Attachment B - 1717512 DRAWINGS.pdf

24 MB Posted

Attached to
P602U MSRON TWO Combatant Craft Maintenance Facility
Solicitation number
N4008524R2592
Issued by

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Written by GovTribe AI ·

This solicitation is for a Combatant Craft Maintenance Facility project at Joint Expeditionary Base Little Creek - Fort Story in Virginia Beach, Virginia. The solicitation is limited to the eight 8(a) Multiple Award Construction Contractors under contract with NAVFAC MID-ATLANTIC for work primarily in the Hampton Roads area of Virginia. The solicitation number is N4008524R2592 and is being conducted by the Department of the Navy Naval Facilities Engineering Command. Only the pre-qualified 8(a) MAC contractors will be able to provide a proposal for this P602U MSRON TWO Combatant Craft Maintenance Facility project.

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Other files

File Type Posted
0005_Attachment G-REV3 - VA20240167 21JUN24.pdf PDF
Amendment_0005.pdf PDF
Amendment_004.pdf PDF
003_Attachment R - DON_REA.pdf PDF
Amendment_003.pdf PDF
003_Attachment M - Price Proposal Form_rev1.pdf PDF
Amendment_002.pdf PDF
002_Attachment L - PPI Responses_29FEB24.pdf PDF
001_Attachment Q - S-505.pdf PDF
Amendment_001.pdf PDF
001_Attachment L - PPI_Responses_27FEB24.pdf PDF
001_Attachment O - SiteVisitLog_27Feb24.pdf PDF
001_Attachment P - S-101.pdf PDF
001_Attachment G - VA20240167_23FEB24.pdf PDF
Attachment I - Site Location and Parking.pdf PDF
Attachment C - Schedule of Special Inspections.pdf PDF
Attachment K - ONE DAY PASS FORM.xls XLS spreadsheet
Attachment N - Solicitation Provisions.pdf PDF
Attachment L - Pre-Proposal Inquiry Form.xlsx XLSX spreadsheet
Attachment M - Price Proposal Form.pdf PDF
Attachment J - SECNAV 5512.pdf PDF
Attachment E - Utility Permit - P602.pdf PDF
Attachment G - VA20240167_05JAN2024.pdf PDF
24R2592 General Requirements.pdf PDF
Attachment D - Statement_of_Special_Inspections.pdf PDF
Attachment A - 1717512 SPEC COMPLETE.pdf PDF
Attachment H - CJA.pdf PDF
Attachment F - REGISTER.pdf PDF
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VICINITY MAP

CRS-2 BOAT MAINTENANCE FACILITY

UMC P-602

LOCATION MAP

G-001

VIRGINIA BEACH, VIRGINIA

FEAD LITTLE CREEK

NAVFAC MID-ATLANTIC, LITTLE CREEK SITE

JOINT EXPEDITIONARY BASE LITTLE CREEK - FORT STORY

PROJECT SCOPE

LITTLE CREEK BUILDING 1261

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PARTIAL BASE MAP - JEB LITTLE CREEK

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WETLANDS

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EXISTING

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MW

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BRANCH

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SOUTHERN

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SHIPYARD

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U.S. NAVAL

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PORTSMOUTH

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NAVY DEPOT

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CRANEY ISLAND

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ELIZABETH RIVER

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SEWELLS POINT

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WESTERN

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BRANCH

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BRANCH

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NORFOLK

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EASTERN

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CHESAPEAKE BAY

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CHESAPEAKE

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BAY

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WILLOUGHBY

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U.S. NAVAL

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AIR STATION

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ST. JULIEN'S CREEK

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U.S. NAVAL ANNEX

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NANSEMOND RIVER

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DISPOSAL AREA

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U.S. ARMY CRANEY ISLAND

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U.S. NAVAL STATION

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VA BEACH

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JOINT EXPEDITIONARY BASE ~ LITTLE CREEK

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PROJECT SITE

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WORK SITE

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OCEANA NAVAL AIR STATION

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ACTIVITY

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NAVAL SUPPORT

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COVER SHEET

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EAW

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EAW

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REN

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AS NOTED

AutoCAD SHX Text THE GENERAL SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: CONSTRUCTION OF NEW 5864 GROSS SQUARE FOOT PRE-ENGINEERED METAL BUILDING, LOCATED AT THE NORTHEAST CORNER OF AMPHIBIOUS DRIVE AND MIDWAY DRIVE: STRUCTURAL FOUNDATIONS AND CONCRETE SLAB FIRE ALARM, FIRE SUPPRESSION, PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS AS REQUIRED FOR NEW BUILDING SITE CIVIL DEVELOPMENT AS REQUIRED FOR NEW BUILDING

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FEAD LITTLE CREEK

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VIRGINIA BEACH, VA

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J. MILLER, P.E.

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECT ENG

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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 10 MARCH 2009

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR NAVFAC FIRE PROTECTION

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SEAL

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OF

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EPROJECT NO.:

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A/E INFO

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APPROVED

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FOR COMMANDER NAVFAC

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JEB LITTLE CREEK-FORT STORY

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VIRGINIA BEACH, VA

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C. LONEY, P.E.

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WORK SITE

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GATE 3 ONLY.

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NO CONSTRUCTION ACCESS

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THROUGH GATE 1. USE

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GATE 3

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AMPHIBIOUS DRIVE

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US HWY 60

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HELICOPTER RD

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GATE 1

US HWY 60

G-002

GENERAL PROJECT NOTES

LIST OF SHEETS

GEOTECHNICAL

ARCHITECTURAL

STRUCTURAL

MECHANICAL

ELECTRICAL

ABBREVIATIONS

LEGEND

TITLE A#

B2

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CIVIL

PLUMBINGGENERAL

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SHEET INDEX, GENERAL NOTES, ABBREVIATIONS

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KAF

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KAF

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AS NOTED

AutoCAD SHX Text CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING WORK AREAS AND THE BUILDING TO WEATHER TIGHT CONDITION DURING CONSTRUCTION. CONTRACTOR SHALL SECURE AND CORDON OFF ALL OPEN EXCAVATIONS IMMEDIATELY. CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS AND LABOR TO INSURE THE PROTECTION OF PEDESTRIANS AND PERSONNEL. CONSTRUCTION WORK AREAS AND PATHWAYS SHALL BE CLEANED DAILY. CONTRACTOR SHALL COVER AND PROTECT EXISTING FURNITURE AND EQUIPMENT IN, AROUND AND BELOW THE WORK AREAS FROM DAMAGE. WHERE EXISTING CONSTRUCTION TO REMAIN IS DAMAGED DURING CONSTRUCTION, CONTRACTOR SHALL MAKE REPAIRS USING LIKE MATERIALS TO MATCH EXISTING IN ALL WAYS. IT IS THE CONTRACTORS RESPONSIBILITY TO RECORD EXISTING CONDITIONS PRIOR TO STARTING WORK.

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NOTE: ABBREVS LISTED SHALL BE SUPERSEDED

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CLR.

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CLEAR

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OPNG.

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PSI

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OD

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LB./#

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NTS

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NO.

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CONCRETE MASONRY UNIT

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CONTINUOUS

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DEMOLITION

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DEPTH

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DTL.

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DIA.

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DN

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DETAIL

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DIAMETER

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DOWN

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CORR.

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CMU

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CONT.

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CONC.

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CORRIDOR

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CONCRETE

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JAN.

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MIN.

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MTL.

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MAX.

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MECH.

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INSUL.

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ID

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HR

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HORIZ.

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HM

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HP

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ADMINISTRATION

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ACOUSTICAL CEILING TILE

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ABOVE FINISH FLOOR

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APPROXIMATELY

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BOTTOM OF MASONRY

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CERAMIC TILE

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ADMIN.

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APPROX.

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BTWN.

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CLG.

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CT

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ALUM.

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BOM

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BETWEEN

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CEILING

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ALUMINUM

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ACT

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AFF

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HGT.

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HVAC

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GWB

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HIGH

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PRESSURE TREATED

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PRE-MOLDED EXPANSION JOINT

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POUNDS PER SQ. INCH

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NOT TO SCALE

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OUTSIDE DIAMETER

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OPENING

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POUND

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ON CENTER

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NUMBER

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JANITOR

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NOT APPLICABLE

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NOT IN CONTRACT

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MINIMUM/MINUTES

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MASONRY OPENING

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METAL

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MAXIMUM

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MECHANICAL

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INSIDE DIAMETER

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HOLLOW METAL

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INSULATION

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HOUR

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HORIZONTAL

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HIGH POINT

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GYPSUM WALLBOARD

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HEATING, VENTILATION AND AIR CONDITIONING

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HANDICAP

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HEIGHT

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BY THOSE USED BY INDIVIDUAL DISCIPLINES

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ELECTRIC WATER COOLER

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EXISTING TO REMAIN

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ELECTRICAL

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FLOOR DRAIN

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EX./EXISTG.

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FD

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FL/FLR.

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FIN.

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ETR

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ETC.

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FLOOR

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FINISH

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EXISTING

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ETCETERA

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EL./ELEV.

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ELTR.

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EQ.

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ELEC.

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EWC

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EA.

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ELEVATION

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ELEVATOR

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EQUAL

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EAST

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EACH

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DWG.

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DRAWING

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GALV.

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GAL.

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GA

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GALVANIZED

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GAGE / GAUGE

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GALLON

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REINF.

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REQ'D

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REINFORCED

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REQUIRED

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CC.

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CENTER TO CENTER

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FINISHED FLOOR

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FF

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FIBERGLASS REINFORCED PLASTIC

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FRP

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FACE OF MASONRY

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FACE OF PLASTER

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FOM

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FOP

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FIB.

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FIBERGLASS

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BOARD

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BD.

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NO.

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SHEET

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DWG. NO.

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NAVFAC

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SHEET TITLE

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ELECTRICAL LEGEND, ABBREVIATIONS, NOTES, & DETAIL

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PLUMBING GENERAL SHEET

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PLUMBING ENLARGED PLAN - SANITARY AND GAS

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MECHANICAL DETAILS

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MECHANICAL GENERAL DATA SHEET

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LIGHTING DETAILS

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SCHEDULES

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COVER SHEET

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NO.

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SHEET

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DWG. NO.

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NAVFAC

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SHEET TITLE

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STRUCTURAL NOTES AND ABBREVIATIONS

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SHEET INDEX, GENERAL NOTES, ABBREVIATIONS

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MISCELLANEOUS DETAILS

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REFLECTED CEILING PLAN

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EXTERIOR ELEVATIONS

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ENLARGED PLAN, PARTITION TYPES

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SOIL BORINGS - GENERAL DATA AND LOCATION PLAN

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BUILDING SECTIONS

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DOOR AND HARDWARE SCHEDULES

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SCHEDULED

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SCHD.

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STAINLESS STEEL

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SQ

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SUB.

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STRUCT.

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SF

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SHT.

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SIM.

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SPEC

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SC

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SQUARE

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SQUARE FOOT

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SUBSTRATE

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STRUCTURAL

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SPECIFICATION

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SOLID CORE

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SHEET

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SIMILAR

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SUSPENDED ACOUSTICAL TILE

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SAT

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UNLESS NOTED OTHERWISE

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VINYL COMPOSITION TILE

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TOP OF MASONRY

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WD.

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VCT

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VERT.

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WIDE/WEST

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WITH

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WOOD

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VERTICAL

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TRTD.

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TYP.

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TLT.

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TYPICAL

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TREATED

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TOILET

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TOP OF STEEL

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TOS

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VINYL

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VERIFY IN FIELD

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CJ

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CONTROL JOINT

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RM.

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ROOM

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LIGHTING PLANS

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SOUND ATTENUATION FIRE

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SAFB

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BLANKETS

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SLAB PLAN

AutoCAD SHX Text ALL INDICATED DIMENSIONS AND EXISTING CONDITIONS ARE CONSIDERED APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO ORDERING MATERIALS, FABRICATIONS OR BEGINNING CONSTRUCTION. UNLESS NOTED OR INDICATED OTHERWISE ALL WALL DIMENSIONS ARE FROM FACE OF GYPSUM BOARD OR BACKER BOARD NOT FROM APPLIED FINISH MATERIAL. CEILING HEIGHTS INDICATED ARE TO FACE OF FINISH MATERIAL. CONTRACTOR SHALL INVESTIGATE ALL EXISTING ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL FIELD CONDITIONS PRIOR TO COMMENCING ANY DEMOLITION AND/OR NEW CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER PRIOR TO INTERRUPTING UTILITIES. CONTRACTOR, ALL OF HIS STAFF, WORKERS, SUBCONTRACTORS, SUPPLIERS, ETC. ARE SUBJECT TO THE SAME CONDITIONS AS THOSE GOVERNING THE CONTRACTOR. REFER TO SPECIFICATIONS FOR SECURITY REQUIREMENTS AND OTHER WORK RESTRICTIONS. I

AutoCAD SHX Text CONTRACTORS LAYDOWN AREA SHALL BE LOCATED AS INDICATED ON CIVIL DRAWINGS. ALL ITEMS AND WORK NOT INDICATED TO BE EXISTING SHALL BE FURNISHED AND INSTALLED AS PART OF THE REQUIREMENTS OF THIS CONTRACT. CONTRACTOR SHALL FIELD VERIFY AND RECORD THE LOCATION(S) OF ALL EXISTING CEILING MOUNTED ITEMS: LIGHT FIXTURES, SPEAKERS, DIFFUSERS, RETURNS, EXHAUST FANS, ALARM DEVICES, ETC. NOTE: THESE ITEMS ARE NOT NECESSARILY INDICATED ON THE DRAWINGS. UNLESS INDICATED OR SPECIFIED TO BE PRE-FINISHED THE CONTRACTOR SHALL CONSIDER REQUIREMENTS TO PAINT TO BE INCLUSIVE OF ALL SURFACES, NEW AND EXISTING, ALONG SAID WALL OR CEILING. ALTHOUGH NOT A COMPLETE LIST, THIS REQUIREMENT APPLIES EQUALLY TO DOOR FRAMES, HVAC DIFFUSERS, EXPOSED ELECTRICAL CONDUIT, ETC.

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SHADED ARROW SIGNIFIES A SECTION CUT OR EXTERIOR ELEVATION.

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CARET SYMBOLIZES AN INTERIOR ELEVATION.

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SHEET ON WHICH DETAIL, SECTION, OR ELEVATION IS DRAWN

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SHEET(S) ON WHICH DETAIL, SECTION, OR ELEVATION IS CUT.

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CONSTRUCTION NOTE

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PARTITION TYPE

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ROOM NUMBER

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INDICATOR

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DOOR NUMBER

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SCALE: 1'-0" = 1'-0"

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PLUMBING FLOOR PLAN

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MECHANICAL FLOOR PLAN

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SCHEDULES

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LIGHTING DETAILS AND SCHEDULE

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CODE SUMMARY

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PLUMBING RISER DIAGRAMS AND SCHEDULE

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CONTROLS

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FOUNDATION PLAN

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MECHANICAL ENLARGED FLOOR PLAN

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MECHANICAL ENLARGED EQUIPMENT PLATFORM PLAN

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SOIL BORINGS

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MISCELLANEOUS DETAILS

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BUILDING CODE SKETCH

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FEAD LITTLE CREEK

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VIRGINIA BEACH, VA

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J. MILLER, P.E.

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BRANCH MANAGER

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CHIEF ENG/ARCH

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DEPARTMENT OF THE NAVY

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DES

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DESCRIPTION

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DATE

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CHK

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SATISFACTORY TO

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FOR NAVFAC FIRE PROTECTION

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SEAL

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A/E INFO

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APPROVED

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FOR COMMANDER NAVFAC

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JEB LITTLE CREEK-FORT STORY

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VIRGINIA BEACH, VA

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C. LONEY, P.E.

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FLOOR PLAN

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ENLARGED PLAN - EQUIPMENT PLATFORM

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CS101

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SITE PLAN - EROSION AND SEDIMENT CONTROL - EXISTING

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CS501

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EROSION AND SEDIMENT CONTROL NOTES

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CS502

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EROSION AND SEDIMENT CONTROL DETAILS

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FOUNDATION DETAILS

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TYPICAL MASONRY DETAILS

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SLAB-ON-GRADE SECTIONS AND DETAILS

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PLUMBING DETAILS

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PLUMBING DETAILS AND SCHEDULES

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PLUMBING DETAILS

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MECHANICAL SECTIONS

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MECHANICAL SECTIONS

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SCHEDULES

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POWER PLANS - GENERAL POWER

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FOUNDATION DETAILS

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WALL SECTIONS

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FINISH SCHEDULE, WINDOW AND LOUVER SCHEDULES, INTERIOR ELEVATIONS

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POWER RISER

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ES101

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SITE PLAN - NEW WORK

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SITE PLAN - EXISTING / DEMOLITION

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SITE PLAN - LAYOUT

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SITE PLAN - UTILITIES

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SITE PLAN - GRADING AND DRAINAGE

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DETAILS

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DETAILS

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ENLARGED FRAMING PLAN & DETAILS - EQUIPMENT PLATFORM

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MECHANICAL SECTIONS

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ES501

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SITE DETAILS

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SYSTEM PLANS

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CHAIN LINK FENCE DETAILS

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ES102

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SITE PLAN AND DIAGRAMS - DEMOLITION & NEW WORK

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ES401

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AREA MAP, MANHOLE LAYOUTS, AND SITE DETAILS

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SYSTEMS DETAILS

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POWER PLANS - HVAC POWER

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RISERS

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LIFE SAFETY PLAN

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PLUMBING ENLARGED PLAN - WATER

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PLUMBING ENLARGED PLAN - COMPRESSED AIR AND GAS ENTRANCE

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PLUMBING ENLARGED PLAN - EQUIPMENT PLATFORM

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CONTROLS

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CONTROLS

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TYPICAL FOOTING DETAILS

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ABBREVIATIONS

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ABBREVS

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CS102

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SITE PLAN - EROSION AND SEDIMENT CONTROL - PROPOSED

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APPLICABLE CODES AND STANDARDS

STANDARD TITLE REVISION DATE

ALLOWABLE HEIGHT & AREA

ALLOWED FOR F-1

FIRE RESISTANCE RATINGS

BUILDING ELEMENT OR AREA

RATING (HOURS)

REQUIRED PROVIDED CODE REFERENCE

OPENING PROTECTIVES

TYPE OF SEPARATION ASSEMBLY

RATING

REQUIRED PROVIDED CODE REFERENCE

MEANS OF EGRESS

REQUIRED PROVIDED CODE REFERENCE

BUILDING DESCRIPTION

FIRE PROTECTION

REQUIRED PROVIDED CODE REFERENCE

INTERIOR FINISHES

REQUIRED PROVIDED CODE REFERENCE

OCCUPANCY CLASSIFICATIONS

USE OCCUPANCY PER IBC OCCUPANCY PER NFPA 101

OCCUPANT LOAD AND EGRESS CAPACITY

LEVEL CALCULATED OCCUPANT LOAD EGRESS CAPACITY PROVIDED

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FEAD LITTLE CREEK

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VIRGINIA BEACH, VA

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J. MILLER, P.E.

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECT ENG

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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 10 MARCH 2009

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR NAVFAC FIRE PROTECTION

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SEAL

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OF

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EPROJECT NO.:

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A/E INFO

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APPROVED

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FOR COMMANDER NAVFAC

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JEB LITTLE CREEK-FORT STORY

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VIRGINIA BEACH, VA

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C. LONEY, P.E.

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CODE SUMMARY

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MWB

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MWB

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NONE

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IBC

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INTERNATIONAL BUILDING CODE

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UFC 1-200-01

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24 FEBRUARY 2023

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UFC 3-600-01

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FIRE PROTECTION ENGINEERING FOR FACILITIES

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6 MAY 2021

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NFPA 1

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STANDARD - UNIFORM FIRE CODE

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NFPA 10

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STANDARD - PORTABLE FIRE EXTINGUISHERS

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NFPA 30A

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STANDARD - REPAIR GARAGES

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NFPA 90A

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STANDARD - AIR CONDITIONING AND VENTILATION

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NFPA 101

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STANDARD - LIFE SAFETY CODE

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MAXIMUM ALLOWABLE HEIGHT

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3 STORY/75 FT

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PROVIDED HEIGHT

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1 STORY/22 FT

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MAXIMUM AREA ALLOWED PER STORY

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62,000 SQ.FT.

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MAXIMUM AREA PROVIDED PER STORY

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7,000 SQ.FT.

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STRUCTURAL FRAME

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IBC TABLE 601

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EXTERIOR WALLS

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IBC TABLE 601

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INTERIOR BEARING WALLS

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IBC TABLE 601

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INTERIOR NON-BEARING WALLS

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NFPA 101

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ROOF CONSTRUCTION

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IBC TABLE 601

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EXIT ACCESS CORRIDORS

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NFPA 101, 38.3.6.1

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VERTICAL COMMUNICATING SPACE

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SMOKE BARRIER

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SMOKE BARRIER

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NFPA 101, 8.6.6(4)

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DOOR OPENINGS IN 2 HR FIRE BARRIERS

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90 MINUTES

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90 MINUTES

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IBC TABLE 715.4

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DOOR OPENINGS IN 1 HR STAIR ENCLOSURES

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60 MINUTES

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60 MINUTES

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IBC TABLE 715.4

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DUCT PENETRATIONS IN 30 MIN OR 1 HR FIRE BARRIERS

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NO RATING

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NO RATING

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NFPA 90A, 5.3.1.1

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DUCT PENETRATIONS IN 2 HR FIRE BARRIERS & SHAFT ENCLOSURES

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1 1/2 HR FIRE DAMPERS

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1 1/2 HR FIRE DAMPERS

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NFPA 90A, 5.3.1.1

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DUCT PENETRATIONS IN RATED FLOOR OR CEILING ASSEMBLIES

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1 1/2 HR FIRE DAMPERS

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1 1/2 HR FIRE DAMPERS

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NFPA 90A, 5.4.4.1

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AIR TRANSFER OPENINGS IN ANY FIRE OR SMOKE BARRIER OR PARTITION

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1 1/2 HR FIRE DAMPERS

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1 1/2 HR FIRE DAMPERS

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NFPA 90A, 5.3.1.2

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SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND RATINGS OF DOOR ASSEMBLIES

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MINIMUM NUMBER OF EXITS *

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NFPA 101, 38.2.4 & 7.4

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MINIMUM WIDTH, EXIT DOORS

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32 INCHES

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34 INCHES

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NFPA 101, 7.2.1.2.3

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MAXIMUM COMMON PATH OF TRAVEL *

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75 FT

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NFPA 101, 38.2.5.3.1

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MAXIMUM DEAD END CORRIDORS *

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20 FT

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NFPA 101, 38.2.5.2.1

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MAXIMUM TRAVEL DISTANCE *

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200 FT

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NFPA 101, 38.2.6.3

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ILLUMINATION

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YES

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YES

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NFPA 101, 38.2.8

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EMERGENCY LIGHTING

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YES

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YES

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NFPA 101, 38.2.9

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EXIT SIGNS

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YES

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YES

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NFPA 101, 38.2.10

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* SEE LIFE SAFETY DRAWINGS FOR MEASUREMENTS RELATIVE TO MEANS OF EGRESS

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SEE ELECTRICAL DRAWINGS FOR ILLUMINATION, EMERGENCY LIGHTING, AND EXIT SIGNS

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TYPE OF CONSTRUCTION

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TYPE IIB

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NUMBER OF STORIES

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HEIGHT

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22 FT

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FIRE SPRINKLER SYSTEM, WET PIPE

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NO

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NO

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UFC 3-600-01, NFPA 30A

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FIRE ALARM

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NO

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NO

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UFC 3-600-01, NFPA 72

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MANUAL FIRE EXTINGUISHERS

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YES

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YES

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NFPA 10

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SEE FIRE PROTECTION DRAWINGS FOR DESIGN CRITERIA

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SEE ARCHITECTURAL DRAWINGS FOR FIRE EXTINGUISHER LOCATIONS

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WALL AND CEILING FINISHES

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EXIT ACCESS CORRIDORS

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CLASS A OR B

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CLASS A OR B

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NFPA 101, 38.3.3.2.1

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ALL OTHER AREAS

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CLASS A, B OR C

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CLASS A, B OR C

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NFPA 101, 10.2.8.2

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FLOOR FINISHES

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EXIT ACCESS CORRIDORS

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CLASS I OR II

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CLASS I OR II

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NFPA 101, 38.3.3.3.1

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ALL OTHER AREAS

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CLASS I OR II

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CLASS I OR II

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NFPA 101, 10.2.8.2

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TOOL ROOMS, COMPRESSOR ROOM, OPEN BAY

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GROUP F-1

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SPECIAL PURPOSE INDUSTRIAL

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OPEN OFFICES AND INDIVIDUAL OFFICES

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GROUP B

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NEW BUSINESS

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SEE LIFE SAFETY DRAWINGS FOR DETAILED COMPUTATIONS

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BUILDING CODE SKETCH

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CHAIN LINK FENCE

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GRAVEL

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FEAD LITTLE CREEK

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VIRGINIA BEACH, VA

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J. MILLER, P.E.

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECT ENG

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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 10 MARCH 2009

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR NAVFAC FIRE PROTECTION

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SEAL

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OF

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EPROJECT NO.:

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A/E INFO

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APPROVED

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FOR COMMANDER NAVFAC

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JEB LITTLE CREEK-FORT STORY

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VIRGINIA BEACH, VA

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C. LONEY, P.E.

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BUILDING CODE SKETCH

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MWB

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MWB

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NONE

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SCALE: 1" = 20'

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PLAN

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NORTH

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EXIT DISCHARGE

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EXIT DISCHARGE

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EXIT DISCHARGE

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FIRE DEPARTMENT ACCESS

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MAIN ENTRANCE /

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MIDWAY ROAD

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EXISTING PARKING SPACES TO BE REMOVED - SEE CIVIL DRAWINGS

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EXISTING

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BLDG 1259

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10' ASSUMED PROPERTY LINE

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AMPHIBIOUS DRIVE

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EQUIPMENT STORAGE YARD

EXISTING PERIMETER CHAIN LINK FENCE

G-005

GRAPHIC SCALE:

GENERAL NOTES:

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LIFE SAFETY PLAN - FIRST FLOOR

LEGEND:

EGRESS CAPACITY:

BUILDING CODE ANALYSIS (IBC 2021)

LIFE SAFETY ANALYSIS (NFPA 101 2021)

X

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AIR

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COMP

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ELEC

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PARTS AND

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TOOLS #1

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BATTERY

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BULK

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LUBE

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REPAIR

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BAYS

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PARTS AND

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TOOLS #2

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OFFICE

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TELE

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STORAGE

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LIFE SAFETY PLAN

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MWB

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XXX

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AS NOTED

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1. AUTOMOTIVE GARAGES ARE REQUIRED TO COMPLY WITH NFPA AUTOMOTIVE GARAGES ARE REQUIRED TO COMPLY WITH NFPA 30A, CODE FOR MOTOR FUEL DISPENSING FACILITIES AND REPAIR GARAGES. 2. OCCUPANT LOAD FACTOR FOR SPECIAL PURPOSE INDUSTRIAL IS OCCUPANT LOAD FACTOR FOR SPECIAL PURPOSE INDUSTRIAL IS THE MAXIMUM NUMBER OF OCCUPANTS EXPECTED IN THE SPACE. THE TENANT PROVIDED THE NUMBER FOR THE REPAIR BAY (ROOM 115) AS 10 PERSONS.

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FEAD LITTLE CREEK

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VIRGINIA BEACH, VA

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J. MILLER, P.E.

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BRANCH MANAGER

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AutoCAD SHX Text OCCUPANCY: SPECIAL PURPOSE INDUSTRIAL SPECIAL PURPOSE INDUSTRIAL MAXIMUM TRAVEL DISTANCE ALLOWABLE: 200 FEET 200 FEET MAXIMUM TRAVEL DISTANCE ACTUAL: 109 FEET 109 FEET MAXIMUM COMMON PATH OF TRAVEL ALLOWABLE: 75 FEET 75 FEET MAXIMUM COMMON PATH OF TRAVEL ACTUAL: 43 FEET 43 FEET DEAD END CORRIDORS ALLOWABLE: 20 FEET 20 FEET DEAD END CORRIDORS ACTUAL: 17 FEET17 FEET

AutoCAD SHX Text CONSTRUCTION TYPE: II B II B OCCUPANCY: GROUP F-1 GROUP F-1 MAXIMUM ALLOWABLE AREA: 62,000 SQFT 62,000 SQFT ACTUAL AREA: 7,000 SQFT 7,000 SQFT MAXIMUM ALLOWABLE HEIGHT: 75 FT, 3 STORIES 75 FT, 3 STORIES ACTUAL HEIGHT: 22 FT, 1 STORY22 FT, 1 STORY

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1. SEE SHEET CS-501 FOR EROSION AND SEDIMENT CONTROL SEE SHEET CS-501 FOR EROSION AND SEDIMENT CONTROL NOTES. 2. SEE SHEET CS-502 FOR EROSION AND SEDIMENT CONTROL SEE SHEET CS-502 FOR EROSION AND SEDIMENT CONTROL DETAILS. 3. SILT FENCE AND INLET PROTECTION SHALL BE INSTALLED PRIOR SILT FENCE AND INLET PROTECTION SHALL BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE. SILT FENCE AND INLET PROTECTION SHALL REMAIN IN PLACE UNTIL PROJECT COMPLETION.

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1. SEE SHEET CS-501 FOR EROSION AND SEDIMENT CONTROL SEE SHEET CS-501 FOR EROSION AND SEDIMENT CONTROL NOTES. 2. SEE SHEET CS-502 FOR EROSION AND SEDIMENT CONTROL SEE SHEET CS-502 FOR EROSION AND SEDIMENT CONTROL DETAILS. 3. SILT FENCE AND INLET PROTECTION SHALL BE INSTALLED PRIOR SILT FENCE AND INLET PROTECTION SHALL BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE. SILT FENCE AND INLET PROTECTION SHALL REMAIN IN PLACE UNTIL PROJECT COMPLETION.

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AutoCAD SHX Text EROSION AND SEDIMENT CONTROL GENERAL NOTES: 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS 9VAC25-840-40 EROSION AND SEDIMENT CONTROL REGULATIONS. 2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, ONE THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 3. ALL APPROPRIATE EROSION CONTROL MEASURES SUCH AS, BUT NOT LIMITED TO, TREE PROTECTION, SILT FENCE, ALL APPROPRIATE EROSION CONTROL MEASURES SUCH AS, BUT NOT LIMITED TO, TREE PROTECTION, SILT FENCE, CONSTRUCTION ENTRANCE, SEDIMENT TRAPPING FACILITIES, AND INLET PROTOECTION SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION AND MUST BE REVIEWED AND APPROVED BY THE INSPECTOR BEFORE ANY CLEARING OPERATIONS ANY CLEARING OPERATIONS CLEARING OPERATIONS BEGIN. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND LAND DISTURBANCE PERMIT MUST BE MAINTAINED A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND LAND DISTURBANCE PERMIT MUST BE MAINTAINED AT THE SITE FOR THE DURATION OF ALL CONSTRUCTION AND LAND-DISTURBING ACTIVITIES. 5. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL APPROVED MEASURES AS SHOWN ON THE DRAWINGS. ANY THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL APPROVED MEASURES AS SHOWN ON THE DRAWINGS. ANY ADDITIONAL MEASURES DEEMED REQUIRED BY THE PLAN APPROVING AUTHORITY SHALL BECOME PART OF THE EROSION AND SEDIMENT CONTROL PLAN FOR THE PROPERTY. ALL FIELD CHANGES MUST BE APPROVED BY THE PLAN APPROVING AUTHORITY. 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 7. THE CONTRACTOR .SHALL CONSTRUCT AND MAINTAIN ALL MEASURES TO PREVENT SOIL FROM ERODING ONTO ADJACENT THE CONTRACTOR .SHALL CONSTRUCT AND MAINTAIN ALL MEASURES TO PREVENT SOIL FROM ERODING ONTO ADJACENT PROPERTY, STREETS, DRAINAGE SYSTEMS, AND WATERWAYS. ALL DEVICES SHALL BE CLEANED OF MUD, DEBRIS, AND OTHER ERODED MATERIAL DURING THE SITE CLEARING AND DEVELOPMENT. INSPECTION OF DEVICES SHALL BE AT A MINIMUM EVERY TWO (2) WEEKS AND REQUIRED AFTER EVERY RAINFALL EVENT. ALL INSPECTION AND MAINTENANCE ACTIVITIES SHALL BE DOCUMENTED AND AVAILABLE FOR REVIEW AT THE PLAN REVIEWING AUTHORITIES REQUEST. 8. TEMPORARY AND PERMANENT SEEDING OPERATIONS SHALL BE INITIATED WITHIN SEVEN (7) DAYS AFTER REACHING FINAL TEMPORARY AND PERMANENT SEEDING OPERATIONS SHALL BE INITIATED WITHIN SEVEN (7) DAYS AFTER REACHING FINAL GRADE OR UPON SUSPENSION OF GRADING OPERATIONS FOR ANTICIPATED DURATION OF GREATER THAN FOURTEEN (14) DAYS OR UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIC AREA. 9. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE KEPT IN PLACE FOR THE DURATION OF THE CLEARING AND EROSION AND SEDIMENT CONTROL MEASURES SHALL BE KEPT IN PLACE FOR THE DURATION OF THE CLEARING AND CONSTRUCTION OPERATIONS AND AT A MAXIMUM FOR THE SPECIFIED TIME FOR EACH MEASURE AS IDENTIFIED IN THE VESC HANDBOOK, OR WHEN FULL STABILIZATION HAS OCCURRED FOR THE ENTIRE SITE.

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