1603164dwg01of03.pdf

PDF 39 MB Posted Jul 14, 2020

Attached to: P1395 SOF MARINE RAIDER REGIMENT HQ, MCAS, CAMP LEJEUNE
Solicitation number: N40085-19-R-9148
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for the construction of Marine Raider Regiment headquarters facilities at Marine Corps Air Station Camp Lejeune in Jacksonville, North Carolina. The work includes constructing 2,788 square meters of single-story steel frame buildings with brick veneer and metal roofs, along with miscellaneous supporting structures, utilities, parking, roadways, sidewalks, running trails and site work. Special construction features are required for soil surcharge loads and storm water best management practices. Electrical, mechanical, information and site systems will be installed. Department of Defense principles for high performance and sustainable building will be followed. Low impact development features and antiterrorism/force protection measures are included. The solicitation was issued by the Naval Facilities Engineering Command on behalf of the Department of the Navy.

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1603164spc01of01.pdf	PDF	Jul 14, 2020
Attachment E - Past Performance Questionnaire.docx	DOCX document	Jul 14, 2020
Attachment F - Small Business Subcontracting Plan.docx	DOCX document	Jul 14, 2020
ATTACHMENT G P1395 PRICE PROPOSAL FORM.pdf	PDF	Jul 14, 2020
1603164dwg03of03.pdf	PDF	Jul 14, 2020
Attachment B - Construction Experience Project Data Sheet.docx	DOCX document	Jul 14, 2020
Attachment D - Small Business Participation and Commitment Strategy.docx	DOCX document	Jul 14, 2020
1603164dwg02of03.pdf	PDF	Jul 14, 2020
P1395 RFP for N40085-19-R-9148.pdf	PDF	Jul 14, 2020
Attachment A - Pre-Proposal Inquiries Form.xlsx	XLSX spreadsheet	Jul 14, 2020
Attachment C - Small Business Subcontracting Record.docx	DOCX document	Jul 14, 2020

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SOF MARINE RAIDER REGIMENT HQ

P-1395

FINAL DESIGN SUBMITTAL - 22 JUNE 2020

NAVAL FACILITIES ENGINEERING COMMAND - MID-ATLANTIC

CI CORE - NORFOLK, VIRGINIA

MARSOC, CAMP LEJEUNE

JACKSONVILLE, NORTH CAROLINA

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

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N T

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T H

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A V

Y N

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A L F

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M A

N D

DRAWFORM REVISION: 17 APRIL 2018

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A V A L F A C

S E N G

E E R

G C O M M A N D M

-A T L A N T

C A

M P

L E

J E

U N

J A

C K

S O

N V

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AS NOTED

UNCLASSIFIED

U N

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440 S. CHURCH STREET, SUITE 1000

CHARLOTTE, NC 28202

TEL (704)338-6700

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Approved by Emily Sylvester, Director of Installation Development Division

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CONTRACT:N4008518D0601 TASK ORDER: N4008518F7180 CAT CODE: CC610-71

DJD

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PROJECT LOCATION

EVERETT CREEK ROAD

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NORTH NORTH

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APPROVED

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SCALE:

CONSTR. CONTR. NO.

SHEET

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DES DRW CHK

EPROJECT NO.:

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DRAWFORM REVISION: 17 APRIL 2018

PM/DM

BRANCH MANAGER

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FIRE PROTECTION

N A V A L F A C

S E N G

E E R

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-A T L A N T

C A

M P

L E

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U N

J A

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06/19/2020

Approved by Emily Sylvester, Director of Installation Development Division

SGL/RMS

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G-000 12794220 COVER SHEET

G-001 12794221 LIST OF SHEETS

G-002 12794222 LIST OF SHEETS

G-003 12794223 CODE ANALYSIS

G-004 12794224 LIFE SAFETY PLAN-AREA A

G-005 12794225 LIFE SAFETY PLAN-AREA B

G-006 12794226 CODE COMPLIANCE SITE PLAN

VICINITY MAP LOCATION MAP

SHEET LIST

CIVIL

C-001 12794232 CIVIL LEGEND

VF101 12794233 EXISTING SITE PLAN

CD101 12794234 DEMOLITION PLAN

CS101 12794235 OVERALL SITE PLAN AND KEY MAP

CS102 12794236 SITE LAYOUT AND CONTROLS PLAN 1

CS103 12794237 SITE LAYOUT AND CONTROLS PLAN 2

CS104 12794238 SITE LAYOUT AND CONTROLS PLAN 3

CG101 12794239 GRADING AND DRAINAGE PLAN 1

CG102 12794240 GRADING AND DRAINAGE PLAN 2

CG103 12794241 GRADING AND DRAINAGE PLAN 3

CG104 12794242 PRE-DEVELOPMENT DRAINAGE AREA MAP

CG105 12794243 POST-DEVELOPMENT DRAINAGE AREA MAP

CG106 12794244 POST-DEVELOPMENT SUBWATERSHED MAP

CG201 12794245 STORM SYSTEM PROFILES 1

CG202 12794246 STORM SYSTEM PROFILES 2

CS201 12794247 ACCESS ROADWAY PLAN AND PROFILE 1

CS301 12794248 ACCESS ROADWAY CROSS SECTIONS 1

CS302 12794249 ACCESS ROADWAY CROSS SECTIONS 2

CS303 12794250 ACCESS ROADWAY CROSS SECTIONS 3

CU101 12794251 UTILITY PLAN 1

CU102 12794252 UTILITY PLAN 2

CU103 12794253 UTILITY PLAN 3

CU201 12794254 WATER MAIN AND FORCE MAIN PROFILES

CE101 12794255 EROSION CONTROL PLAN PHASE 1 - PLAN 1

CE102 12794256 EROSION CONTROL PLAN PHASE 1 - PLAN 2

CE103 12794257 EROSION CONTROL PLAN PHASE 1 - PLAN 3

CE104 12794258 EROSION CONTROL PLAN PHASE 2 - PLAN 1

CE105 12794259 EROSION CONTROL PLAN PHASE 2 - PLAN 2

CE106 12794260 EROSION CONTROL PLAN PHASE 2 - PLAN 3

C-501 12794261 CIVIL SITE DETAILS

C-502 12794262 CIVIL SITE DETAILS

C-503 12794263 CIVIL SITE DETAILS

C-504 12794264 CIVIL SITE DETAILS

C-505 12794265 CIVIL SITE DETAILS

C-506 12794266 CIVIL SITE DETAILS

C-507 12794267 CIVIL SITE DETAILS

C-508 12794268 CIVIL SITE DETAILS

C-509 12794269 CIVIL SITE DETAILS

C-510 12794270 CIVIL SITE DETAILS

C-511 12794271 EROSION CONTROL DETAILS

C-512 12794272 EROSION CONTROL DETAILS

C-513 12794273 EROSION CONTROL DETAILS

C-514 12794274 EROSION CONTROL DETAILS

C-515 12794275 EROSION CONTROL DETAILS

S-001 12794283 GENERAL NOTES AND PLAN LEGEND

S-002 12794284 STRUCTURAL STANDARD DETAILS

S-003 12794285 STRUCTURAL STANDARD DETAILS

S-101 12794286 FOUNDATION AND GROUND FLOOR PLAN - OVERALL

S-102 12794287 FOUNDATION AND GROUND FLOOR PLAN - AREA A

S-103 12794288 FOUNDATION AND GROUND FLOOR PLAN - AREA B

S-501 12794289 STRUCTURAL SECTIONS & DETAILS

STRUCTURAL

ARCHITECTURE

A-001 12794290 ARCHITECTURAL SYMBOLS, LEGENDS, ABBREVIATIONS AND NOTES

A-002 12794291 AIR BARRIER DIAGRAMS

A-003 12794292 ARCHITECTURAL SITE PLAN

A-100 12794293 FOUNDATION DRAINAGE PLAN

A-101 12794294 OVERALL FLOOR PLAN

A-102 12794295 FLOOR PLAN - AREA "A"

A-103 12794296 FLOOR PLAN - AREA "B"

A-104 12794297 OVERALL REFLECTED CEILING PLAN

A-105 12794298 REFLECTED CEILING PLAN - AREA "A"

A-106 12794299 REFLECTED CEILING PLAN - AREA "B"

A-107 12794300 ROOF PLAN

A-108 12794301 GYPSUM CEILING LOCATION PLAN

A-201 12794302 NORTH AND SOUTH ELEVATIONS

A-202 12794303 EAST AND WEST ELEVATIONS

A-301 12794304 BUILDING SECTIONS

A-302 12794305 BUILDING SECTIONS

A-310 12794306 WALL SECTIONS

A-311 12794307 WALL SECTIONS

A-312 12794308 WALL SECTIONS

A-313 12794309 WALL SECTION DETAILS

A-314 12794310 WALL SECTION DETAILS

A-315 12794311 WALL SECTIONS AND DETAILS

A-316 12794312 WALL SECTION DETAILS

A-317 12794313 WALL SECTION DETAILS

A-401 12794314 ENLARGED PLANS AND INTERIOR ELEVATIONS

A-402 12794315 ENLARGED PLANS AND INTERIOR ELEVATIONS

A-403 12794316 ENLARGED PLANS AND INTERIOR ELEVATIONS

A-404 12794317 ENLARGED REFLECTED CEILING PLANS AND DETAILS

A-405 12794318 TYPICAL MOUNTING HEIGHTS

A-501 12794319 EXTERIOR DETAILS

A-502 12794320 EXTERIOR DETAILS

A-503 12794321 EXTERIOR DETAILS

A-510 12794322 DETAILS

A-511 12794323 DETAILS

A-520 12794324 CEILING DETAILS

A-530 12794325 CASEWORK DETAILS

A-531 12794326 INTERIOR PARTITION SCHEDULE AND DETAILS

A-601 12794327 DOOR SCHEDULE AND DETAILS

A-602 12794328 DOOR DETAILS

A-603 12794329 WINDOW ELEVATIONS AND DETAILS

A-604 12794330 WINDOW DETAILS

A-605 12794331 PARTITION DETAILS

A-900 12794332 DUMPSTER ENCLOSURE

INTERIORS

I-605 12794333 OVERALL FF&E PLAN

I-606 12794334 FF&E PLAN - AREA A

I-607 12794335 FF&E PLAN - AREA B

I-609 12794336 INTERIOR FINISH LEGEND

I-610 12794337 FINISH SCHEDULE

I-611 12794338 FINISH PLAN - AREA A

I-612 12794339 FINISH PLAN - AREA B

I-613 12794340 INTERIOR DETAILS

I-614 12794341 FF&E PLAN - AREA A - MODULAR WALL SYSTEM

I-615 12794342 FF&E PLAN - AREA B - MODULAR WALL SYSTEM

I-616 12794343 MODULAR WALL SYSTEM DETAILS

I-617 12794344 MODULAR WALL SYSTEM ELEVATIONS

I-618 12794345 MODULAR WALL SYSTEM ELEVATIONS

I-619 12794346 MODULAR WALL SYSTEM ELEVATIONS

I-620 12794347 MODULAR WALL SYSTEM ELEVATIONS

I-621 12794348 COLLATERAL EQUIPMENT PLAN - AREA A - RAISED ACCESS FLOOR

I-622 12794349 COLLATERAL EQUIPMENT PLAN - AREA B - RAISED ACCESS FLOOR

I-623 12794350 SIGNAGE PLAN - AREA A

I-624 12794351 SIGNAGE PLAN - AREA B

I-625 12794352 SIGNAGE DETAILS

FX101 12794357 FIRST FLOOR FIRE PROTECTION PLAN-AREA A

FX102 12794358 FIRST FLOOR FIRE PROTECTION PLAN-AREA B

FX501 12794359 FIRE PROTECTION DETAILS

FX502 12794360 FIRE PROTECTION RISER DIAGRAM, SYMBOLS AND ABBREVIATIONS

FA001 12794353 LEGEND, ABREVIATIONS AND NOTES

FA101 12794354 FIRE ALARM AND MASS NOTIFICATION PLAN-AREA A

FA102 12794355 FIRE ALARM AND MASS NOTIFICATION PLAN-AREA B

FA601 12794356 FIRE ALARM DIAGRAMS

FIRE PROTECTION

M-001 12794372 LEGEND, ABREVIATIONS AND NOTES

MS101 12794373 MECHANICAL SITE PLAN

MH101 12794374 DUCTWORK FLOOR PLAN - AREA "A"

MH102 12794375 DUCTWORK FLOOR PLAN - AREA "B"

MH103 12794376 ROOF PLAN

MP101 12794377 MECHANICAL PIPING FLOOR PLAN - AREA "A"

MP102 12794378 MECHANICAL PIPING FLOOR PLAN - AREA "B"

M-301 12794379 MECHANICAL SECTION

M-401 12794380 ENLARGED MECHANICAL PLANS

M-501 12794381 MECHANICAL DETAILS

M-502 12794382 MECHANICAL DETAILS

M-503 12794383 MECHANICAL DETAILS

M-504 12794384 MECHANICAL DETAILS

M-601 12794385 MECHANICAL SCHEDULES

M-602 12794386 MECHANICAL SCHEDULES

M-603 12794387 MECHANICAL SCHEDULES

M-604 12794388 OUTSIDE AIR AND DESIGN CONDITIONS

M-701 12794389 MECHANICAL CONTROLS - CHILLED WATER

M-702 12794390 MECHANICAL CONTROLS - HEATING WATER

M-703 12794391 MECHANICAL CONTROLS - ERU

M-704 12794392 MECHANICAL CONTROLS - FCU

M-705 12794393 MECHANICAL CONTROLS - MISC

MECHANICAL

E-001 12794394 LEGEND, ABBREVIATIONS AND GENERAL NOTES

ES101 12794395 SITE PLAN - ELECTRICAL

EL101 12794396 FIRST FLOOR PLAN - LIGHTING - AREA A

EL102 12794397 FIRST FLOOR PLAN - LIGHTING - AREA B

EL501 12794398 LIGHTING DETAILS

EL502 12794399 LIGHTING DETAILS

EL503 12794400 LIGHTING DETAILS

EL601 12794401 LIGHTING FIXTURE & LIGHTING CONTROL STRATEGY SCHEDULES

EP101 12794402 FIRST FLOOR PLAN - POWER - AREA A

EP102 12794403 FIRST FLOOR PLAN - POWER - AREA B

EP103 12794404 FIRST FLOOR PLAN - MECHANICAL EQUIPMENT POWER - AREA A

EP104 12794405 FIRST FLOOR PLAN - MECHANICAL EQUIPMENT POWER - AREA B

EP105 12794406 FIRST FLOOR PLAN - AV EQUIPMENT POWER - AREA A

EP106 12794407 FIRST FLOOR PLAN - AV EQUIPMENT POWER - AREA B

EP401 12794408 ENLARGED PLANS

EP402 12794409 ENLARGED PLANS

EP501 12794410 POWER DETAILS

EP502 12794411 POWER DETAILS

EP503 12794412 POWER DETAILS

EP601 12794413 POWER RISER DIAGRAM

EP602 12794414 PANELBOARD SCHEDULES

EP603 12794415 PANELBOARD SCHEDULES

EP604 12794416 PANELBOARD SCHEDULES

EP605 12794417 PANELBOARD SCHEDULES

EP606 12794418 PANELBOARD SCHEDULES

ET001 12794419 TELECOMMUNICATIONS LEGEND, ABBREVIATIONS AND GENERAL NOTES

ET101 12794420 FIRST FLOOR PLAN - TELECOMMUNICATIONS - AREA A

ET102 12794421 FIRST FLOOR PLAN - TELECOMMUNICATIONS - AREA B

ET103 12794422 FIRST FLOOR PLAN - NETWORK OVERHEAD HORIZONTAL PATHWAYS - AREA A

ET104 12794423 FIRST FLOOR PLAN - NETWORK OVERHEAD HORIZONTAL PATHWAYS - AREA B

ET105 12794424 FIRST FLOOR PLAN - NETWORK BELOW FLOOR ROUTING - AREA A

ET106 12794425 FIRST FLOOR PLAN - NETWORK BELOW FLOOR ROUTING - AREA B

ET401 12794426 ENLARGED PLANS

ET501 12794427 TELECOMMUNICATIONS DETAILS

ET502 12794428 TELECOMMUNICATIONS DETAILS

ET503 12794429 TELECOMMUNICATIONS DETAILS

ET504 12794430 TELECOMMUNICATIONS DETAILS

ET601 12794431 TELECOMMUNICATIONS RISER DIAGRAMS

ET602 12794432 NETWORK CONNECTIONS SCHEDULE

EY101 12794433 FIRST FLOOR PLAN - AUXILIARY SYSTEMS - AREA A

EY102 12794434 FIRST FLOOR PLAN - AUXILIARY SYSTEMS - AREA B

EY501 12794435 AUXILIARY SYSTEMS DETAILS

EY601 12794436 AUXILIARY SYSTEMS RISER DIAGRAMS

EG101 12794437 LIGHTNING PROTECTION PLAN

ELECTRICAL

PLUMBING

LANDSCAPE

L-101 12794276 LANDSCAPE – SITE PLAN - OVERALL SITE

L-401 12794277 LANDSCAPE - ENLARGEMENT - MAIN ENTRANCE

L-501 12794278 LANDSCAPE – FINISHES & DETAILS - SECTIONS

L-502 12794279 LANDSCAPE – DETAILS & SITE FURNISHINGS

LP101 12794280 LANDSCAPE – PLANTING PLAN - DRIVE & BMP

LP102 12794281 LANDSCAPE – PLANTING PLAN - MAIN BUILDING

LP601 12794282 LANDSCAPE – PLANTING SCHEDULE & DETAILS

P-001 12794361 LEGEND, ABREVIATIONS AND NOTES

PL101 12794362 SANITARY AND SUPPLY FLOOR PLAN - AREA "A"

PL102 12794363 SANITARY AND SUPPLY FLOOR PLAN - AREA "B"

P-401 12794364 ENLARGED PLUMBING PLANS

P-402 12794365 ENLARGED PLUMBING PLANS

P-501 12794366 PLUMBING DETAILS

P-502 12794367 PLUMBING DETAILS

P-601 12794368 PLUMBING SCHEDULES

P-901 12794369 DOMESTIC WATER RISER

P-902 12794370 SANITARY RISER

P-903 12794371 PROPANE GAS RISER

GENERAL

SHEET NUMBER SHEET NAMENAVFAC DRAWING NO. SHEET NUMBER SHEET NAMENAVFAC DRAWING NO.

SHEET NUMBER SHEET NAMENAVFAC DRAWING NO.

GEOTECHNICAL

B-100 12794227 FIELD EXPLORATION BORING LOCATION MAP AND PRELOADING REQUIREMENTS

B-101 12794228 BORING LEGEND AND LOGS

B-102 12794229 BORING LOGS

B-103 12794230 BORING LOGS

B-104 12794231 BORING LOGS AND LABORATORY TEST RESULTS

PLUMBING

FIRE PROTECTION

S Y

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SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

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M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

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G C

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DRAWFORM REVISION: 17 APRIL 2018

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A V A L F A C

S E N G

E E R

G C O M M A N D M

-A T L A N T

C A

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L E

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S O

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AS NOTED

UNCLASSIFIED

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440 S. CHURCH STREET, SUITE 1000

CHARLOTTE, NC 28202

TEL (704)338-6700

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AVS KLC

06/19/2020

Approved by Emily Sylvester, Director of Installation Development Division

SGL/RMS

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AUDIO/VIDEO

TA000 12794438 AV DRAWING INDEX, SYMBOLS AND NOTES

TA100 12794439 OVERALL AV ROOM PLAN

TA101 12794440 AREA A AV FLOOR PLAN

TA102 12794441 AREA B AV FLOOR PLAN

TA201 12794442 AREA A AV REFLECTED CEILING PLAN

TA202 12794443 AREA B AV REFLECTED CEILING PLAN

TA400 12794444 OPS AREAS DISPLAY WALL ELEVATION

TA500 12794445 CONFERENCE ROOM SIGNAL FLOW LINE DIAGRAM

TA501 12794446 OPS AREAS SIGNAL FLOW LINE DIAGRAM

TA502 12794447 OFFICE/OPEN AREAS SIGNAL FLOW LINE DIAGRAM

SHEET LIST

SHEET NUMBER SHEET NAMENAVFAC DRAWING NO.

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ACTIVITY

FOR COMMANDER NAVFAC

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EPROJECT NO.:

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CHARLOTTE, NC 28202

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AJS TRF

06/19/2020

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1603164

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• SMOKE PARTITION REQUIRED FOR GENERAL STORAGE, BOILER, OR FURNACE NFPA 101 §8.7.1.1, 8.7.1.2 , 38.3.2.1

PROTECTION FROM HAZARDS

SPRINKLERED BUILDINGS 38.3.6.1 (3)

• CORRIDORS PROVIDING ACCESS TO AN EXIT: NO RATING REQUIRED IN FULLY NFPA 101 § 7.1.3.1 (2), 12.3.6 (2), NFPA 101 EXIT ACCESS CORRIDORS:

• ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS) 0 HOUR

• FLOOR CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS) 0 HOUR

• NONBEARING WALLS & PARTITIONS - INTERIOR 0 HOUR (NOTE 1)

• NONBEARING WALLS - EXTERIOR SEPARATION DISTANCE >30' 0 HOUR

• BEARING WALLS - INTERIOR 0 HOUR

• BEARING WALLS - EXTERIOR SEPARATION DISTANCE >30' 0 HOUR

• STRUCTURAL FRAME (INCLUDING COLUMNS, GIRDERS, AND TRUSSES) 0 HOUR

IBC 601 & TABLE 602 ALL ALLOWABLE

COMBUSTIBLE MATERIALS AS DEFINED IN

SECTION 603

IBC STRUCTURAL ELEMENTS:

FIRE RESISTANCE REQUIREMENTS

• ALLOWABLE HEIGHT: 75 FEET AND 3 STORIES FOR FULLY SPRINKLED A-3 BUILDING IBC §504.1 TABLE 504.3/504.4

• ALLOWABLE GROSS SQUARE FEET OF BUILDING: 38,000 SQ.FT. MIXED USE IBC §506.2.2

ALLOWABLE IBC BUILDING HEIGHT AND FLOOR AREA:

• BUILDING IS FULLY PROTECTED WITH AN AUTOMATIC SPRINKLER SYSTEM

• BUILDING HEIGHT AND STORIES: 25FT. 10IN. AND 1 STORIES IBC § 502 BUILDING HEIGHT DEFINITION

• TOTAL BUILDING AREA: 30,000 SQ.FT. IBC § 502 BUILDING AREA DEFINITION

• TYPE IIB CONSTRUCTION (IBC) IBC § 602 & TABLE 601

BUILDING DESCRIPTION - PROVIDED

NEW BUSINESS NFPA CHAPTER 38

NEW ASSEMBLY NFPA CHAPTER 12

• NFPA OCCUPANCY CLASSIFICATIONS - MIXED OCCUPANCIES - NON-SEPARATED OCCUPANCY NFPA 101 § 6.1.14.3

GROUP B IBC § 304 (BUSINESS)

ASSEMBLY A-3 IBC § 303 (ASSEMBLY)

• IBC OCCUPANCY CLASSIFICATIONS - MIXED USE AND OCCUPANCY - NON-SEPARATED OCCUPANCY IBC § 508.3

BUILDING OCCUPANCY CLASSIFICATION

ARCHITECTURAL BARRIERS ACT (ABA), 2015 EDITION

INTERNATIONAL CODE COUNCIL, INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION. (AS AMENDED BY UFC 1-200-01)

OTHER REFERENCES

NFPA 291, RECOMMEND PRACTICE FOR FIRE FLOW TESTING AND MARKING OF HYDRANTS, 2019 EDITION

NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION. ALTERATION, AND DEMOLITION OPERATIONS, 2019 EDITION

NFPA 170, STANDARD FOR FIRE SAFETY AND EMERGENCY SYMBOLS, 2018 EDITION

NFPA 101, LIFE SAFETY CODE, 2018 EDITION.

NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATION SYSTEMS, 2018 EDITION.

NFPA 80, STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES, 2019 EDITION

NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2019 EDITION.

NFPA 70, NATIONAL ELECTRIC CODE, 2017 EDITION

NFPA 24, STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES, 2019 EDITION

NFPA 13, STANDARD FOR THE INSTALLATION OF AUTOMATIC SPRINKLERS, 2019 EDITION.

NFPA 1, FIRE CODE, 2015 EDITION.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

UFC 4-021-01, DESIGN AND O&M MASS NOTIFICATION SYSTEMS, 9 APR 2008, CHANGE 1, JANUARY 2010.

UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, 12 DEC 2018

UFC 3-601-02, OPERATION AND MAINTENANCE: INSPECTION, TESTING AND MAINTENANCE OF FIRE PROTECTION SYSTEMS, 8 SEP 2010.

UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES, 7 FEB 2020.

UFC 3-520-01, INTERIOR ELECTRICAL SYSTEMS, 6 OCTOBER 2015

UFC 3-230-01, WATER STORAGE, DISTRIBUTION AND TRANSMISSION, 1 SEP 2018, CHANGE 1, 1 OCT 2018.

UFC 3-220-01, GEOTECHNICAL ENGINEERING, 1 NOVEMBER 2012

UFC 1-300-9N (15 MAY 2014 INCLUDING CHANGE 4, 14 JUN 2018) DESIGN PROCEDURES.

UFC 1-300-02, UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS) FORMAT STANDARD, CHANGE 2, 1 APRIL 2019.

UFC 1-200-01, GENERAL BUILDING REQUIREMENTS, 20 JUN 2016, CHANGE 2, 01 NOV 2018.

UNIFIED FACILITIES CRITERIA (UFC)

REFERENCED CODES AND STANDARDS

CODE ANALYSIS

P-1395 SOF MARINE RAIDER REGIMENT HQ

FACILTY DESCRIPTION

IN DESIGN ARE LISTED):

WAY AND SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING (ONLY THOSE INCLUDED

• EACH REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE CONTINUOUS TO A PUBLIC IBC § 1009.2

ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO.

REQUIRED BY SECTION 1006.1 OR 1006.3 FROM ANY ACCESSIBLE SPACE, EACH

ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF EGRESS ARE

• ACCESSIBLE MEANS OF EGRESS SHALL BE PROVIDED WITH NOT LESS THAN ONE IBC § 1009.1

(NOTE: IN THE 2015 EDITION OF IBC ACCESSIBLE MEANS OF EGRESS WAS MOVED TO SECTION 1009)

ACCESSIBLE MEANS OF EGRESS. (2015 EDITION)

• ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH THE IBC §1007 (2003 EDITION) ABA F207.1

THE 2015 EDITION WILL BE USED.

EGRESS AND ACCESSIBILITY. UTILIZE THE ABA. WHERE THE ABA REFERENCES THE IBC, § 2-10 & 2-11

• PER UFC 1-200-01 §2-10 AND 2-11, DELETE CHAPTER 10 & 11 OF THE IBC FOR MEANS OF UFC 1-200-01

ACCESSIBLE MEANS OF EGRESS

• EVERY EXIT OR DIRECTIONAL SIGN SHALL BE ILLUMINATED BY A RELIABLE LIGHT SOURCE NFPA 101 § 7.10.5.1

LOCATION WHERE DIRECTION OF TRAVEL TO REACH THE NEAREST EXIT IS NOT APPARENT

• A SIGN WITH DIRECTIONAL INDICATOR SHOWING DIRECTION OF TRAVEL SHALL BE PLACED IN EVERY NFPA 101 § 7.10.2.1

THE EXIT OR WAY TO REACH EXIT IS NOT READILY APPARENT TO OCCUPANTS

• ACCESS TO EXITS SHALL BE MARKED BY APPROVED, READILY VISIBLE SIGNS IN ALL CASES WHERE NFPA 101 § 7.10.1.5.1

EXITS, SHALL BE MARKED BY APPROVED SIGNS

• EXITS OTHER THAN MAIN EXTERIOR EXIT DOORS THAT ARE OBVIOUSLY AND CLEARLY IDENTIFIED AS NFPA 101 § 7.10.1.2.1

MARKING MEANS OF EGRESS

• MINIMUM ILLUMINATION FOR FLOORS AND OTHER WALKING SURFACES SHALL BE AT LEAST 1FT. CANDLE NFPA 101 § 7.8.1.3 (2)

ILLUMINATION OF MEANS OF EGRESS

• DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHERE SERVING 50 OR MORE PERSONS. NFPA 101 § 7.2.1.4.2 (1)

• NOT LESS THAN 32" FOR DOOR CLEAR WIDTH NFPA 101 § 7.2.1.2.3.2

• NOT LESS THAN 44" FOR ALL CORRIDORS SERVING MORE THAN 50 ASSEMBLY OCCUPANTS NFPA 101 § 12.2.3.8

• NOT LESS THAN 36" FOR ANY MEANS OF EGRESS NFPA 101 § 7.3.4.1 (2)

MINIMUM WIDTH

SERVED.

THAN 1/3RD THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE

• MINIMUM DISTANCE SEPARATION BETWEEN EXITS AND EXIT ACCESS DOORS SHALL BE NOT LESS NFPA 101 § 7.5.1.3.3

REMOTENESS OF EXITS

• BUSINESS, SPRINKLERED: 50 FEET NFPA 101 § 38.2.5.2.1

• ASSEMBLY, SPRINKLERED: 20 FEET NFPA 101 § 12.2.5.1.3

DEAD-END LIMITS

• BUSINESS, SPRINKLERED: 100 FEET NFPA 101 § 38.2.5.3.1

• ASSEMBLY, SPRINKLERED: 50 OR LESS OCCUPANTS 75FT, GREATER THAN 50 OCCUPANTS 20FT NFPA 101 § 12.2.5.1.2

COMMON PATH OF TRAVEL

• BUSINESS, SPRINKLERED: 300 FEET NFPA 101 § 38.2.6.3

• ASSEMBLY, SPRINKLERED: 250 FEET NFPA 101 § 12.2.6.2 (1)

TRAVEL DISTANCE TO AN EXIT

• OCCUPANT LOAD 1-500: NOT LESS THAN 2 MEANS OF EGRESS REQUIRED NFPA 101 § 7.4.1.1

MINIMUM NUMBER OF MEANS OF EGRESS

MEANS OF EGRESS REQUIRED; SEE LIFE SAFETY PLANS FOR EGRESS PROVIDED

BUSINESS A OR B A OR B A, B, OR C CLASS I OR II

ASSEMBLY A A OR B A, B, OR C CLASS I OR II

EXITS

EXIT ACCESS

CORRIDORS

ROOMS AND ENCLOSED

SPACES

INTERIOR FINISH FLOOR

GROUP

WITH SPRINKLER SYSTEM

INTERIOR WALL, CEILING, AND FLOOR FINISHES: NFPA 101 CHAPTER 10 TABLE A.10.2.2

FIRE DAMPERS REQUIRED FOR AIR TRANSFER GRILLES.

• FIRE DAMPERS NOT REQUIRED FOR FULLY DUCTED HVAC IN 1-HOUR FIRE RATED BARRIERS. NFPA 90A § 5.3.1.1

REQUIRED FIRE DAMPERS IN RATED WALLS

A MAXIMUM TRAVEL DISTANCE TO THE EXTINGUISHER OF 75 FEET.

A STANDARD 4A:80BC EXTINGUISHER WILL COVER 6,000 SQ.FT. OF FLOOR SPACE WITH

UTILIZING ORDINARY (MODERATE) EXTINGUISHER PLACEMENT FOR CLASS A HAZARDS.

• MECHANICAL ROOMS AND LARGE STORAGE ROOMS SHALL BE PROTECTED NFPA 10 TABLE § 6.2.1.1

(EG:CLEAN AGENT).

SPACES. EXTINGUISHERS OUTSIDE COMMUNICATIONS SPACES SHALL BE SUITABLE FOR ELECTRONICS

BRACKET MOUNTED FIRE EXTINGUISHERS. RECESSED OR SEMI-RECESSED TO BE PROVIDED IN FINISHED

• PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED PER NFPA 10. MECHANICAL ROOMS SHALL HAVE

• FIRE EXTINGUISHERS ARE NOT REQ'D IN SPRINKLERED BUILDINGS UFC 3-300-01 § 9-17.1

FIRE EXTINGUISHERS

• STANDPIPE SYSTEMS NOT REQUIRED UFC 3-600-01 § 9-10

UNSUPERVISED BURIED RESILENT SEATED GATE VALVE IN LIEU OF PIV

• FIRE SPRINKLER WATER SUPPLY UNDERGROUND PIPING - BASE STANDARD IS TO PROVIDE NFPA 24 § 6.1.1.3

• EXISTING WATER SUPPLY WILL BE CAPABLE TO SUPPLY DEMAND WITHOUT A FIRE PUMP

• SYSTEM DEMAND INCLUDES BOTH SPRINKLER AND HOSE STREAM ALLOWANCE

• ANTICIPATED SYSTEM DEMAND IS 875 GPM @ 38 PSI BASED ON PRELIMINARY CALCUATIONS

3-600-01 WITH THE EXCEPTION OF STORAGE OCCUPANCIES, WHERE NFPA 13 DESIGN CRITERIA APPLIES

• SPRINKLER SYSTEM DESIGN TO BE IN ACCORDANCE WITH TABLE 9-3 & TABLE 9-4 OF UFC UFC 3-600-01 § 9-7.3

MODIFIED BY UFC-3-600-01

• SPRINKLER SYSTEMS MUST COMPLY WITH NFPA 13 EXCEPT WHERE SPECIFICALLY UFC 3-600-01 § 9-7.1.1

AREA OR CONSTRUCTION TYPE

• SPRINKLER PROTECTION REQUIRED FOR MULTI-STORY BUILDING REGARDLESS OF FLOOR UFC 3-600-01 § 9-7.2.1.2

EXCEEDING 15,000SQ.FT.

• SPRINKLER PROTECTION REQUIRED FOR SINGLE STORY TYPE I OR II CONSTRUCTION UFC 3-600-01 § 9-7.2.1.1

FIRE SUPPRESSION SYSTEMS AND WATER SUPPLY

ALARM AND MNS EQUIPMENT

• SURGE PROTECTION DEVICE SHALL BE PROVIDED FOR ALL 120 VAC POWERED FIRE UFC 3-600-01 § 9-18.11.2

• BREAKER LOCK SHALL BE PROVIDED FOR FIRE ALARM AND MNS IAW UFC 3-520-01 UFC 3-600-01 § 9-18.11.1

• THE FIRE ALARM EVACUATION SIGNAL SHALL BROADCAST OVER THE MNS SYSTEM. UFC 3-600-01 § 9-18.1.2.1

• VOICE INTELLIGIBILITY TO BE PROVIDED THROUGHOUT (CIS >0.7 OR STI > 0.5) UFC 4-021-01 § 4-6.1.2

• MASS NOTIFICATION SYSTEM PROVIDED WHERE OCCUPANT LOAD IS 11 OR MORE PERSONS UFC 4-010-01 § 1-7

• NOTIFICIATION TO BE PROVIDED THROUGHOUT ENTIRE BUILDING UFC 3-600-01 § 9-18.6.1

• SPRINKLER VALVE SUPERVISION - SEPARATE ADDRESS FOR EACH VALVE UFC 3-600-01 § 9-18.7.3

• SPRINKLER WATERFLOW MONITORING - SEPARATE ADDRESS FOR EACH WATERFLOW SWITCH UFC 3-600-01 § 9-18.7.1

• MANUAL PULL STATION AT ALL EXIT DOORS UFC 3-600-01 § 9-18.7.4

• REMOTE ANNUNCIATOR PROVIDED AT DESIGNATED PRIMARY ENTRANCE UFC 3-600-01 § 9-18.4.4

• REPORTING TO SUR-GARD SYSTEM III MULTI-PLATFORM DIGITAL TELEPHONE RECIEVER.

• ANALOG / ADDRESSABLE FIRE ALARM SYSTEM SHALL BE PROVIDED UFC 3-600-01 § 9-18.4

• MASS NOTIFICIATION SYSTEM TO BE INSTALLED IN ACCORDANCE WITH UFC 4-021-01

• FIRE ALARM SYSTEM TO BE INSTALL IN ACCORDANCE WITH UFC-3-600-01, NFPA 70, NFPA 72 AND ABA

FIRE ALARM AND MASS NOTIFICATION SYSTEM (MNS)

ACTIVE FIRE PROTECTION SYSTEMS (SHALL COMPLY WITH UFC 3-600-01 CHAPTER 9)

• AT LEAST ONE HYDRANT MUST BE LOCATED WITHIN 150FT OF THE FIRE DEPARTMENT CONNECTION UFC 3-600-01 § 9-3.5.8.4

CONSIDERATION GIVEN TO ACCESSIBILITY AND OBSTRUCTIONS.

• ALL PARTS OF THE FACILITY EXTERIOR MUST BE WITHIN 350FT OF A HYDRANT WITH UFC 3-600-01 § 9-3.5.8.2

FIRE HYDRANT PLACEMENT AND COVERAGE (UFC 3-600-01 § 9-3.5; SEE CODE COMPLIANCE SITE PLAN)

• DIMENSIONS OF FIRE LANES AND TURNAROUNDS COMPLY WITH NFPA 1.

FARTHER THAN 33 FEET FROM AN EXTERIOR DOOR ACCESSIBLE FOR FIRE DEPARTMENT INGRESS.

• ALL-WEATHER GROUND ACCESS MUST BE PAVED, START FROM THE ROAD, AND TERMINATE NO UFC 3-600-01 § 9-1.1

FIRE DEPARTMENT VEHICLE ACCESS (UFC 3-600-01 § 9-1; SEE CODE COMPLIANCE SITE PLAN)

• IT EQUIPMENT ROOMS: 300 SQ.FT./PERSON GROSS FLOOR AREA

• RECEPTION AREAS: 15 SQ.FT./PERSON NET FLOOR AREA

• CONFERENCE ROOMS: 15 SQ.FT./PERSON NET FLOOR AREA

• MECHANICAL/ELECTRICAL ROOMS: 500 SQ.FT./PERSON GROSS FLOOR AREA

UFC 3-600-01, TABLE 10-1

• BUSINESS USE: 150 SQ.FT./PERSON GROSS FLOOR AREA

• BUSINESS USE CONCENTRATED: 50 SQ. FT/PERSON GROSS FLOOR AREA

15 SQ. FT/PERSON NET FLOOR AREA

• ASSEMBLY USE: LESS CONCENTRATED WITHOUT FIXED SEATING

NFPA 101 TABLE 7.3.1.2

OCCUPANCY LOAD FACTORS

THAT ARE FULLY SPRINKLERED.

• LEVEL COMPONENTS (DOORS) - 0.2 INCHES PER OCCUPANT FOR DOORS IN BUILDINGS NFPA 101 TABLE 7.3.3.1

OCCUPANCY CAPACITY FACTORS

DSN

S Y

M D

E S

C R

D A

P P

Approved by Emily Sylvester, Director of Installation Development Division

WALL RATING LEGEND

1 HOUR FIRE BARRIER

SMOKE PARTITION

A CLEAR DOOR WIDTH [FEET - INCHES]

B OCCUPANT LOAD CAPACITY [NO.OF PEOPLE]

EXIT DOOR TAG

LIFE SAFETY NOTES:

1. FOR EXIT LIGHTS AND EMERGENCY LIGHTING, SEE ELECTRICAL LIGHTING

DRAWINGS (E SERIES).

LINE TYPES FOR MEANS OF EGRESS:

TRAVEL DISTANCE

COMMON PATH

SYMBOLCOMPONENT

LIFE SAFETY SYMBOLS:

EXIT DISCHARGE ARROW

EXIT DISCHARGE

SHARED OFFICE

OFFICE 2

OFFICE 3

OFFICE 4

OFFICE 5

OFFICE 6

OFFICE 7

OFFICE 8

OFFICE 9

OPEN OFFICE

BLUE OPS AREA

MECHANICAL

SPACE

ELECTRICAL

COMM

JTAC

CONFERENCE

ROOM

OFFICE 10

OFFICE 11

CORRIDOR

MENS RESTROOM

SECURITY BUNK

WOMENS

RESTROOM

COVERED AREA

DOOR

2'-8"

DOOR

2'-8"

DOOR

2'-8"

DOOR

ENTRY

VESTIBULE

SECURITY

PRINTER

5'-8"

-0

CP-1

1 2 3 4 5 6 7 8 9

CLOSET

DOOR

2'-8"

-0

DOOR

2'-8"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

E N

E E

G C

O M

M A

N D

DRAWFORM REVISION: 17 APRIL 2018

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

E N

E E

G C

O M

M A

N D

-A

T L A

N T

A M

P L

E J E

U N

J A

C K

S O

N V

L E

AS NOTED

UNCLASSIFIED

U N

S S

I E

440 S. CHURCH STREET, SUITE 1000

CHARLOTTE, NC 28202

TEL (704)338-6700

P M

C rv t\

-F -C

E N

T R

A L

P -1

A R

H Q

R F re e m a n

.r v t

G-004

A R

R A

R H

E A

D Q

U A

R T

E R

E S

A F

N -A

R E

A A

ZJS

12794224

AJS TRF

06/19/2020

SGL/RMS

1603164

K S

O N

, N

O R

T H

C A

R O

A M

A R

S O

EJA

L A

N T

C I C

O R

MEANS OF EGRESS ARRANGEMENT DISTANCE

SCHEDULE - BUILDING SUMMARY

EGRESS

PATH ID

EGRESS DISTANCE

PROVIDED MAXIMUM PERMITTED

CP-1 27' - 6" 100' - 0"

TD-1 212' - 6" 300' - 0"

TD-2 69' - 6" 300' - 0"

TD-3 57' - 0" 300' - 0"

TD-4 96' - 0" 300' - 0"

TD-5 140' - 6" 300' - 0"

TD-8 149' - 0" 300' - 0"

KEY PLAN

PLAN

NORTH

1/8" = 1'-0"A1

FIRST FLOOR LIFE SAFETY PLAN - AREA A

8'4' 16'0

MEANS OF EGRESS WIDTH CAPACITY

EXIT

PROVIDED EGRESS CAPACITY - LEVEL

COMPONENTS & RAMPS

EGRESS

CAPACITY

FACTOR

CLEAR

WIDTH

OCCUPANT LOAD

CAPACITY

100A 0.2 5' - 8" 320

109B 0.2 2' - 8" 160

109D 0.2 2' - 8" 160

110 0.2 2' - 8" 160

514 0.2 2' - 8" 160

515B 0.2 2' - 8" 160

515C 0.2 2' - 8" 160

A B

MECH/ELEC 1236 500 3

IT/COMM 231 300 1

BUSINESS 2625 150 54

OCCUPANT USE TYPE

AREA (SQ

FT)

OCCUPANT LOAD FACTOR

(SF/PERSON)

OCCUPANT

LOAD

COMMON AREA OCCUPANT LOAD SCHEDULE

RECEPTIONIST 86 15 6

CONFERENCE 356 15 24

BUSINESS

(CONCENTRATED) 6162 50 124

BUSINESS 3456 150 24

ASSEMBLY 2253 15 151

OCCUPANT USE TYPE

AREA (SQ

FT)

OCCUPANT LOAD FACTOR

(SF/PERSON)

OCCUPANT

LOAD

BLUE OPERATIONS OCCUPANT LOAD SCHEDULE

DSN

S Y

M D

E S

C R

D A

P P

Approved by Emily Sylvester, Director of

A CLEAR DOOR WIDTH [FEET - INCHES]

B OCCUPANT LOAD CAPACITY [NO.OF PEOPLE]

EXIT DOOR TAG

LIFE SAFETY NOTES:

1. FOR EXIT LIGHTS AND EMERGENCY LIGHTING, SEE ELECTRICAL LIGHTING

DRAWINGS (E SERIES).

LINE TYPES FOR MEANS OF EGRESS:

TRAVEL DISTANCE

COMMON PATH

SYMBOLCOMPONENT

LIFE SAFETY SYMBOLS:

EXIT DISCHARGE ARROW

EXIT DISCHARGE

T D

-6

DOOR

2'-8"

DOOR

2'-8"

DOOR

2'-8"

PURPLE OPS

AREA

TEAM ROOM

OFFICE 6

TRASH/MANT.

BREAKROOM

CORRIDOR

CONFERENCE

ROOM

CO OFFICE

OFFICE 1

OFFICE 2

OFFICE 3

OFFICE 4

OFFICE 5

GREEN OPS AREA

OFFICE 1

OFFICE 2

OFFICE 3

OFFICE 4

OFFICE 5

OFFICE 6

OFFICE 7

CO OFFICE

PRINTER

206OFFICE 8

TEAM ROOM

FIRE ALARM

ROOM

CORRIDOR

105 CONFERENCE

ROOM

CONFERENCE

ROOM

BREAKROOM

C P

-3

-0

8 9 10 11 12 13 14

-0

WALL RATING LEGEND

1 HOUR FIRE BARRIER

SMOKE PARTITION

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

E N

E E

G C

O M

M A

N D

DRAWFORM REVISION: 17 APRIL 2018

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

E N

E E

G C

O M

M A

N D

-A

T L A

N T

A M

P L

E J E

U N

J A

C K

S O

N V

L E

AS NOTED

UNCLASSIFIED

U N

S S

I E

440 S. CHURCH STREET, SUITE 1000

CHARLOTTE, NC 28202

TEL (704)338-6700

P M

C rv t\

-F -C

E N

T R

A L

P -1

A R

H Q

R F re e m a n

.r v t

G-005

A R

R A

R H

E A

D Q

U A

R T

E R

E S

A F

N -A

R E

A B

ZJS

12794225

AJS TRF

06/19/2020

SGL/RMS

1603164

K S

O N

, N

O R

T H

C A

R O

A M

A R

S O

EJA

L A

N T

C I C

O R

KEY PLAN

PLAN

NORTH

1/8" = 1'-0"A1

FIRST FLOOR LIFE SAFETY PLAN - AREA B

8'4' 16'0

A B

MEANS OF EGRESS ARRANGEMENT DISTANCE

SCHEDULE - BUILDING SUMMARY

EGRESS

PATH ID

EGRESS DISTANCE

PROVIDED MAXIMUM PERMITTED

CP-2 35' - 6" 100' - 0"

CP-3 36' - 0" 100' - 0"

TD-6 105' - 6" 300' - 0"

TD-7 112' - 0" 300' - 0"

TD-8 149' - 0" 300' - 0"

RECEPTIONIST 274 15 19

CONFERENCE 641 15 43

BUSINESS

(CONCENTRATED) 4320 50 87

BUSINESS 2447 150 17

OCCUPANT USE TYPE

AREA (SQ

FT)

OCCUPANT LOAD FACTOR

(SF/PERSON)

OCCUPANT

LOAD

GREEN OPERATIONS OCCUPANT LOAD SCHEDULE

CONFERENCE 422 15 29

BUSINESS

(CONCENTRATED) 2509 50 51

BUSINESS 1602 150 11

OCCUPANT USE TYPE

AREA (SQ

FT)

OCCUPANT LOAD FACTOR

(SF/PERSON)

OCCUPANT

LOAD

PURPLE OPERATIONS OCCUPANT LOAD SCHEDULE

MEANS OF EGRESS WIDTH CAPACITY

EXIT

PROVIDED EGRESS CAPACITY - LEVEL

COMPONENTS & RAMPS

EGRESS

CAPACITY

FACTOR

CLEAR

WIDTH

OCCUPANT LOAD

CAPACITY

100A 0.2 5' - 8" 320

110 0.2 2' - 8" 160

215A 0.2 2' - 8" 160

310A 0.2 2' - 8" 160

DSN

S Y

M D

E S

C R

D A

P P

FENCE

LOADING, STAGING,

SATELLITE ETC. AREA

ACCESS RO

2 4

SET BACK

FENCE

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

E N

E E

G C

O M

M A

N D

DRAWFORM REVISION: 17 APRIL 2018

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

E N

E E

G C

O M

M A

N D

-A

T L A

N T

A M

P L

E J E

U N

J A

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AS NOTED

UNCLASSIFIED

U N

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I E

440 S. CHURCH STREET, SUITE 1000

CHARLOTTE, NC 28202

TEL (704)338-6700

P M

C rv t\

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G-006

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1" = 50'-0"A1

FIRE PROTECTION SITE PLAN

50 1000 50 1000

HOSE PULL

HYDRANT

1. ALL PARTS OF BUILDING EXTERIOR WITHIN 350 FT OF A FIRE HYDRANT

AS REQUIRED UFC 3-600-01 PARA. 9-3.5.8.2.

2. ALL WEATHER GROUND ACCESS SHALL BE PROVIDED FOR

EMERGENCY VEHICLES PER UFC 3-600-01 PARA 9-1.1.

3. FIRE DEPARTMENT CONNECTION PROVIDED WITHIN 150 FT OF A FIRE

HYDRANT AS REQUIRED BY UFC 3-600-01 PARA. 3-7.3.3.

4. PER UFC 3-600-01 PARA 2-10.2. DIMENSIONS OF FIRE LANES AND

TURNAROUNDS SHALL COMPLY WITH NFPA 1, FIRE CODE, FIRE

DEPARTMENT ACCESS ROAD WITH UNOBSTRUCTED WIDTH IS NOT

LESS THAN 20 FT AS REQUIRED PER 2018 NFPA 1 SECTION 18.2.3.5.1.1.

5. FIRE ALARM/SPRINKLER RISER ROOM.

6. FIRE HOSE PULL 350 FT.

7. FIRE SPRINKLER WATER SUPPLY SHUT OFF BURIED RESILIENT SEATED

8" GATE VALVE.

8. FIRE DEPARTMENT MAIN ENTRANCE TO BUILDING.

GENERAL NOTES

LEGEND

KEYNOTES

KEY PLAN

1. A FRONTAGE INCREASE FOR ADDITIONAL ALLOWABLE BUILDING

SQUARE FOOTAGE NOT APPLIED.

A B

DSN

S Y

M D

E S

C R

D A

P P

F O

FLOW

F L O

FLOW

F L O

WETLAND

EVERETT CREEK ROAD

WETLAND

50' WETLAND BUFFER

RR612

STREAM CENTERLINE

100' STREAM BUFFER

P1396B

P1396

50' WETLAND BUFFER

PROJECT LOCATION

EVERETT CREEK ROAD

C STREET

R I F

A N

A STREET

FIELD EXPLORATION LOCATION DATA

BORING NO. LATITUDE LONGITUDE NORTHING EASTING TEST DEPTH SURFACE ELEV.

19P-01 N034° 34' 23.16" W077° 26' 41.38" 303233.571' 2468135.931' 10 FEET 34.61'

19P-02 N034° 34' 21.10" W077° 26' 38.59" 303029.321' 2468372.362' 10 FEET 31.31'

19P-03 N034° 34' 18.99" W077° 26' 36.67" 302818.750' 2468535.948' 10 FEET 23.10'

19P-04 N034° 34' 17.67" W077° 26' 36.66" 302685.015' 2468539.570' 10 FEET 21.43'

19P-05 N034° 34' 16.90" W077° 26' 39.45" 302603.582' 2468307.470' 10 FEET 24.42'

19B-01 N034° 34' 20.07" W077° 26' 41.53" 302921.400' 2468128.114' 50 FEET 32.36'

19B-02 N034° 34' 20.66" W077° 26' 40.30" 302982.495' 2468230.208' 50 FEET 33.34'

19B-03 N034° 34' 18.72" W077° 26' 38.59" 302788.264' 2468376.197' 40 FEET 25.55'

19B-04 N034° 34' 18.36" W077° 26' 39.89" 302750.257' 2468268.478' 40 FEET 26.83'

19B-05 N034° 34' 19.60" W077° 26' 40.12" 302875.482' 2468246.962' 4 FEET 30.58'

19B-06 N034° 34' 16.87" W077° 26' 38.16" 302601.958' 2468415.545' 40 FEET 23.90'

19B-07 N034° 34' 17.55" W077° 26' 37.03" 302672.205' 2468508.379' 40 FEET 22.20'

19SW-01 N034° 34' 15.54" W077° 26' 39.75" 302465.462' 2468284.427' 15 FEET 23.56'

19SW-02 N034° 34' 15.32" W077° 26' 37.59" 302446.376' 2468464.888' 15 FEET 21.21'

19SW-03 N034°34'16.54" W077°26'34.25" 302574.07' 2468742.29' 9 FEET 18.90 (APPROX)

19PZ-01 N034° 34' 19.31" W077° 26' 39.61" 302847.130' 2468290.068' 15 FEET 28.70'

19PZ-02 N034° 34' 17.14" W077° 26' 37.58" 302630.737' 2468463.567' 15 FEET 23.20'

19PZ-03 N034° 34' 16.24" W077° 26' 36.97" 302539.826' 2468515.272' 15 FEET 21.50'

19B-01A N034° 34' 19.92" W077° 26' 41.64" 302918.000' 2468117.000' < 5 FEET 32.29

19B-02A N034° 34' 20.64" W077° 26' 40.56" 302992.000' 2468212.000' < 5 FEET 33.42

19P-02A N034° 34' 21.00" W077° 26' 38.76" 303031.000' 2468365.000' < 5 FEET 31.52

440 S. CHURCH STREET, SUITE 1000

CHARLOTTE, NC 28202

TEL (704)338-6700

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

2 3 4 5

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

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B-100

1" = 80'

O N

N M

G R

0' 160'80'40'

LOCATION MAP

NOT TO SCALE

RMB

JCC

ARM

FIELD EXPLORATION BORING LOCATION MAP

1" = 80'

1. SETTLEMENT PLATE, SEE PRELOADING REQUIREMENTS BELOW.

NEW WORK KEYNOTES

A. INSTALL TWO SETTLEMENT PLATES FIVE FEET OUTSIDE OF THE

BUILDING FOOTPRINT AFTER STRIPPING AND GRUBBING AND

BEFORE ANY GRADE INCREASING FILL. SETTLEMENT PLATES

WILL BE CONSTRUCTED IN ACCORDANCE WITH NCDOT

STANDARD 100_010_W5518_RDY_2G-1 OR APPROVED EQUAL.

B. CONTRACTOR MUST SURVEY INITIAL SETTLEMENT PLATE

LOCATIONS AND ELEVATIONS, INCLUDING ANY INSTALLED

RISERS PRIOR TO FILL PLACEMENT.

C. CONTRACTOR MUST PROVIDE SURVEYED INFORMATION ON A

WEEKLY BASIS OF SETTLEMENT PLATE ELEVATION ONCE FINAL

SUBGRADE ELEVATIONS HAVE BEEN REACHED FOR A MINIMUM

PERIOD OF 60 DAYS (PRELOADING WAIT PERIOD). REPORT

RESULTS TO THE CONTRACTING OFFICER WEEKLY.

D. ONCE SETTLEMENT PROGRESSION HAS STABILIZED (90%

SETTLEMENT DISSIPATED OR GREATER), ISSUE REPORT OF

SETTLEMENT OBSERVATIONS TO THE CONTRACTING OFFICER

REQUESTING RELEASE FROM THE PRELOADING PERIOD.

GENERAL SHEET NOTES

PRELOADING REQUIREMENTS:

12794227

6/26/2020

Approved by Emily Sylvester, Director of

06/19/2020

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

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FIRE PROTECTION

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AS NOTED

UNCLASSIFIED

U N

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440 S. CHURCH STREET, SUITE 1000

CHARLOTTE, NC 28202

TEL (704)338-6700

M C rv t\

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B-101

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BORING LOG GENERAL NOTES:

1. THE SOIL BORING RECORDS REPRESENT THE GEOTECHNICAL

ENGINEER'S INTERPRETATION OF THE SUBSURFACE

CONDITIONS ENCOUNTERED AT THE SPECIFIC BORING

LOCATIONS AT THE TIME OF THE SITE EXPLORATION BASED ON

VISUAL EXAMINATION OF FIELD SAMPLES OBTAINED AND

LABORATORY CLASSIFICATION TESTING ON SELECTED SAMPLES.

2. LINES DESIGNATING THE INTERFACE BETWEEN VARIOUS STRATA

ON THE BORING RECORDS REPRESENT THE APPROXIMATE

INTERFACE LOCATION. THE ACTUAL TRANSITION BETWEEN

STRATA MAY BE MORE GRADUAL THAN INDICATED. THE BORING

RECORDS MAY NOT NECESSARILY BE REPRESENTATIVE OF THE

MATERIAL CHARACTER AND STRATA THICKNESS OVER THE

ENTIRE CONSTRUCTION AREA.

3. WATER LEVELS SHOWN ON THE BORING RECORDS REPRESENT

THE CONDITIONS ENCOUNTERED AT THE TIME OF THE FIELD

EXPLORATION AND DO NOT NECESSARILY REPRESENT

GROUNDWATER LEVELS THAT WILL BE ENCOUNTERED DURING

CONSTRUCTION. IT IS POSSIBLE THAT GROUNDWATER LEVELS

WILL FLUCTUATE DUE TO SEASONAL VARIATIONS AND OTHER

FACTORS.

4. APPROXIMATE BORING LOCATIONS ARE SHOWN ON DRAWING

SHEET B-100. BORING LOCATIONS (LAT/LONG) WERE

ESTABLISHED USING A HANDHELD GPS RECEIVER HAVING AN

ACCURACY OF 10 FEET. BORING SURFACE ELEVATIONS SHALL BE

CONSIDERED ACCURATE TO NO MORE THAN 0.5 FEET.

5. BORINGS WERE ADVANCED USING MUD ROTARY DRILLING

METHOD AS NOTED. REFER TO THE BORING LOG LEGEND FOR

AN EXPLANATION OF THE SYMBOLS USED. BORINGS AND

TESTING WERE PERFORMED BY GET SOLUTIONS, INC.

FAD

S Y

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6/26/2020

Approved by Emily Sylvester, Director of

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

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AS NOTED

UNCLASSIFIED

U N

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I E

440 S. CHURCH STREET, SUITE 1000

CHARLOTTE, NC 28202

TEL (704)338-6700

M C rv t\

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N T

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J a s o n .C o o k s e y .r v t

B-102

A R

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12794229

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06/19/2020

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SGL/RMS

1603164

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FAD

S Y

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6/26/2020

Approved by Emily Sylvester, Director of

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

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PM/DM

BRANCH MANAGER

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FIRE PROTECTION

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AS NOTED

UNCLASSIFIED

U N

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I E

440 S. CHURCH STREET, SUITE 1000

CHARLOTTE, NC 28202

TEL (704)338-6700

M C rv t\

-S

-C E

N T

R A

J a s o n .C o o k s e y .r v t

B-103

A R

R A

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B O

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12794230

SB SD

06/19/2020

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SGL/RMS

1603164

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FAD

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6/26/2020

Approved by Emily Sylvester, Director of

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

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BRANCH MANAGER

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FIRE PROTECTION

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AS NOTED

UNCLASSIFIED

U N

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I E

440 S. CHURCH STREET, SUITE 1000

CHARLOTTE, NC 28202

TEL (704)338-6700

M C rv t\

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-C E

N T

R A

J a s o n .C o o k s e y .r v t

B-104

A R

R A

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12794231

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06/19/2020

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SGL/RMS

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LABORATORY TESTING NOTES:

1. THE LABORATORY TEST RESULTS REPRESENT THE SUBSURFACE SOIL PROPERTIES

ENCOUNTERED AT THE SPECIFIC BORING LOCATIONS AND DEPTHS. IT IS POSSIBLE THAT

SOIL PROPERTIES AND CONDITIONS BETWEEN THE INDIVIDUAL BORING LOCATIONS AND

DEPTHS WILL BE DIFFERENT FROM THOSE INDICATED.

2. LABORATORY TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING

ASTM STANDARDS: D2216, D1140, D6913, D7928, D4318, D698, D1883, AND D2435.

3. MOISTURE CONTENT AND INDEX TESTS WERE PERFORMED ON JAR SAMPLES OBTAINED

FROM THE SOIL BORINGS. MOISTURE-DENSITY AND CBR TESTS WERE PERFORMED ON

SURFACE EXCAVATED COMPOSITE BULK SAMPLES.

4. "HDR GEOTECHNCICAL ENGINEERING REPORT, REV. 3 - P-1395 SPECIAL OPERATIONS

FORCES MARINE RAIDER REGIMENTAL HQS" DATED MAY 29, 2020 CONTAINS DETAILS OF

LABORATORY TESTING RESULTS.

FAD

S Y

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6/26/2020

Approved by Emily Sylvester, Director of

UTILITY BENEATH STRUCTURE

LARGE PIPELINE

PIPELINE

CENTERLINE

PROPERTY LINE

EASEMENT

LIMITS OF DISTURBANCE

ROW

LOD LOD

EXISTING CONTOUR W/ ELEVATION (MAJOR)

EXISTING CONTOUR (MINOR)

CONTOUR W/ ELEVATION (MAJOR)

HIGHWAY GUARDRAIL

EXISTING VEGETATION/BRUSH LINE

X X X

SECURITY FENCE

SF SF SF

SILT FENCE

DOWNGUY

SURVEY BENCHMARK

SPOT ELEVATION

SURVEY CONTROL POINT

IDENTIFICATION AND APPROXIMATE

LOCATION OF SOIL TEST HOLE

CIVIL MAPPING SYMBOLOGY

BUOY

STORM CURB CATCH BASINEMBANKMENT SLOPE (CUT)

FLOW ARROW

EMBANKMENT SLOPE RIGHT ARROW RIGHT

EMBANKMENT SLOPE LEFT ARROW LEFT

CLEANOUT

FUEL OIL METER

FUEL OIL MANHOLE

FUEL OIL VAULT

EMBANKMENT SLOPE (FILL)

GREASE TRAP

GRIT CHAMBER

NATURAL GAS METER

NATURAL GAS RECEIVER

NATURAL GAS TRAP

NATURAL GAS LINE VAULT

HEADWALL

HORIZONTAL CONTROL POINT

VERTICAL CONTROL POINT

INTERSTATE HIGHWAY SYMBOL

INDUSTRIAL WASTE WATER METER

INDUSTRIAL WASTE WATER MANHOLE

EXTERIOR UTILITY JUNCTION BOX

MONITORING WELL

POST INDICATOR VALVE

PUMP STATION

RAIL SIGNAL

RAIL SWITCH

SECTION CORNER MONUMENT

SECTION CORNER NO MONUMENT

STORM DRAINAGE MANHOLE

SIGN

SANITARY MANHOLE

SEPTIC TANK

STATE HIGHWAY SYMBOL

TIDE GAUGE

TIRE TREDDLE

TRAFFIC ARM WITH CARD READER

TRAFFIC ARM MECHANICAL SWING

US HIGHWAY SYMBOL

WATER/AIR VENT

WATER BACKFLOW PREVENTER

WATER LEVEL IN SECTION/PROFILE

EXISTING UTILITY POLE

UTILITY/CIVIL LINE SYMBOLOGY

GATE VALVE

FIRE HYDRANT

CULVERT END SYMBOL

(WITH CULVERT SHOWN BETWEEN SYMBOLS)

H:V

CP-X

XXX

R R

WATER BLOWOFF

WATER METER

WATER SHUTOFF

WATER SOFTENER

WATER VALVE VAULT

PIEZOMETER

TANK BELOW GROUND

TANK HORIZONTAL ABOVE GROUND

TANK VERTICAL ABOVE GROUND

TEMPORARY SEDIMENT TRAP

HAY BALE

SOIL BORING

TEST PIT

FLOOD LIMIT (100 YEAR)

A. THIS IS A STANDARD CIVIL SYMBOLOGY SHEET. ALL SYMBOLS ARE NOT

NECESSARILY USED ON THIS PROJECT.

B. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING

COMPONENTS OR TO DE-EMPHASIZE PROPOSED IMPROVEMENTS TO

HIGHLIGHT SELECTED TRADE WORK. REFER TO CONTEXT OF EACH

SHEET FOR USAGE.

TP TP

TREE PROTECTION FENCE

STORM FLARED END SECTION

TS > TS >

DIVERSION SWALE

TREE LINE

WETLAND BUFFER

LINEAR REMOVAL/DEMOLITION

HEAVY DUTY ASPHALT PAVEMENT

CONCRETE SIDEWALK

SEDIMENT TUBE

YARD INLET SEDIMENT FILTER

EXISTING ELECTRICAL

EXISTING WATER

EXISTING SANITARY SEWER

EXISTING TREE LINE

CONTOUR (MINOR)

X X X

EXISTING SECURITY FENCE

RIPRAP

SILT FENCE ROCK OUTLET

STORM DRAINAGE DROP INLET

EXISTING OVERHEAD ELECTRICAL

EXISTING UNDERGROUND FIBER OPTIC

EXISTING UNDERGROUND TELEPHONE

OHE

PLUG VALVE

LIGHT DUTY ASPHALT PAVEMENT

ASPHALT PAVEMENT DEMOLITION

CONCRETE PAVEMENT DEMOLITION

440 S. CHURCH STREET, SUITE 1000

CHARLOTTE, NC 28202

TEL (704)338-6700

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

2 3 4 5

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

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A V

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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GENERAL SHEET NOTES

SGL/RMS

EJA

DLB

C-001

AS NOTED

MACHINE CLEAR AND GRUB

RMB

JCC

ARM

CONCRETE WHEEL STOP

UT UT

EXISTING UNDERGROUND ELECTRICAL

EXISTING UNDERGROUND GAS

WETLANDS

WATER MAIN

SEWER FORCE MAIN

STORM DRAINAGE PIPING

FM FM

GRAVITY SEWER PIPING

BLOCK & GRAVEL CURB

INLET SEDIMENT FILTER

CONSTRUCTION ENTRANCE

HEAVY DUTY CONCRETE PAVEMENT

1 STAKING POINT

FFE = 123

BUILDING FINISHED FLOOR ELEVATION

GAS PIPING

RIPRAP OUTLET PROTECTION

UNDERDRAIN PIPING

ABBREVIATIONS

ABBREVIATION

APPROX

BLDG

BMP

C/L

CONC

CONT'D

DBL

DIA

DIP

DWG, DWGS

ELEC

EL, ELEV

EXIST, EX

FFE

FES

HDPE

HORIZ

INV

LBS

LOD

MAX

MIN

MISC

NCDOT

NIC

NTS

PIV

POC

POT

PVC

PVI

PVT

R, RAD

RCO

RCP

REINF

REQD

SHT

SSCO

STA

SWM

TYP

VERT

WWR

DESCRIPTION

ACRES

APPROXIMATELY

BUILDING

BEST MANAGEMENT PRACTICE

CATCH BASIN

CENTERLINE

CLEAN OUT

CONCRETE

CONTINUED

DOUBLE

DIAMETER

DUCTILE IRON PIPE

DRAWING(S)

EACH

ELECTRICAL

ELEVATION

EXISTING

FINISHED FLOOR ELEVATION

FLARED END SECTION

FIRE HYDRANT

HIGH DENSITY POLYETHYLENE

HIGH POINT

HORIZONTAL

INVERT

INVERT ELEVATION

POUNDS

LINEAR FEET

LIMITS OF DISTURBANCE

LOW POINT

MAXIMUM

MANHOLE

MINIMUM

MISCELLANIOUS

NORTH CAROLINA DEPARTMENT OF TRANSPORTATION

NOT IN CONTRACT

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

POINT OF CURVE

POINT OF INTERSECTION

POST INDICATOR VALVE

POINT OF CURVATURE

POINT OF TANGENCY

POINT OF TANGENT

POLYVINYL CHLORIDE

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL TANGENCY

RADIUS

ROOF DRAIN

ROOF DRAIN CLEANOUT

REINFORCED CONCRETE PIPE

ROAD

REINFORCING

REQUIRED

SHEET

SANITARY SEWER

SANITARY SEWER CLEAN OUT

STATION

STORM WATER MANAGEMENT

TOP OF CURB

TOP OF WALL

TYPICAL

VERTICAL

WATER MAIN

WATER VALVE

WITH

WELDED WIRE REINFORCING

12794232

22813

Approved by Emily Sylvester, Director of

FOFO

FLO

F L O

FLOW

F L O

WETLAND

EVERETT CREEK ROAD

WETLAND

50' WETLAND BUFFER

RR612

STREAM CENTERLINE

100' STREAM BUFFER

P1396B

P1396

PROJECT LOCATION

EVERETT CREEK ROAD

C STREET

R I F

A STREET

FLOW

440 S. CHURCH STREET, SUITE 1000

CHARLOTTE, NC 28202

TEL (704)338-6700

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

2 3 4 5

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

Y N

A V

A L

A C

I L I T

I E

N G

I N

E E

R I N

O M

M A

N D

DRAWFORM REVISION: 17 APRIL 2018

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

S E

N G

E R

C O

M M

A N

C A

J E

U N

J A

C K

S O

N V

I L L E

UNCLASSIFIED

U N

C L A

S S

I F

I E

M I D

L A

O R

A R

R A

R H

E A

D Q

U A

R S

M A

R S

O C

J A

C K

S O

N V

I L

L E

O R

O L

I N

1603164

S Y

D E

S C

R I P

T I O

N D

A T

E A

P P

GENERAL SHEET NOTES

SGL/RMS

EJA

DLB

VF101

1" = 80'

SURVEY PREPARED BY:

PRECISION MEASUREMENTS, INC.

7720 MAIN STREET

MIDDLETON, VIRGINIA 22645

(540) 508-2213

0' 160'80'40'

LOCATION MAP

NOT TO SCALE

SURVEY NOTES:

1. BASIS OF HORIZONTAL DATUM AND NORTH MERIDIAN: NORTH CAROLINA STATE

PLANE COORDINATE SYSTEM / NORTH AMERICAN DATUM 83 (U.S. SURVEY FEET).

ESTABLISHED BY GPS OBSERVATION.

2. BASIS OF VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 88.

ESTABLISHED BY GPS OBSERVATION.

3. THIS SURVEY WAS PREPARED TO SHOW EXISTING FEATURES AS OF 01/27/2019

AND DOES NOT CERTIFY TO CHANGES TO SITE CONDITIONS WHICH OCCUR

SUBSEQUENT TO THIS DATE AND OR TO PROPOSED IMPROVEMENTS.

4. UNDERGROUND UTILITY MARKINGS INDICATED HEREON DESIGNATED BY

PRECISION MEASUREMENTS IN CONFORMANCE WITH ASCE STANDARD CI/ASCE

38-02, QUALITY LEVEL B (QL-B) WHEN APPLICABLE; QL-C AND QL-D OTHERWISE.

5. UNDERGROUND PIPE SIZES AND MATERIAL TYPES ARE MEASURED AND

IDENTIFIED BY FIELD OBSERVATIONS AS CAN BEST BE DETERMINED WITHOUT

BENEFIT OF CONFINED SPACE ENTRY. THIS SURVEY DOES NOT WARRANT SIZES

AND MATERIALS WITHIN CONFINED SPACE OR INACCESSIBLE STRUCTURES.

6. UNLESS OTHERWISE SHOWN, THIS SURVEY IS NOT INTENDED TO DEPICT OR

DETERMINE THE EXISTENCE OF WETLANDS, FLOODPLAINS, CEMETERIES OR

HAZARDOUS ENVIRONMENTAL FEATURES.

7. POWER POLE IDENTIFICATION NUMBERS WERE NOT LISTED ON PHYSICAL POLES

AND WERE THEREFORE UNABLE TO BE COLLECTED.

SUE QUALITY LEVELS OF SERVICE (ACCURACY)

QL A = QUALITY LEVEL A (TEST HOLES)

DATA TYPICALLY ACQUIRED AT ONE POINT ON AN UNDERGROUND UTILITY

FEATURE EXPOSED BY AIR VACUUM EXCAVATION OR OTHER MEANS. THE

HORIZONTAL AND VERTICAL LOCATION OF THIS REFERENCE POINT IS…

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File details come from the government source that posted it. Updated Jul 14, 2020.