2501 2026.08.25 Revised Documents for PPIs.pdf
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- Attached to
- Solicitation N4008526R0187 MULTIPLE BARRACKS RENOVATION AT SOUTH CAROLINA MARINE CORPS BASES
- Solicitation number
- N4008526R0187
About this file
This is a design submittal document for a facility repair project at Marine Corps Recruit Depot, Parris Island, South Carolina, specifically for the repair of Building 332 (Enlisted Unaccompanied Personnel Housing), Work Order Number PI2501M, with a final submittal date of June 30, 2026.
The document contains detailed space characteristic specifications and material requirements for six sleeping unit types (A through F) and entry porches, organized by UNIFORMAT Level 4 classifications. Sleeping Unit A comprises 51 rooms designed for two enlisted personnel each, featuring integrated living, sleeping, hygiene, and kitchenette functions with STC-50 acoustical separation. Units B through F (ranging from 2 to 12 rooms) include variations such as reconfigured closets (Unit B), ABA accessibility features (Units C and D), and different infill sizes (Units E and F). All units specify identical material standards including cold-formed metal framing partitions, solid cord wood doors with stain grade finish, keyed locksets with RFID electronic locks, solid surface counters, impact-resistant gypsum wallboard, porcelain and resilient tile flooring with rubber base, exposed concrete or acoustic ceiling finishes, packaged terminal heat pump units, individual electrical load centers, and data/TV outlets with wireless access points. Entry porches are specified with concrete ramps, water-resistant barriers, exterior GWB soffits, sealed concrete flooring, and steel handrails. The submittal includes architectural and engineering plans (demolition, site, grading, utility, and erosion control plans), fire alarm system layouts for three floors with mass notification system integration requirements, and detailed fire alarm specifications requiring compliance with NFPA 72, base-wide MNS interface capabilities, and specific equipment provisions for USMC security integration.
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Repair Building 332, Enlisted Unaccompanied Personnel Housing Work Order Number: PI2501M Marine Corps Recruit Depot, Parris Island, South Carolina June 30, 2026 – Final Submittal
PART 3 - CHAPTER 5 - Page 2
SLEEPING UNIT A (Typical) # of rooms: 51
SPACE CHARACTERISTICS
Function: Sleeping unit with integrated living, sleeping, hygiene, and kitchenette functions.
Special Dimensions: Standard unit; per RFP plans.
Acoustics: STC-50 between units and corridors Occupancy: 2 enlisted personnel Access: Controlled access. Assigned to individual Marines. Lockable entry door.
Building manager must have override access. No access to other residents.
Other:
UNIFORMAT
LEVEL 4
UNIFORMAT TITLE DESCRIPTION REMARKS
B202001 Exterior Windows Aluminum Windows Fixed window. See UFC for AT/FP blast resistance requirements.
C101001 Fixed Partitions Cold-Formed Metal Framing C102001 Standard Interior
Doors Solid Cord Wood Doors Stain Grade
C102007 Interior Door Hardware Keyed Lockset and Lodging RFID Electronic Locks
Lever type handle for ABA Compliance
C103002 Toilet and Bath Accessories
Toilet and Bath Accessories Toilet tissue dispenser, mirror, soap dispenser, robe hook.
C103008 Counters Solid Surface C103009 Cabinets Vanity and Casework Plastic Laminate C301003 Gypsum Wallboard
Finishes Impact Resistant GWB
C302001 Floor Finishes Porcelain Tile C302004 Floor Finishes Resilient Tile C302007 Wall Base Finishes Rubber base C3030 Ceiling Finishes Exposed Concrete Finishes C303001 Ceiling Finishes Acoustic Ceiling Tile System Moisture Resistant ATC in bathrooms C3040 Interior Coatings and
Special Finishes Paint
D201001 Plumbing Fixtures Water Closets Flush valve D201004 Plumbing Fixtures Countertop Sinks D201005 Plumbing Fixtures Showers D3050 Terminal and Package
Units Packaged Terminal Heat Pump Unit
D501004 Electrical Service & Distribution
Panelboards Individual load center
D502001 Branch Wiring Branch Circuits and Outlets D502002 Lighting Equipment Lighting D503001 Telecommunications Data/TV outlet, Wireless
Access Point
PART 3 - CHAPTER 5 - Page 3
SLEEPING UNIT B # of rooms: 12
SPACE CHARACTERISTICS
Function: Sleeping unit with integrated living, sleeping, hygiene, and kitchenette functions.
Special Dimensions: Standard unit with reconfigured closets; per RFP plans.
Acoustics: STC-50 between units and corridors Occupancy: 2 enlisted personnel Access: Controlled access. Assigned to individual Marines. Lockable entry door.
Building manager must have override access. No access to other residents.
Other:
UNIFORMAT
LEVEL 4
UNIFORMAT TITLE DESCRIPTION REMARKS
B202001 Exterior Windows Aluminum Windows Fixed window. See UFC for AT/FP blast resistance requirements.
C101001 Fixed Partitions Cold-Formed Metal Framing C102001 Standard Interior
Doors Solid Cord Wood Doors Stain Grade
C102007 Interior Door Hardware Keyed Lockset and Lodging RFID Electronic Locks
Lever type handle for ABA Compliance
C103002 Toilet and Bath Accessories
Toilet and Bath Accessories Toilet tissue dispenser, mirror, soap dispenser, robe hook.
C103008 Counters Solid Surface C103009 Cabinets Plastic Laminate Clad C301003 Gypsum Wallboard
Finishes Impact Resistant GWB
C302001 Floor Finishes Porcelain Tile C302004 Floor Finishes Resilient Tile C302007 Wall Base Finishes Rubber base C3030 Ceiling Finishes Exposed Concrete Finishes C303001 Ceiling Finishes Acoustic Ceiling Tile System Moisture Resistant ATC in bathrooms C3040 Interior Coatings and
Special Finishes Paint
D201001 Plumbing Fixtures Water Closets Flush valve D201004 Plumbing Fixtures Countertop Sinks D201005 Plumbing Fixtures Showers D3050 Terminal and Package
Units
Panelboards Individual load center
D502001 Branch Wiring Branch Circuits and Outlets D502002 Lighting Equipment Lighting
PART 3 - CHAPTER 5 - Page 4
SLEEPING UNIT C # of rooms: 2
SPACE CHARACTERISTICS
Function: Sleeping unit with integrated living, sleeping, hygiene, and kitchenette functions.
Special Dimensions: ABA accessible unit; per RFP plans.
Acoustics: STC-50 between units and corridors Occupancy: 2 enlisted personnel Access: Controlled access. Assigned to individual Marines. Lockable entry door.
Building manager must have override access. No access to other residents.
Other:
UNIFORMAT
LEVEL 4
UNIFORMAT TITLE DESCRIPTION REMARKS
B202001 Exterior Windows Aluminum Windows Fixed window. See UFC for AT/FP blast resistance requirements.
C101001 Fixed Partitions Cold-Formed Metal Framing C102001 Standard Interior
Doors Solid Cord Wood Doors Stain Grade
C102007 Interior Door Hardware Keyed Lockset and Lodging RFID Electronic Locks
Lever type handle for ABA Compliance
C103002 Toilet and Bath Accessories
Toilet and Bath Accessories Toilet tissue dispenser, mirror, soap dispenser, robe hook.
C103008 Counters Solid Surface C103009 Cabinets Plastic Laminate Clad C301003 Gypsum Wallboard
Finishes Impact Resistant GWB
C302001 Floor Finishes Porcelain Tile C302004 Floor Finishes Resilient Tile C302007 Wall Base Finishes Rubber base C3030 Ceiling Finishes Exposed Concrete Finishes C303001 Ceiling Finishes Acoustic Ceiling Tile System Moisture Resistant ATC in bathrooms C3040 Interior Coatings and
Special Finishes Paint
D201001 Plumbing Fixtures Water Closets Flush valve D201004 Plumbing Fixtures Countertop Sinks D201005 Plumbing Fixtures Showers D3050 Terminal and Package
Units
Panelboards Individual load center
D502001 Branch Wiring Branch Circuits and Outlets D502002 Lighting Equipment Lighting
PART 3 - CHAPTER 5 - Page 5
SLEEPING UNIT D # of rooms: 2
SPACE CHARACTERISTICS
Function: Sleeping unit with integrated living, sleeping, hygiene, and kitchenette functions.
Special Dimensions: ABA accessible unit; per RFP plans.
Acoustics: STC-50 between units and corridors Occupancy: 2 enlisted personnel Access: Controlled access. Assigned to individual Marines. Lockable entry door.
Building manager must have override access. No access to other residents.
Other:
UNIFORMAT
LEVEL 4
UNIFORMAT TITLE DESCRIPTION REMARKS
B202001 Exterior Windows Aluminum Windows Fixed window. See UFC for AT/FP blast resistance requirements.
C101001 Fixed Partitions Cold-Formed Metal Framing C102001 Standard Interior
Doors Solid Cord Wood Doors Stain Grade
C102007 Interior Door Hardware Keyed Lockset and Lodging RFID Electronic Locks
Lever type handle for ABA Compliance
C103002 Toilet and Bath Accessories
Toilet and Bath Accessories Toilet tissue dispenser, mirror, soap dispenser, robe hook.
C103008 Counters Solid Surface C103009 Cabinets Plastic Laminate Clad C301003 Gypsum Wallboard
Finishes Impact Resistant GWB
C302001 Floor Finishes Porcelain Tile C302004 Floor Finishes Resilient Tile C302007 Wall Base Finishes Rubber base C3030 Ceiling Finishes Exposed Concrete Finishes C303001 Ceiling Finishes Acoustic Ceiling Tile System Moisture Resistant ATC in bathrooms C3040 Interior Coatings and
Special Finishes Paint
D201001 Plumbing Fixtures Water Closets Flush valve D201004 Plumbing Fixtures Countertop Sinks D201005 Plumbing Fixtures Showers D3050 Terminal and Package
Units
Panelboards Individual load center
D502001 Branch Wiring Branch Circuits and Outlets D502002 Lighting Equipment Lighting
PART 3 - CHAPTER 5 - Page 6
SLEEPING UNIT E # of rooms: 2
SPACE CHARACTERISTICS
Function: Sleeping unit with integrated living, sleeping, hygiene, and kitchenette functions.
Special Dimensions: Larger infill unit; per RFP plans.
Acoustics: STC-50 between units and corridors Occupancy: 2 enlisted personnel Access: Controlled access. Assigned to individual Marines. Lockable entry door.
Building manager must have override access. No access to other residents.
Other:
UNIFORMAT
LEVEL 4
UNIFORMAT TITLE DESCRIPTION REMARKS
B202001 Exterior Windows Aluminum Windows Fixed window. See UFC for AT/FP blast resistance requirements.
C101001 Fixed Partitions Cold-Formed Metal Framing C102001 Standard Interior
Doors Solid Cord Wood Doors Stain Grade
C102007 Interior Door Hardware Keyed Lockset and Lodging RFID Electronic Locks
Lever type handle for ABA Compliance
C103002 Toilet and Bath Accessories
Toilet and Bath Accessories Toilet tissue dispenser, mirror, soap dispenser, robe hook.
C103008 Counters Solid Surface C103009 Cabinets Plastic Laminate Clad C301003 Gypsum Wallboard
Finishes Impact Resistant GWB
C302001 Floor Finishes Porcelain Tile C302004 Floor Finishes Resilient Tile C302007 Wall Base Finishes Rubber base C3030 Ceiling Finishes Exposed Concrete Finishes C303001 Ceiling Finishes Acoustic Ceiling Tile System Moisture Resistant ATC in bathrooms C3040 Interior Coatings and
Special Finishes Paint
D201001 Plumbing Fixtures Water Closets Flush valve D201004 Plumbing Fixtures Countertop Sinks D201005 Plumbing Fixtures Showers D3050 Terminal and Package
Units
Panelboards Individual load center
D502001 Branch Wiring Branch Circuits and Outlets D502002 Lighting Equipment Lighting
PART 3 - CHAPTER 5 - Page 7
SLEEPING UNIT F # of rooms: 2
SPACE CHARACTERISTICS
Function: Sleeping unit with integrated living, sleeping, hygiene, and kitchenette functions.
Special Dimensions: Smaller infill unit; per RFP plans.
Acoustics: STC-50 between units and corridors Occupancy: 2 enlisted personnel Access: Controlled access. Assigned to individual Marines. Lockable entry door.
Building manager must have override access. No access to other residents.
Other:
UNIFORMAT
LEVEL 4
UNIFORMAT TITLE DESCRIPTION REMARKS
B202001 Exterior Windows Aluminum Windows Fixed window. See UFC for AT/FP blast resistance requirements.
C101001 Fixed Partitions Cold-Formed Metal Framing C102001 Standard Interior
Doors Solid Cord Wood Doors Stain Grade
C102007 Interior Door Hardware Keyed Lockset and Lodging RFID Electronic Locks
Lever type handle for ABA Compliance
C103002 Toilet and Bath Accessories
Toilet and Bath Accessories Toilet tissue dispenser, mirror, soap dispenser, robe hook.
C103008 Counters Solid Surface C103009 Cabinets Plastic Laminate Clad C301003 Gypsum Wallboard
Finishes Impact Resistant GWB
C302001 Finishes Porcelain Tile C302004 Floor Finishes Resilient Tile C302007 Wall Base Finishes Rubber base C3030 Ceiling Finishes Exposed Concrete Finishes C303001 Ceiling Finishes Acoustic Ceiling Tile System Moisture Resistant ATC in bathrooms C3040 Interior Coatings and
Special Finishes Paint
D201001 Plumbing Fixtures Water Closets Flush valve D201004 Plumbing Fixtures Countertop Sinks D201005 Plumbing Fixtures Showers D3050 Terminal and Package
Units
Panelboards Individual load center
D502001 Branch Wiring Branch Circuits and Outlets D502002 Lighting Equipment Lighting
PART 3 - CHAPTER 5 - Page 31
ENTRY PORCH # of rooms: 2
SPACE CHARACTERISTICS
Function: Exterior circulation and access.
Special Dimensions: Per RFP plans.
Acoustics:
Occupancy: Multiple residents.
Access: Free Egress. Monitored circulation.
Other:
UNIFORMAT
LEVEL 4
UNIFORMAT TITLE DESCRIPTION REMARKS
B101006 Ramps Concrete North (front) entry porch only
B201003 Exterior Walls Water Resistive Barrier Repair EIFS B201007 Exterior Soffits Exterior GWB B201009 Exterior Painting and
Coatings
B201010 Exterior Joint Sealants Exterior application C201001 Interior and Exterior
Stairs
C201090 Stairs Handrails, Guardrails and Accessories
Steel
C302010 Floor Finishes Hardeners and Sealers Sealed Concrete D502001 Branch Wiring Branch Circuits and Outlets D502002 Lighting Equipment Lighting
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
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DEMOLITION PLAN
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15" RCP
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18" RCP
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10" DIP
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10" DIP
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12" RCP
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6" PVC
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FFE=10.34
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ASPHALT
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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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STAIRS
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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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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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COM
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COMMUNICATIONS LINE (UNDERGROUND)
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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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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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LIGHT POLE, CAMERA POLE
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FIRE DEPARTMENT CONNECTION
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CP
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CONTOUR
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FENCE
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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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1 REVISIONS
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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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FFE=10.23
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MVT
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FFE=10.20
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FFE=10.29
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ASPHALT
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OH
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STAIRS
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CONCRETE
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CONCRETE
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3 STORY CONCRETE BUILDING BUILDING 332
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BRICK WALL
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NEW DETACHABLE WARNING PAVER
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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.
AutoCAD SHX Text
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.
AutoCAD SHX Text
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
AutoCAD SHX Text R7-8-12
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AutoCAD SHX Text R7-8P-12
AutoCAD SHX Text TREE NOTES: 1. CONTRACTOR SHALL HAVE AN ARBORIST EXAMINE CONTRACTOR SHALL HAVE AN ARBORIST EXAMINE EXISTING TREE HEALTH AND PRUNE AS REQUIRED.
AutoCAD SHX Text
1 REVISIONS
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:
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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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STAIRS
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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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CO
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CO
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CO
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CO
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LP
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LP
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AutoCAD SHX Text C
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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
AutoCAD SHX Text
4" DIP
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REMOTE FDC
AutoCAD SHX Text 6.95
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%.
AutoCAD SHX Text
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.
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( IN FEET )
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HORIZONTAL SCALE
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AutoCAD SHX Text TREE NOTES: 1. CONTRACTOR SHALL HAVE AN ARBORIST EXAMINE CONTRACTOR SHALL HAVE AN ARBORIST EXAMINE EXISTING TREE HEALTH AND PRUNE AS REQUIRED.
AutoCAD SHX Text
1 REVISIONS
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\
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JB
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JB
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AutoCAD SHX Text D
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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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STAIRS
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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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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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CO
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CO
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CO
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CO
AutoCAD SHX Text S
AutoCAD SHX Text G
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LP
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LP
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LP
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LP
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LP
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LP
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LP
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LP
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LP
AutoCAD SHX Text C
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CONCRETE EXTENSION WITH VENT (TYPICAL)
AutoCAD SHX Text
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
AutoCAD SHX Text
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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CIVIL LEGEND - WATER AND SEWER
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FIRE DEPARTMENT CONNECTION
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DRY FIRE LINE.
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LIMITS OF CONSTRUCTION/LIMITS OF DISTURBANCE
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FDC
AutoCAD SHX Text KEYNOTES: : 1. INSTALL 4" DRY FIRE LINE. STUB-UP 12" ABOVE FFE INTO INSTALL 4" DRY FIRE LINE. STUB-UP 12" ABOVE FFE INTO MECHANICAL ROOM. COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS AND FIRE PROTECTION DRAWINGS. FLUSH FIRE LINE IAW FIRE PROTECTION SPECIFICATIONS. PROVIDE ALL MATERIALS, INSTALLATION, TESTING, AND CERTIFICATIONS IAW NFPA REQUIREMENTS. SEE FIRE PROTECTION DRAWINGS FOR ADDITIONAL REQUIREMENTS. 2. INSTALL FIRE DEPARTMENT CONNECTION - INSTALL IAW DETAIL INSTALL FIRE DEPARTMENT CONNECTION - INSTALL IAW DETAIL A/CU101. 3. SEE FIRE PROTECTION DRAWING FOR CONTINUATION. INSTALL FIRE SEE FIRE PROTECTION DRAWING FOR CONTINUATION. INSTALL FIRE SPRINKLER SERVICE LINE.
AutoCAD SHX Text UTILITY NOTES: : 1. GENERAL CONTRACTOR SHALL COORDINATE ALL SITE UTILITIES AND GENERAL CONTRACTOR SHALL COORDINATE ALL SITE UTILITIES AND STORM DRAINAGE INSTALLATION SCHEDULES TO AVOID POTENTIAL UTILITY CONFLICTS. 2. FIRE SERVICE LINE AND ALL ASSOCIATED FIRE SERVICE ITEMS SHALL FIRE SERVICE LINE AND ALL ASSOCIATED FIRE SERVICE ITEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NFPA 24 REQUIREMENTS. 3. EXISTING BACKFLOW PREVENTERS IS LOCATED INSIDE THE BUILDING. EXISTING BACKFLOW PREVENTERS IS LOCATED INSIDE THE BUILDING. 4. UTILITY CONTRACTOR SHALL PROVIDE WATER RECORD DRAWINGS IN UTILITY CONTRACTOR SHALL PROVIDE WATER RECORD DRAWINGS IN ACCORDANCE WITH UTILITY PROVIDER'S REQUIREMENTS.
AutoCAD SHX Text
AutoCAD SHX Text GENERAL NOTES: : 1. SEE SHEET C001 FOR CIVIL NOTES AND ABBREVIATIONS. SEE SHEET C001 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 SHALL VISIT THE SITE PRIOR TO BIDDING TO CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO DETERMINE THE EXTENT OF THE PROJECT. 5. CONTRACTOR SHALL CONTACT PALMETTO UTILITY LOCATION SERVICE CONTRACTOR SHALL 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. 6. ALL PROJECT STAKEOUT SHALL BE PERFORMED BY A REGISTERED ALL PROJECT STAKEOUT SHALL 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. 7. ALL CONTRACTORS/SUBCONTRACTORS/PERSON THAT WILL BE ALL CONTRACTORS/SUBCONTRACTORS/PERSON THAT WILL BE ENGAGED IN LAND DISTURBING ACTIVITIES SHALL COMPLY WITH ALL EROSION CONTROL AND STORMWATER POLLUTION PREVENTION REQUIREMENTS CONTAINED THROUGHOUT THE DRAWINGS, SPECIFICATIONS AND PERMITS.
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
HORIZONTAL SCALE
AutoCAD SHX Text
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%%U REMOTE FIRE DEPARTMENT CONNECTION
AutoCAD SHX Text A
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NOT TO SCALE
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4" RISER PIPE
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4"X2-WAY FIRE DEPARTMENT CONNECTION
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4" TRANSITION GASKET
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1 / 2 BALL DRIP IN ROCK BEEDING
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THRUST BLOCK (PER NFPA 24)
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4" DIP
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GROUND
AutoCAD SHX Text TREE NOTES: 1. CONTRACTOR SHALL HAVE AN ARBORIST EXAMINE CONTRACTOR SHALL HAVE AN ARBORIST EXAMINE EXISTING TREE HEALTH AND PRUNE AS REQUIRED.
AutoCAD SHX Text
1 REVISIONS
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\
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AM
CE101
INITIAL/INTERMEDIATE EROSION CONTROL 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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STAIRS
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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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AutoCAD SHX Text C
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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
AutoCAD SHX Text 6.95
AutoCAD SHX Text 6.87
AutoCAD SHX Text 6.81
AutoCAD SHX Text 6.78
AutoCAD SHX Text 1 inch = ft.
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( IN FEET )
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HORIZONTAL SCALE
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AutoCAD SHX Text KEYNOTES: : 1. MAINTAIN/INSTALL TEMPORARY PORTABLE TOILET. CONTRACTOR MAINTAIN/INSTALL TEMPORARY PORTABLE TOILET. CONTRACTOR MUST COORDINATE REGULAR MAINTENANCE AND ENSURE PROPER FUNCTIONALITY, INCLUDING PROPER TIE-DOWN. 2. INSTALL INLET PROTECTION IAW DETAIL A/C-502.INSTALL INLET PROTECTION IAW DETAIL A/C-502.
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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TREE BARRICADE - INSTALL IAW DETAIL C/C-502.
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TB
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TEMPORARY SEEDING - INSTALL IAW DETAIL D/C-502.
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SILT FENCE - INSTALL IAW DETAIL B/C-502.
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CIVIL LEGEND - EROSION CONTROL
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INLET PROTECTION
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LIMITS OF CONSTRUCTION/DISTURBANCE (LOD)
AutoCAD SHX Text INITIAL/INTERMEDIATE PHASE LAND DISTURBANCE/SWPPP SEQUENCE OF CONSTRUCTION NOTES: 1. PRIOR TO ANY LAND DISTURBANCE ACTIVITY CONDUCT A SWPPP PRIOR TO ANY LAND DISTURBANCE ACTIVITY CONDUCT A SWPPP PRE-CONSTRUCTION CONFERENCE. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT SWPPP PRE-CONSTRUCTION MEETING WITH SWPPP PREPARING ENGINEER, CONSTRUCTION PROJECT MANAGER, BASE CONSTRUCTION PROJECT MANAGER, BASE ENVIRONMENTAL SERVICES, SCDES, AND ALL LAND DISTURBING SCDES, AND ALL LAND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 2. CONDUCT LIMITED CLEARING, AND DEMOLITION AS REQUIRED TO INSTALL CONDUCT LIMITED CLEARING, AND DEMOLITION AS REQUIRED TO INSTALL ADDITIONAL PERIMETER BEST MANAGEMENT PRACTICES. 3. INSTALL NEW TREE BARRICADES AND INLET PROTECTION ON EXISTING INSTALL NEW TREE BARRICADES AND INLET PROTECTION ON EXISTING STRUCTURES. 4. STOP AND GET SITE INSPECTED/CERTIFIED. CONTACT THE BASE STOP AND GET SITE INSPECTED/CERTIFIED. CONTACT THE BASE CONTACT THE BASE ENVIRONMENTAL SERVICES TO SCHEDULE AN INSPECTION OF NEW /MODIFIED SEDIMENT AND EROSION CONTROL MEASURES AS REQUIRED. 5. MAINTAIN BEST MANAGEMENT PRACTICES THROUGHOUT CONSTRUCTION. MAINTAIN BEST MANAGEMENT PRACTICES THROUGHOUT CONSTRUCTION. 6. COMPLETE INSPECTION REPORTS IAW THE CONSTRUCTION GENERAL PERMIT. COMPLETE INSPECTION REPORTS IAW THE CONSTRUCTION GENERAL PERMIT. 7. CONDUCT MASS GRADING AS SHOWN. CONDUCT MASS GRADING AS SHOWN. 8. GRADE SITE TO ELEVATIONS SHOWN ON PLAN. SEE GRADING PLANS FOR GRADE SITE TO ELEVATIONS SHOWN ON PLAN. SEE GRADING PLANS FOR SPOT ELEVATIONS. 9. COMPLETE REMAINING GRADING. COMPLETE REMAINING GRADING. 10. TEMPORARILY SEED DISTURBED AREAS INACTIVE FOR 14 DAYS OR MORE TEMPORARILY SEED DISTURBED AREAS INACTIVE FOR 14 DAYS OR MORE IAW THE PLANS, DETAILS AND THE CONSTRUCTION GENERAL PERMIT. 11. MAINTAIN BEST MANAGEMENT PRACTICES THROUGH OUT CONSTRUCTION. MAINTAIN BEST MANAGEMENT PRACTICES THROUGH OUT CONSTRUCTION. 12. COMPLETE INSPECTION REPORTS IAW CONSTRUCTION GENERAL PERMIT.COMPLETE INSPECTION REPORTS IAW CONSTRUCTION GENERAL PERMIT.
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AutoCAD SHX Text TREE NOTES: 1. CONTRACTOR SHALL HAVE AN ARBORIST EXAMINE CONTRACTOR SHALL HAVE AN ARBORIST EXAMINE EXISTING TREE HEALTH AND PRUNE AS REQUIRED.
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1 REVISIONS
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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FINAL EROSION CONTROL 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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STAIRS
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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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AutoCAD SHX Text C
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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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FDC
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4" DIP
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REMOTE FDC
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( IN FEET )
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HORIZONTAL SCALE
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PS
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PERMANENT SOD
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CIVIL LEGEND - EROSION CONTROL
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LIMITS OF CONSTRUCTION/DISTURBANCE (LOD)
AutoCAD SHX Text FINAL PHASE LAND DISTURBANCE/SWPPP SEQUENCE OF CONSTRUCTION NOTES: 1. MAINTAIN ALL REMAINING TEMPORARY EROSION AND SEDIMENT MAINTAIN ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES UNTIL AFTER APPROVAL OF THE BASE ENVIRONMENTAL SERVICES AND THE CONSTRUCTION PROJECT MANAGER. 2. CONTINUE INSPECTION REPORTS IAW CONSTRUCTION GENERAL PERMIT. CONTINUE INSPECTION REPORTS IAW CONSTRUCTION GENERAL PERMIT. 3. SUBMIT NOTICE OF TERMINATION UPON COMPLETION AND SUBMIT NOTICE OF TERMINATION UPON COMPLETION AND ESTABLISHMENT OF FINAL STABILIZATION.
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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AutoCAD SHX Text TREE NOTES: 1. CONTRACTOR SHALL HAVE AN ARBORIST EXAMINE CONTRACTOR SHALL HAVE AN ARBORIST EXAMINE EXISTING TREE HEALTH AND PRUNE AS REQUIRED.
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1 REVISIONS
R a n g e
Refrigerator
R e fr ig e ra to r
R e fr…
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