, INC. 4. HORIZONTAL COORDINATES ARE BASED ON SC STATE PLANE COORDINATES NAD '83. VERTICAL DATUM IS BASED ON NAVD 88. HORIZONTAL COORDINATES ARE BASED ON SC STATE PLANE COORDINATES NAD '83. VERTICAL DATUM IS BASED ON NAVD 88. 5. ALL PROJECT STAKEOUT, INCLUDING RELOCATION OF PROJECT BENCHMARKS AS NECESSARY, MUST BE PERFORMED BY A ALL PROJECT STAKEOUT, INCLUDING RELOCATION OF PROJECT BENCHMARKS AS NECESSARY, MUST BE PERFORMED BY A REGISTERED LAND SURVEYOR TO BE PAID FOR BY THE CONTRACTOR. FOR STAKEOUT, DO NOT RELY SOLELY ON THE PHYSICAL SCALE AS SHOWN IN DRAWINGS. REFER TO THE GIVEN DIMENSIONS, SYMBOL LEGEND, KEYNOTES, AND REFERENCED DETAILS FOR CORRECT STAKEOUT. 6. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR MUST BE THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR MUST BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES PRIOR TO BEGINNING ANY WORK. IF UTILITIES OTHER THAN THOSE SHOWN HEREON ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY AND TAKE APPROPRIATE MEASURES TO PROTECT THE LINE(S) AND ENSURE CONTINUED SERVICE. DAMAGE CAUSED TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR MUST VERIFY THE CONNECTION POINTS OF NEW UTILITIES TO EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 7. THE CONTRACTOR MUST INSTALL TREE PROTECTION BARRICADES PRIOR TO BEGINNING EARTHWORK OPERATIONS. THE CONTRACTOR MUST INSTALL TREE PROTECTION BARRICADES PRIOR TO BEGINNING EARTHWORK OPERATIONS. 8. OFFSITE BORROW NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT MUST BE PROVIDED BY THE CONTRACTOR FROM OFFSITE BORROW NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT MUST BE PROVIDED BY THE CONTRACTOR FROM SOURCES DEVELOPED BY THE CONTRACTOR. 9. THE CONTRACTOR MUST NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO BEGINNING ANY REMOVAL THE CONTRACTOR MUST NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO BEGINNING ANY REMOVAL OPERATION. 10. THE CONTRACTOR MUST PLACE 4" OF TOPSOIL IN ALL DISTURBED AREAS NOT TO BE PAVED. THE CONTRACTOR MUST ALSO THE CONTRACTOR MUST PLACE 4" OF TOPSOIL IN ALL DISTURBED AREAS NOT TO BE PAVED. THE CONTRACTOR MUST ALSO PROVIDE TEMPORARY AND PERMANENT SOD IN ALL AREAS INSIDE OR OUTSIDE THE LIMITS OF CONSTRUCTION THAT ARE DISTURBED BY THE CONTRACTOR'S OPERATIONS. 11. ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS MUST BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS MUST BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AND THE SOUTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, SOUTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, BOTH CURRENT EDITIONS. 12. CONTRACTOR MUST GRADE ALL AREAS TO DRAIN FOR POSITIVE FLOW PRIOR TO FINAL APPROVAL. CONTRACTOR MUST GRADE ALL AREAS TO DRAIN FOR POSITIVE FLOW PRIOR TO FINAL APPROVAL. 13. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 14. THE GENERAL CONTRACTOR MUST REVIEW AND STAMP APPROVED ANY AND ALL SHOP DRAWINGS AND SUBMITTALS PRIOR TO THE GENERAL CONTRACTOR MUST REVIEW AND STAMP APPROVED ANY AND ALL SHOP DRAWINGS AND SUBMITTALS PRIOR TO SUBMITTING TO THE ENGINEER FOR REVIEW. 15. IT IS THE RESPONSIBILITY OF THE OWNER TO OBTAIN THE SERVICES OF A QUALIFIED GEOTECHNICAL ENGINEER WHO MUST IT IS THE RESPONSIBILITY OF THE OWNER TO OBTAIN THE SERVICES OF A QUALIFIED GEOTECHNICAL ENGINEER WHO MUST PERFORM INVESTIGATIONS TO VERIFY THAT THE SOIL CONDITIONS ARE AT LEAST THAT WHICH ARE STATED HEREIN. 16. ALL UTILITY WORK MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF BJWSA. WHERE ANY DISCREPANCIES EXIST ALL UTILITY WORK MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF BJWSA. WHERE ANY DISCREPANCIES EXIST BJWSA. WHERE ANY DISCREPANCIES EXIST WHERE ANY DISCREPANCIES EXIST BETWEEN THESE DOCUMENTS AND BJWSA REQUIREMENTS, THE REQUIREMENTS OF BJWSA MUST BE ADHERED TO. BJWSA REQUIREMENTS, THE REQUIREMENTS OF BJWSA MUST BE ADHERED TO. REQUIREMENTS, THE REQUIREMENTS OF BJWSA MUST BE ADHERED TO. MUST BE ADHERED TO. BE ADHERED TO. 17. IN PERFORMING CONSTRUCTION OBSERVATION VISITS TO THE JOB SITE, THE ENGINEER MUST HAVE NO CONTROL OVER NOR IN PERFORMING CONSTRUCTION OBSERVATION VISITS TO THE JOB SITE, THE ENGINEER MUST HAVE NO CONTROL OVER NOR RESPONSIBILITY FOR THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK. 18. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK IS SOLELY THE THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND SAFETY PRECAUTIONS AS REQUIRED BY ANY REGULATORY AGENCY. 19. IT IS THE CONTRACTORS RESPONSIBILITY FOR DESIGN, ADEQUACY AND IMPLEMENTATION OF ALL DEWATERING. ALL DEWATERING IT IS THE CONTRACTORS RESPONSIBILITY FOR DESIGN, ADEQUACY AND IMPLEMENTATION OF ALL DEWATERING. ALL DEWATERING ACTIVITIES MUST BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE STORMWATER POLLUTION PREVENTION PLAN. 20. FOR ACTIVITIES/PROJECTS WITH INTERIOR WORK, CARE MUST BE TAKEN TO PROTECT EXISTING TREES AND THEIR ROOT SYSTEMS FOR ACTIVITIES/PROJECTS WITH INTERIOR WORK, CARE MUST BE TAKEN TO PROTECT EXISTING TREES AND THEIR ROOT SYSTEMS ADJACENT TO THE BUILDING, FACILITY OR LOCATION. THIS MAY INCLUDE PLACEMENT OF TREE PROTECTION FENCING INSTALLED ALONG THE DRIP-LINE OF THE TREE CANOPIES TO PREVENT CONTRACTORS FROM USING THE AREA BENEATH THE TREE CANOPIES FOR STORAGE AND PARKING. ADDITIONALLY, ENSURE THAT THE CONTRACTOR DOES NOT DRIVE OVER EXPOSED TREE ROOTS, PARK VEHICLES AND EQUIPMENT (INCLUDING TRAILERS, PORT-O-LETS, LAY DOWN YARD, MATERIALS, AND SUPPLIES) WITHIN THE DRIP-LINE OF TREES THAT ARE EITHER ON OR ADJACENT TO THE SITE. CONTACT NATURAL RESOURCES BRANCH OF THE ENVIRONMENTAL DIVISION AT (843) 228-3066 FOR ASSISTANCE WITH THIS CONDITION. 21. CONTRACTOR SHALL HAVE AN ARBORIST EXAMINE EXISTING TREE HEALTH AND PRUNE AS REQUIRED.CONTRACTOR SHALL HAVE AN ARBORIST EXAMINE EXISTING TREE HEALTH AND PRUNE AS REQUIRED.

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JB TOP=5.88 IE(ALL)=2.08

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12" RCP

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15" RCP

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JB TOP=7.31 IE(ALL)=2.95

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18" RCP

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DI TOP=5.78 IE(A)=3.69 IE(B)=2.98

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15" RCP

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8" PVC

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JB TOP=6.65 IE(A)=4.10 IE(B)=3.98 IE(C)=3.89

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15" RCP

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DI TOP=6.68 IE(A)=4.60 IE(B)=4.13

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CI TOP=6.74 IE=4.24

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DI TOP=4.95 IE=3.55 (COVERED W/GRASS; NO OTHER PIPES VISIBLE)

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CI TOP=7.33 IE(A)=3.77 IE(B)=4.23

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CI TOP=7.10 IE=4.16

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FFE=10.12

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FFE=10.12

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FFE=10.12

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FFE=10.11

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FFE=8.94 (STAIRWELL DOOR)

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FFE=12.35 (LOADING DOCK)

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FFE=10.23

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MVT

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FFE=10.23

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FFE=10.23

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FFE=10.20

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FFE=10.29

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FFE=10.34

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FFE=10.25

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FFE=10.27

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ASPHALT

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18" RCP

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4" DIP

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18" RCP

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JB TOP=7.55 IE(A)=3.50 IE(B)=3.37 IE(C)=4.92

AutoCAD SHX Text TBM2: MAG NAIL SET IN TOP OF CURB N: 188429.29 E: 2100665.80 ELEVATION: 7.38 NAVD 1988

AutoCAD SHX Text TBM1: MAG NAIL SET IN ASPHALT N: 188684.59 E: 2100594.56 ELEVATION: 6.33 NAVD 1988

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TBM1

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TBM2

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7' WOOD FENCE & BRICK COLUMNS

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GRILL

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GRILL

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CB

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CONCRETE COLUMN (TYPICAL)

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CONCRETE SIDEWALK AT 3 STORY BRICK BUILDING

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GRILL

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GRILL

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CB

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MVT

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GM

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BD(4)

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OH

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TC

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BRICK WALL & COLUMNS

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BD

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BD(2)

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EC

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HIGH BRICK WALL (INACCESSIBLE)

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BRICK LANDING

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TREE CANOPY (TYPICAL)

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ASPHALT

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CONCRETE CURB & GUTTER (TYPICAL)

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CMH

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE WALL (ELEV=10.0)

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3 STORY CONCRETE BUILDING BUILDING 332

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BRICK UTILITY BUILDING BLDG 333

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CORREGIDOR STREET

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2-7"°POST

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APPROXIMATE LOCATION OF OVERHEAD STEAM PIPE BRIDGE

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APPROXIMATE LOCATION OF OVERHEAD STEAM PIPE BRIDGE

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ENGINEERING &

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SURVEYING, INC.

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FORSBERG

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FORSBERG ENGINEERING

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AND SURVEYING, INC.

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SURVEYOR

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LAND

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GRID

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NAD83 (2011)

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( IN FEET )

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GRAPHIC SCALE

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AutoCAD SHX Text THE SOUTH CAROLINA STATE LAW REQUIRES THAT EXCAVATORS GIVE A 72-HOUR NOTICE, (3) WORKING DAYS EXCLUDING WEEKENDS AND HOLIDAYS), FOR THE LOCATORS TO GET OUT TO MARK THE AREA. AFTER A TICKET HAS BEEN PROCESSED, YOU WILL KNOW WHEN YOU ARE LEGALLY FREE TO PROCEED WITH THE DIGGING WORK AND WHICH UTILITIES IN THE AREA P.U.P.S. WILL BE NOTIFYING FOR YOU. ANY UTILITIES THAT P.U.P.S. DOES NOT NOTIFY, YOU WILL BE RESPONSIBLE FOR NOTIFYING DIRECTLY. THE UTILITY COMPANIES ASK THAT YOU LEAVE A 2 1/2 FEET MARGIN ON EACH SIDE OF A MARKED UTILITY LINE. ALSO NOTE THAT YOUR REQUEST IS GOOD FOR 15 WORKING DAYS AFTER IT HAS BEEN PROCESSED BY OUR SYSTEM.

AutoCAD SHX Text NOTES 1) THE PROPERTY IS OWNED BY THE U.S. MARINE CORP. 2) ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 45013C 0306 G DATED MARCH 23, 2021 THIS PROPERTY LIES IN ZONES X AND AE(7) 3) THE HORIZONTAL DATUM IS REFERENCED TO NORTH AMERICAN DATUM 1983 (2011 SHIFT). THE VERTICAL DATUM IS REFERENCED TO NORTH AMERICAN VERTICAL DATUM 1988. 4) CONSIDERABLE EFFORT HAS BEEN MADE TO DETERMINE THE LOCATION OF UNDERGROUND UTILITIES. SOME LOCATIONS ARE ACTUAL FIELD MEASUREMENTS AND SOME ARE TAKEN FROM UTILITY RECORDS OR LOCATIONS MARKED IN THE FIELD BY A PROFESSIONAL UTILITY LOCATING SERVICE. THIS SURVEY DOES NOT WARRANT THAT UTILITIES ARE SHOWN ACCURATELY NOR THAT ALL UTILITIES ARE SHOWN. CALL PALMETTO UTILITY PROTECTION SERVICE (PUPS) AT 811 A MINIMUM OF 3 WORKING DAYS BEFORE DIGGING.

AutoCAD SHX Text LEGEND TBM - TEMPORARY BENCHMARK FFE - FINISHED FLOOR ELEVATION EC - ELECTRIC CABINET EMH - ELECTRIC MANHOLE TFM - TRANSFORMER PP - POWER POLE LP - LIGHT POLE ON CONCRETE BASE GUY - GUY WIRE GM - GAS METER UGM - UNDERGROUND GAS LINE MARKER CMH - COMMUNICATION MANHOLE DI - DROP INLET CI -CURB INLET JB - JUNCTION BOX IE - INVERT ELEVATION RCP - REINFORCED CONCRETE PIPE DIP - DUCTILE IRON PIPE PVC - POLYVINYL CHLORIDE PIPE SSMH - SANITARY SEWER MANHOLE SSCO - SANITARY SEWER CLEANOUT FH - FIRE HYDRANT WVT - WATER VAULT PIV - POST INDICATOR VALVE BD - BOLLARD MVT - METAL VAULT CPB - CONCRETE BASE FOR PIPE BRIDGE SUPPORTS MPB - METAL BASE FOR PIPE BRIDGE SUPPORTS CB - CONCRETE BASE FOR LIGHT POLE (NO POLE) OH - BUILDING OVERHANG HP - HANDICAP PARKING SIGN STP - STOP SIGN YS - YIELD SIGN STP/DNE - STOP/DO NOT ENTER SIGN x 6.35 - SPOT ELEVATION (IMPERVIOUS SURFACE) x 7.1 - SPOT ELEVATION (PERVIOUS SURFACE) x 7.34TC - TOP OF CURB ELEVATION (D) - DOUBLE TRUNK TREE (Q) - QUADRUPLE TRUNK TREE

AutoCAD SHX Text LINE LEGEND - BURIED WATER LINE - BURIED GAS LINE - BURIED ELECTRIC LINE - BURIED SANITARY SEWER LINE - BURIED COMMUNICATION LINE - OVERHEAD UTILITY LINE - WOOD FENCE - CONTOUR LINE

HANAHAN, SC 29410

843-566-0161

ADCENGINEERING.COM

SDD

JKW

JKW

DO NOT USE FO

R

CONSTRUCTION

PRELIMINARY

30 June 2026

REPAIR BUILDING 332

Fi le

Pa th

D at e:

N A V F A C DRAWING NO.

AS NOTED

SYM. DESCRIPTION DATE APP.

REVISIONS

P.W. DWG. NO.

DRAWN BY

CHECKED BY

SUPERVISOR

APPROVED DATE

ENGINEERING DIRECTOR

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

PARRIS ISLAND, S.C.

MARINE CORPS RECRUIT DEPOT

SCALE

HQMC

PROJ. NO.

SIZE

F

CODE IDENT. NO.

CONSTR. CONTR. NO.

SHEET

80091

RFP DESIGN SUBMITTAL

S:

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\2

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M R ep ai r B

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AM

CD101

DEMOLITION PLAN

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JB

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JB

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15" RCP

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8" PVC

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18" RCP

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15" RCP

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10" DIP

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10" DIP

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12" RCP

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18" RCP

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10" DIP

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6" PVC

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FFE=10.23

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MVT

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FFE=10.23

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FFE=10.23

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FFE=10.20

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FFE=10.29

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FFE=10.34

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FFE=10.25

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FFE=10.27

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ASPHALT

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MVT

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BRICK & STUCCO COVERED ENTRANCE

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BRICK & STUCCO COVERED ENTRANCE

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OH

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STAIRS

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OH

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CONCRETE

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CONCRETE

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CONCRETE

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3 STORY CONCRETE BUILDING BUILDING 332

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WV

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DI TOP=5.78 IE(A)=3.69 IE(B)=2.98

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JB TOP=6.65 IE(A)=4.10 IE(B)=3.98 IE(C)=3.89

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DI TOP=6.68 IE(A)=4.60 IE(B)=4.13

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DI TOP=6.98 IE=4.39

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CI TOP=7.33 IE(A)=3.77 IE(B)=4.23

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JB TOP=7.00 IE(A)=3.88 IE(B)=3.93 IE(C)=3.89

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CI TOP=7.12 IE(ALL)=4.00

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CI TOP=7.21 IE=4.34

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JB TOP=7.50 IE(A)=4.01 IE(B)=3.97 IE(C)=3.99

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DI TOP=6.53 IE=4.23

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SSMH TOP=7.75 IE=1.84

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CO

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CO

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CO

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CO

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CO

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CONCRETE EXTENSION WITH VENT (TYPICAL)

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ASPHALT

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BRICK WALL

AutoCAD SHX Text TBM1: MAG NAIL SET IN ASPHALT N: 188684.59 E: 2100594.56 ELEVATION: 6.33 NAVD 1988

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APPROXIMATE LOCATION OF EXISTING PVC SEWER SERVICE

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WALL MOUNTED FDC

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AutoCAD SHX Text KEYNOTES: : 1. PROTECT EXISTING UTILITY TO REMAIN FOR DURATION OF PROTECT EXISTING UTILITY TO REMAIN FOR DURATION OF CONSTRUCTION. 2. ESTABLISH 2 NEW TEMPORARY BENCHMARKS WITHIN THE ESTABLISH 2 NEW TEMPORARY BENCHMARKS WITHIN THE LIMITS OF CONSTRUCTION ACTIVITIES PRIOR TO ANY WORK. 3. REMOVE EXISTING SIDEWALK. PROVIDE A CLEAN AND REMOVE EXISTING SIDEWALK. PROVIDE A CLEAN AND STRAIGHT SAWCUT AT LIMITS OF REMOVAL. 4. REMOVE EXISTING ASPHALT AND BASE COURSE. PROVIDE A REMOVE EXISTING ASPHALT AND BASE COURSE. PROVIDE A CLEAN AND STRAIGHT SAWCUT AT LIMITS OF REMOVAL. 5. REMOVE EXISTING CURB AND GUTTER. SAWCUT AT LIMITS OF REMOVE EXISTING CURB AND GUTTER. SAWCUT AT LIMITS OF REMOVAL.

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WATER LINE W/ VALVE

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EXISTING SITE LEGEND

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ST

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UP

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POWER LINE (OVERHEAD)

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STEAM LINE

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POWER LINE (UNDERGROUND)

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WV

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COM

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COMMUNICATIONS LINE (UNDERGROUND)

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SD

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PERFORATED STORM DRAIN

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GAS LINE

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FH

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SIZE/TYPE

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EXISTING TREE

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ELECTRICAL BOX, HAND HOLE

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CB

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SANITARY MANHOLE

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POWER POLE, GUY WIRE

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CATCH BASIN

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SEWER CLEANOUT

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FIRE HYDRANT

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PP

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CO

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LIGHT POLE, CAMERA POLE

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FIRE DEPARTMENT CONNECTION

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POST INDICATOR VALVE

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WATER VAULT, MANHOLE

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AIR CONDITION UNIT

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CP

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LIMITS OF CONSTRUCTION/DISTURBANCE

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CONTOUR

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SPOT ELEVATION

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ITEMS TO BE DEMOLISHED

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FENCE

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GAS METER

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SIGN

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PROPERTY LINE

AutoCAD SHX Text GENERAL NOTES: : 1. SEE SHEET C-001 FOR CIVIL NOTES AND ABBREVIATIONS. SEE SHEET C-001 FOR CIVIL NOTES AND ABBREVIATIONS. 2. HORIZONTAL COORDINATES ARE BASED ON SC STATE PLANE HORIZONTAL COORDINATES ARE BASED ON SC STATE PLANE COORDINATES NAD '83. VERTICAL DATUM IS BASED ON NAVD 88. 3. CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN, UNLESS CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN, UNLESS SPECIFICALLY INDICATED OTHERWISE. 4. CONTRACTOR MUST CONTACT PALMETTO UTILITY LOCATION SERVICE CONTRACTOR MUST CONTACT PALMETTO UTILITY LOCATION SERVICE AT 1-888-721-7877 PRIOR TO ANY WORK. CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND PROTECTING ALL UTILITIES. CONTACT THE ENGINEER IN THE EVENT THAT UTILITIES CONFLICT WITH NEW FACILITIES. 5. ALL PROJECT STAKEOUT MUST BE PERFORMED BY A REGISTERED ALL PROJECT STAKEOUT MUST BE PERFORMED BY A REGISTERED LAND SURVEYOR TO BE PAID FOR BY THE CONTRACTOR. FOR STAKEOUT, DO NOT RELY SOLELY ON THE PHYSICAL SCALE AS SHOWN IN DRAWINGS. REFER TO THE GIVEN DIMENSIONS, SYMBOL LEGEND, KEYNOTES, AND REFERENCED DETAILS FOR CORRECT STAKEOUT. 6. ALL CONTRACTORS/SUBCONTRACTORS/PERSON THAT WILL BE ALL CONTRACTORS/SUBCONTRACTORS/PERSON THAT WILL BE ENGAGED IN LAND DISTURBING ACTIVITIES MUST COMPLY WITH ALL EROSION CONTROL AND STORMWATER POLLUTION PREVENTION REQUIREMENTS CONTAINED THROUGHOUT THE DRAWINGS, SPECIFICATIONS AND PERMITS.

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TB

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PROPOSED SIDEWALK OUTLINE

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PROPOSED SIDEWALK OUTLINE

TREE NOTES: 1. CONTRACTOR SHALL HAVE AN ARBORIST EXAMINE CONTRACTOR SHALL HAVE AN ARBORIST EXAMINE EXISTING TREE HEALTH AND PRUNE AS REQUIRED.

CS101

SITE PLAN

ENGINEERING

1226 YEAMANS HALL ROAD

HANAHAN, SC 29410

843-566-0161

ADCENGINEERING.COM

SDD

JKW

JKW

DO NOT USE FO

R

CONSTRUCTION

PRELIMINARY

30 June 2026

REPAIR BUILDING 332

Fi le

Pa th

D at e:

N A V F A C DRAWING NO.

AS NOTED

SYM. DESCRIPTION DATE APP.

REVISIONS

P.W. DWG. NO.

DRAWN BY

CHECKED BY

SUPERVISOR

APPROVED DATE

ENGINEERING DIRECTOR

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

PARRIS ISLAND, S.C.

MARINE CORPS RECRUIT DEPOT

SCALE

HQMC

PROJ. NO.

SIZE

F

CODE IDENT. NO.

CONSTR. CONTR. NO.

SHEET

80091

RFP DESIGN SUBMITTAL

S:

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PI

M R ep ai r B

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1:

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FFE=10.23

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MVT

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FFE=10.23

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FFE=10.23

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FFE=10.20

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FFE=10.29

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FFE=10.34

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FFE=10.25

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FFE=10.27

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ASPHALT

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MVT

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BRICK & STUCCO COVERED ENTRANCE

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BRICK & STUCCO COVERED ENTRANCE

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OH

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STAIRS

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CONCRETE

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3 STORY CONCRETE BUILDING BUILDING 332

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ASPHALT

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BRICK WALL

AutoCAD SHX Text TBM1: MAG NAIL SET IN ASPHALT N: 188684.59 E: 2100594.56 ELEVATION: 6.33 NAVD 1988

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NEW DETACHABLE WARNING PAVER

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NEW CONCRETE WHEELSTOP, TYP.

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( IN FEET )

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HORIZONTAL SCALE

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CIVIL LEGEND - SITE

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CJ

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STANDARD DUTY ASPHALT PAVEMENT - INSTALL IAW DETAIL A/C-501.

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CONCRETE PAVEMENT/SIDEWALK - INSTALL IAW DETAIL C/C-501.

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CONTRACTION JOINT - INSTALL IAW DETAIL C/C-501.

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LIMITS OF CONSTRUCTION/LIMITS OF DISTURBANCE

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AutoCAD SHX Text KEYNOTES: : 1. TIE-IN INTO EXISTING ASPHALT PAVEMENT IAW DETAIL TIE-IN INTO EXISTING ASPHALT PAVEMENT IAW DETAIL D/C-501. 2. INSTALL NEW SIDEWALK IAW DETAIL C/C-501. INSTALL NEW SIDEWALK IAW DETAIL C/C-501. 3. TIE-IN INTO EXISTING CONCRETE PAVEMENT.TIE-IN INTO EXISTING CONCRETE PAVEMENT.

AutoCAD SHX Text SITE DIMENSION NOTES: 1. ALL DIMENSION ARE TO FRONT FACE OF ALL DIMENSION ARE TO FRONT FACE OF CURB/EDGE OF PAVEMENT UNLESS SHOWN OTHERWISE. 2. ALL BUILDING COORDINATES ARE TO ALL BUILDING COORDINATES ARE TO OUTSIDE CORNER FACE OF BUILDING UNLESS NOTED OTHERWISE. LAYOUT SHALL BE BASED ON THE CONTROL POINTS SHOWN. 3. ALL BUILDING LAYOUTS SHALL BE CHECKED ALL BUILDING LAYOUTS SHALL BE CHECKED WITH THE ARCHITECTURAL FLOOR PLANS PRIOR TO STAKEOUT. 4. ALL CURBS SHALL HAVE A 4' MINIMUM ALL CURBS SHALL HAVE A 4' MINIMUM RADIUS UNLESS SHOWN OTHERWISE.

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SIDEWALK RAMP (GRADE TRANSITIONS GREATER THAN 1:20)

AutoCAD SHX Text GENERAL NOTES: : 1. SEE SHEET C-001 FOR CIVIL NOTES AND ABBREVIATIONS. SEE SHEET C-001 FOR CIVIL NOTES AND ABBREVIATIONS. 2. HORIZONTAL COORDINATES ARE BASED ON SC STATE PLANE HORIZONTAL COORDINATES ARE BASED ON SC STATE PLANE COORDINATES NAD '83. VERTICAL DATUM IS BASED ON NAVD 88. 3. CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN, UNLESS CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN, UNLESS SPECIFICALLY INDICATED OTHERWISE. 4. CONTRACTOR MUST CONTACT PALMETTO UTILITY LOCATION SERVICE CONTRACTOR MUST CONTACT PALMETTO UTILITY LOCATION SERVICE AT 1-888-721-7877 PRIOR TO ANY WORK. CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND PROTECTING ALL UTILITIES. CONTACT THE ENGINEER IN THE EVENT THAT UTILITIES CONFLICT WITH NEW FACILITIES. 5. ALL PROJECT STAKEOUT MUST BE PERFORMED BY A REGISTERED ALL PROJECT STAKEOUT MUST BE PERFORMED BY A REGISTERED LAND SURVEYOR TO BE PAID FOR BY THE CONTRACTOR. FOR STAKEOUT, DO NOT RELY SOLELY ON THE PHYSICAL SCALE AS SHOWN IN DRAWINGS. REFER TO THE GIVEN DIMENSIONS, SYMBOL LEGEND, KEYNOTES, AND REFERENCED DETAILS FOR CORRECT STAKEOUT. 6. ALL CONTRACTORS/SUBCONTRACTORS/PERSON THAT WILL BE ALL CONTRACTORS/SUBCONTRACTORS/PERSON THAT WILL BE ENGAGED IN LAND DISTURBING ACTIVITIES MUST COMPLY WITH ALL EROSION CONTROL AND STORMWATER POLLUTION PREVENTION REQUIREMENTS CONTAINED THROUGHOUT THE DRAWINGS, SPECIFICATIONS AND PERMITS.

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ACCESSIBLE PARKING SPACE AND AISLE - INSTALL IAW DETAIL F/C-501.

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NEW TRAFFIC SIGN - INSTALL PER PLAN AND IAW DETAILS L/C-501 & J/C-501.

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EJ

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EXPANSION JOINT - INSTALL IAW DETAIL C/C-501.

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PARKING

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RESERVED

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ACCESSIBLE

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VAN

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TREE NOTES: 1. CONTRACTOR SHALL HAVE AN ARBORIST EXAMINE CONTRACTOR SHALL HAVE AN ARBORIST EXAMINE EXISTING TREE HEALTH AND PRUNE AS REQUIRED.

CG101

GRADING PLAN

ENGINEERING

1226 YEAMANS HALL ROAD

HANAHAN, SC 29410

843-566-0161

ADCENGINEERING.COM

SDD

JKW

JKW

DO NOT USE FO

R

CONSTRUCTION

PRELIMINARY

30 June 2026

REPAIR BUILDING 332

Fi le

Pa th

D at e:

N A V F A C DRAWING NO.

AS NOTED

SYM. DESCRIPTION DATE APP.

REVISIONS

P.W. DWG. NO.

DRAWN BY

CHECKED BY

SUPERVISOR

APPROVED DATE

ENGINEERING DIRECTOR

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

PARRIS ISLAND, S.C.

MARINE CORPS RECRUIT DEPOT

SCALE

HQMC

PROJ. NO.

SIZE

F

CODE IDENT. NO.

CONSTR. CONTR. NO.

SHEET

80091

RFP DESIGN SUBMITTAL

S:

\p ro je ct s\

\2

PI

M R ep ai r B

2\

D es ig n\

D w gs

\2

AR

C H

3.

rv t

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1:

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AM

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FDC

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4" DIP

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REMOTE FDC

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JB

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JB

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15" RCP

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8" PVC

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18" RCP

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15" RCP

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10" DIP

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10" DIP

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12" RCP

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18" RCP

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10" DIP

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6" PVC

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FFE=10.23

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MVT

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FFE=10.23

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FFE=10.23

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FFE=10.20

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FFE=10.29

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FFE=10.34

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FFE=10.25

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FFE=10.27

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ASPHALT

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MVT

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BRICK & STUCCO COVERED ENTRANCE

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BRICK & STUCCO COVERED ENTRANCE

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OH

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STAIRS

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OH

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CONCRETE

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3 STORY CONCRETE BUILDING BUILDING 332

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WV

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DI TOP=5.78 IE(A)=3.69 IE(B)=2.98

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JB TOP=6.65 IE(A)=4.10 IE(B)=3.98 IE(C)=3.89

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DI TOP=6.68 IE(A)=4.60 IE(B)=4.13

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DI TOP=6.98 IE=4.39

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CI TOP=7.33 IE(A)=3.77 IE(B)=4.23

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JB TOP=7.00 IE(A)=3.88 IE(B)=3.93 IE(C)=3.89

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CI TOP=7.12 IE(ALL)=4.00

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CI TOP=7.21 IE=4.34

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JB TOP=7.50 IE(A)=4.01 IE(B)=3.97 IE(C)=3.99

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DI TOP=6.53 IE=4.23

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SSMH TOP=7.75 IE=1.84

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CONCRETE EXTENSION WITH VENT (TYPICAL)

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ASPHALT

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BRICK WALL

AutoCAD SHX Text TBM1: MAG NAIL SET IN ASPHALT N: 188684.59 E: 2100594.56 ELEVATION: 6.33 NAVD 1988

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APPROXIMATE LOCATION OF EXISTING PVC SEWER SERVICE

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FDC

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4" DIP

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REMOTE FDC

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AutoCAD SHX Text 6.87

AutoCAD SHX Text 6.81

AutoCAD SHX Text 6.78

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CIVIL LEGEND - GRADING AND DRAINAGE

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NEW FINISHED GRADE SPOT ELEVATION

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NEW FINISHED CONTOUR

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EXISTING GRADE SPOT

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EXISTING GRADE CONTOUR

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DRAINAGE FLOW ARROW

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SLOPE AND SLOPE DIRECTION

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LIMITS OF CONSTRUCTION/LIMITS OF DISTURBANCE

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AutoCAD SHX Text 14.00

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AutoCAD SHX Text 3:1

AutoCAD SHX Text 127.25

AutoCAD SHX Text GRADING AND DRAINAGE NOTES: : 1. GENERAL CONTRACTOR SHALL COORDINATE ALL GENERAL CONTRACTOR SHALL COORDINATE ALL SITE UTILITIES AND STORM DRAINAGE INSTALLATION SCHEDULES TO AVOID POTENTIAL UTILITY CONFLICTS. 2. ALL SLOPES SHALL BE 3:1 MAXIMUM UNLESS ALL SLOPES SHALL BE 3:1 MAXIMUM UNLESS INDICATED OTHERWISE. 3. ALL SIDEWALKS SHALL BE INSTALLED WITH A ALL SIDEWALKS SHALL BE INSTALLED WITH A MAXIMUM RUNNING SLOPE (LONGITUDINAL SLOPE) OF 5% AND A MAXIMUM CROSS SLOPE OF 2%.

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AutoCAD SHX Text GENERAL NOTES: : 1. SEE SHEET C-001 FOR CIVIL NOTES AND ABBREVIATIONS. SEE SHEET C-001 FOR CIVIL NOTES AND ABBREVIATIONS. 2. HORIZONTAL COORDINATES ARE BASED ON SC STATE PLANE HORIZONTAL COORDINATES ARE BASED ON SC STATE PLANE COORDINATES NAD '83. VERTICAL DATUM IS BASED ON NAVD 88. 3. CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN, UNLESS CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN, UNLESS SPECIFICALLY INDICATED OTHERWISE. 4. CONTRACTOR MUST CONTACT PALMETTO UTILITY LOCATION SERVICE CONTRACTOR MUST CONTACT PALMETTO UTILITY LOCATION SERVICE AT 1-888-721-7877 PRIOR TO ANY WORK. CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND PROTECTING ALL UTILITIES. CONTACT THE ENGINEER IN THE EVENT THAT UTILITIES CONFLICT WITH NEW FACILITIES. 5. ALL PROJECT STAKEOUT MUST BE PERFORMED BY A REGISTERED ALL PROJECT STAKEOUT MUST BE PERFORMED BY A REGISTERED LAND SURVEYOR TO BE PAID FOR BY THE CONTRACTOR. FOR STAKEOUT, DO NOT RELY SOLELY ON THE PHYSICAL SCALE AS SHOWN IN DRAWINGS. REFER TO THE GIVEN DIMENSIONS, SYMBOL LEGEND, KEYNOTES, AND REFERENCED DETAILS FOR CORRECT STAKEOUT. 6. ALL CONTRACTORS/SUBCONTRACTORS/PERSON THAT WILL BE ALL CONTRACTORS/SUBCONTRACTORS/PERSON THAT WILL BE ENGAGED IN LAND DISTURBING ACTIVITIES MUST COMPLY WITH ALL EROSION CONTROL AND STORMWATER POLLUTION PREVENTION REQUIREMENTS CONTAINED THROUGHOUT THE DRAWINGS, SPECIFICATIONS AND PERMITS.

AutoCAD SHX Text KEYNOTES: : 1. MATCH EXISTING GRADE. MATCH EXISTING GRADE. 2. GRADE AREA TO PROMOTE POSITIVE DRAINAGE. PROVIDE GRADE AREA TO PROMOTE POSITIVE DRAINAGE. PROVIDE ADDITIONAL FILL MATERIAL AT BASE OF BUILDING NO MORE THAN 3" AND TAPER TO EXISTING. COORDINATE FILL ADDED WITH EXISTING SITE STRUCTURES OPENINGS AND/OR TOPS. NEW FILL MATERIAL SHALL NOT COVER EXISTING STRUCTURES AND/OR RESTRICT ACCESS.

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( IN FEET )

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HORIZONTAL SCALE

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TREE NOTES: 1. CONTRACTOR SHALL HAVE AN ARBORIST EXAMINE CONTRACTOR SHALL HAVE AN ARBORIST EXAMINE EXISTING TREE HEALTH AND PRUNE AS REQUIRED.

CU101

UTILITY PLAN

ENGINEERING

1226 YEAMANS HALL ROAD

HANAHAN, SC 29410

843-566-0161

ADCENGINEERING.COM

SDD

JKW

JKW

DO NOT USE FO

R

CONSTRUCTION

PRELIMINARY

30 June 2026

REPAIR BUILDING 332

Fi le

Pa th

D at e:

N A V F A C DRAWING NO.

AS NOTED

SYM. DESCRIPTION DATE APP.

REVISIONS

P.W. DWG. NO.

DRAWN BY

CHECKED BY

SUPERVISOR

APPROVED DATE

ENGINEERING DIRECTOR

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

PARRIS ISLAND, S.C.

MARINE CORPS RECRUIT DEPOT

SCALE

HQMC

PROJ. NO.

SIZE

F

CODE IDENT. NO.

CONSTR. CONTR. NO.

SHEET

80091

RFP DESIGN SUBMITTAL

S:

\p ro je ct s\

\2

PI

M R ep ai r B

2\

D es ig n\

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AR

C H

3.

rv t

/1 3/

1:

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AM

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JB

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JB

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FFE=10.23

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MVT

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FFE=10.23

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FFE=10.23

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FFE=10.20

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FFE=10.29

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FFE=10.34

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FFE=10.25

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FFE=10.27

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ASPHALT

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MVT

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BRICK & STUCCO COVERED ENTRANCE

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OH

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STAIRS

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CONCRETE

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3 STORY CONCRETE BUILDING BUILDING 332

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SSMH TOP=7.75 IE=1.84

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