Attachment L- REVISED P2 NWC Mod Bldgs Drawings.pdf

PDF 29 MB Posted Jul 16, 2024

Attached to: NWC B686 Conolly Hall Upgrades / NWC Modular Buildings
Solicitation number: N4008524R2601
Issued by: Department of the Navy Naval Facilities Engineering Command

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Written by GovTribe AI · Jul 16, 2024

This document is the "Attachment L- REVISED P2 NWC Mod Bldgs Drawings.pdf" associated with the federal contract opportunity "NWC B686 Conolly Hall Upgrades / NWC Modular Buildings" (Solicitation Number N4008524R2601). The contract opportunity is being issued by the Department of the Navy Naval Facilities Engineering Command. The solicitation requires upgrades and renovations to the NWC B686 Conolly Hall and the construction of new modular buildings. Relevant drawings and specifications for the modular buildings are provided in this attachment. No other key details about the required products/services, response dates, award information, pricing, or set asides are included in this particular document, as it solely contains technical drawings and specifications related to the modular buildings portion of the overall contract requirement.

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Other files

File	Type	Posted
Amendment 0007.pdf	PDF	Feb 25, 2025
Amendment 0006.pdf	PDF	Sep 3, 2024
Attachment E- REVISED Price Schedule NWC B686 Conolly Hall.pdf	PDF	Jul 16, 2024
Attachment S- 1B 01-NhChi (1-line Sept 15 2022) Dwg_F.pdf	PDF	Jul 16, 2024
Attachment M- REVISED P2 NWC Mod Bldgs Specs.pdf	PDF	Jul 16, 2024
Attachment Q-REVISED Specifications and Drawings.pdf	PDF	Jul 16, 2024
Amendment 0005.pdf	PDF	Jul 16, 2024
Attachment R- 1A CONOLLYTEMPTRAILERELEC Dwg Sig_F.pdf	PDF	Jul 16, 2024
Amendment 0004.pdf	PDF	Jul 2, 2024
ATTACHMENT Q Specifications and Drawing Update.pdf	PDF	Jul 2, 2024
Amendment 0003.pdf	PDF	Jun 11, 2024
B686 Conolly Hall Site Visit Log.pdf	PDF	Jun 11, 2024
Attachment A -Pre-Proposal Inquiry Log Rev.xlsx	XLSX spreadsheet	Jun 5, 2024
Amendment 0002.pdf	PDF	Jun 5, 2024
ATTACHMENT N- NSN CONOLLY SITE VISIT PROCEDURES.docx	DOCX document	May 22, 2024
Amendment 0001.pdf	PDF	May 22, 2024
ATTACHMENT P SECNAV FORM 5512.pdf	PDF	May 22, 2024
ATTACHMENT O CONOLLY HALL MAP.pdf	PDF	May 22, 2024
RFP N4008524R2601.pdf	PDF	May 17, 2024
Attachment I- eOMSI FDW Conolly Hall.pdf	PDF	May 17, 2024
Attachment E- Price Proposal Form_.docx	DOCX document	May 17, 2024
Attachment K-Package 1 NWC B686 Conolly Specs.pdf	PDF	May 17, 2024
Attachment H- Historical Small Business Utilization.docx	DOCX document	May 17, 2024
Attachment C- Construction Experience Project Data.docx	DOCX document	May 17, 2024
Attachment D- Past Performance Questionnaire.docx	DOCX document	May 17, 2024
Attachment F- Small Business Participation Commitment.docx	DOCX document	May 17, 2024
Attachment A - Pre-Proposal Inquiry Log Template.xlsx	XLSX spreadsheet	May 17, 2024
Attachment L-Package 2 NWC Mod Bldgs Drawings.pdf	PDF	May 17, 2024
Attachment G- Individual Small Business Subcontracting Plan.docx	DOCX document	May 17, 2024
Attachment B - PIEE Vendor Access Instructions.pdf	PDF	May 17, 2024
Attachment M- Package 2 NWC Mod Bldgs Specs.pdf	PDF	May 17, 2024

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NAVAL STATION NEWPORT

NEWPORT, RHODE ISLAND

LIST OF DRAWINGS

AREA MAP LOCATION MAP

SHEET NO. SHEET TITLE

N A

V A

S E

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M M

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G-001

G-002

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A N

-A

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V A

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A R

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GENERAL NOTES

DELEGATED DESIGN

1.2 WORK COVERED BY CONTRACT DOCUMENTS

G-003

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-A

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DETAIL TITLE

BUILDING SECTION INDICATOR

GENERAL SYMBOLS LEGEND

KEYNOTE INDICATORSWALL/PARTIAL BUILDING SECTION INDICATOR

INTERIOR ELEVATION INDICATOR

EXTERIOR ELEVATION INDICATOR ROOM IDENTIFIER

DETAIL INDICATOR

B6 B6

PLAN TITLE

ABBREVIATIONS

BUILDING CODE SUMMARY - MODULAR BUILDING AGENERAL FIRE PROTECTION CODE INFORMATION

BUILDING CODE SITE PLAN

BUILDING CODE SUMMARY - MODULAR BLDGS B, C, AND D

LIFE SAFETY CODE SUMMARY -

MODULAR BUILDING A

LIFE SAFETY CODE SUMMARY -

MODULAR BUILDINGS B, C, AND D (PER MODULE)

G-100

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FEC FEC

FEC

GRAPHIC SCALE

GENERAL NOTES

CLASSROOM 20 NET SF PER OCCUPANT

ASSEMBLY - LESS CONCENTRATED 15 NET SF PER OCCUPANT

STORAGE/MECHANICAL/ELECTRICAL 500 SF PER OCCUPANT

BUSINESS 150 SF PER OCCUPANT

IT EQUIPMENT ROOMS 300 SF PER OCCUPANT

G-101

CALCULATED OCCUPANT LOADLIFE SAFETY SYMBOLS LEGEND

FEC

USE / OCCUPANT LOAD FACTOR

CALCULATED EGRESS CAPACITY

FIRE EXTINGUISHERS

KEY PLAN N

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S E

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C O

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-A

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MODULAR BUILDING A LIFE SAFETY PLANB3

MODULAR BUILDINGS B, C, AND D LIFE SAFETY PLANB3

GRAPHIC SCALE

GENERAL NOTES

G-102

OCCUPANT LOAD

EGRESS CAPACITY

FIRE EXTINGUISHERS

KEY PLAN N

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M M

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CLASSROOM 20 NET SF PER OCCUPANT

ASSEMBLY - LESS CONCENTRATED 15 NET SF PER OCCUPANT

STORAGE/MECHANICAL/ELECTRICAL 500 SF PER OCCUPANT

BUSINESS 150 SF PER OCCUPANT

IT EQUIPMENT ROOMS 300 SF PER OCCUPANT

LIFE SAFETY SYMBOLS LEGEND

FEC

USE / OCCUPANT LOAD FACTOR

CHW

ABBREVIATIONS

CIVIL LEGEND GENERAL NOTES:

SOIL MANAGEMENT NOTES:

CIVIL NOTES:

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C-001

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RECORD

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RIM ELEVATION

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POLYVINYL CHLORIDE

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REINFORCED CONC PIPE

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PK NAIL

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METAL POST

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CMP

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CHAIN LINK FENCE

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HYDRANT

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ELECTRIC MANHOLE

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ELEVATION

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WATER LINE

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INDEX CONTOURS

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SPOT ELEVATION SOLID SURFACE

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INTERMEDIATE CONTOURS

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SPOT ELEVATION GROUND

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SEWER MANHOLE

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LIGHT POLE W/ CONC. BASE

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15" DIAMETER EVERGREEN TREE (TYPICAL)

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SIGN

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BIT

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HH ELEC.

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BITUMINOUS

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ELECTRIC HANDHOLE

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SURVEY CONTROL STATION

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EOP

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CORRUGATED PLASTIC PIPE

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CONC

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CONC

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CONNECTION UNDETERMINED

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ELECTRIC LINE (GPR OR RECORD)

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UNKNOWN UTILTY (GPR OR RECORD)

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GAS LINE (GPR OR RECORD)

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CONCRETE CURB

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CONCRETE SIDEWALK

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ROOF DRAIN

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12" DIAMETER DECIDIOUS TREE (TYPICAL)

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ST(C)

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STEAM LINE (CONDENSATE)

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DMH

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ASBESTOS CEMENT

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CHILLED WATER LINE

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CATCH BASIN

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UTILITY POLE

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WOOD POST

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WATER GATE

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VCP

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VITREOUS CLAY PIPE

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FEMA FLOODPLAIN LINE

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200' OFFSET FROM COASTAL FEATURE/SEA WALL

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DRAIN LINE (STORM WATER) (GPR OR RECORD)

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UNDERGROUND TELECOMMUNICATIONS LINE

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STORM DRAIN LINE (PIPE SIZE INDICATED WITH KEYNOTE)

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EXISTING SPOT ELEVATION

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FINISH SPOT ELEVATION

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AutoCAD SHX Text FT FEET FEET GAL GALLON GALLON GALV GALVANIZED GALVANIZED GPR GROUND PENETRATING RADAR GROUND PENETRATING RADAR HT HEIGHT HEIGHT IBC INTERNATIONAL BUILDING CODE INTERNATIONAL BUILDING CODE ICS INLET CONTROL STRUCTURE INLET CONTROL STRUCTURE ID INSIDE DIAMETER INSIDE DIAMETER IN INCH INCH INV INVERT INVERT LBS POUNDS POUNDS MAX MAXIMUM MAXIMUM MIN MINIMUM MINIMUM NAD83 NORTH AMERICAN DATUM OF 1983 NORTH AMERICAN DATUM OF 1983 NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988 NORTH AMERICAN VERTICAL DATUM OF 1988 NAVFAC NAVAL FACILITIES ENGINEERING COMMAND NAVAL FACILITIES ENGINEERING COMMAND NEC NATIONAL ELECTRIC CODE NATIONAL ELECTRIC CODE NFPA NATIONAL FIRE PROTECTION ASSOCIATION NATIONAL FIRE PROTECTION ASSOCIATION OC ON CENTER ON CENTER OICC OFFICER IN CHARGE OF CONSTRUCTION OFFICER IN CHARGE OF CONSTRUCTION OSHA OCCUPATIONAL SAFETY AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

AutoCAD SHX Text PE POLYETHYLENE POLYETHYLENE PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE QPA QUALIFIED PERVIOUS AREAS QUALIFIED PERVIOUS AREAS R RADIUS RADIUS RFP REQUEST FOR PROPOSAL REQUEST FOR PROPOSAL RIDEM RHODE ISLAND DEPARTMENT RHODE ISLAND DEPARTMENT OF ENVIRONMENTAL MANAGEMENT RISDISM RHODE ISLAND STORMWATER DESIGN RHODE ISLAND STORMWATER DESIGN AND INSTALLATION STANDARDS MANUAL ROICC RESIDENT OFFICER IN CHARGE RESIDENT OFFICER IN CHARGE OF CONSTRUCTION SHPO STATE HISTORIC PRESERVATION OFFICE STATE HISTORIC PRESERVATION OFFICE SF SQUARE FEET SQUARE FEET SIM SIMILAR SIMILAR SS STAINLESS STEEL STAINLESS STEEL T THICKNESS THICKNESS TYP TYPICAL TYPICAL VIF VERIFY IN FIELD VERIFY IN FIELD WWF WELDED WIRE FABRIC WELDED WIRE FABRIC # NUMBER NUMBER ±PLUS OF MINUS

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AutoCAD SHX Text UNDERGROUND ELECTRIC IN CONDUIT TRENCH (NUMBER AND SIZE OF CONDUITS INDICATED WITH KEYNOTE)

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SD/UD

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COMBINATION STORM DRAIN AND UNDERDRAIN

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%%UEXISTING

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%%UPROPOSED

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ELECTRIC TRANSFORMER

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SANITARY SEWER LINE

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OHW

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OVERHEAD UTILITY LINE

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EXISTING SOIL BORING, SEE CIVIL NOTE 9, THIS SHEET

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FINISH SPOT ELEVATION

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CB-1

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BUILDING LINE

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EDGE OF PAVEMENT

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FINISH GRADE CONTOUR LINE

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SCW

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SEDIMENT CONTROL WATTLE

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SAWCUT PAVEMENT

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AutoCAD SHX Text AASHTO AMERICAN ASSOCIATION OF STATE AMERICAN ASSOCIATION OF STATE HIGHWAY TRANSPORTATION OFFICIALS ACM ASBESTOS CONTAINING MATERIAL ASBESTOS CONTAINING MATERIAL APPROX APPROXIMATE APPROXIMATE ASTM AMERICAN SOCIETY FOR AMERICAN SOCIETY FOR TESTING AND MATERIALS ATFP ANTI-TERRORISM FORCE PROTECTION ANTI-TERRORISM FORCE PROTECTION BLDG BUILDING BUILDING BMP BEST MANAGEMENT PRACTICES BEST MANAGEMENT PRACTICES L CENTERLINE CENTERLINE CAL CALIPER CALIPER CB CATCH BASIN CATCH BASIN CMRC COASTAL RESOURCES COASTAL RESOURCES MANAGEMENT COUNCIL CONC CONCRETE CONCRETE DI DUCTILE IRON DUCTILE IRON DIA DIAMETER DIAMETER ELEV ELEVATION ELEVATION EXIST EXISTING EXISTING FEAD FACILITIES ENGINEERING AND FACILITIES ENGINEERING AND ACQUISITION DIVISION FFE FINISH FLOOR ELEVATIONFINISH FLOOR ELEVATION

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CATCH BASIN (WITH DESIGNATION)

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1. NOTIFY THE CONTRACTING OFFICER A MINIMUM OF 15 DAYS PRIOR TO NOTIFY THE CONTRACTING OFFICER A MINIMUM OF 15 DAYS PRIOR TO PLANNED UTILITY SERVICE INTERRUPTIONS. OBTAIN APPROVAL PRIOR TO INTERRUPTING UTILITY SERVICES. UTILITY OUTAGES MUST OCCUR OUTSIDE OF NORMAL WORKING HOURS. 2. COORDINATE AND REROUTE GOVERNMENT PERSONNEL AROUND WORK COORDINATE AND REROUTE GOVERNMENT PERSONNEL AROUND WORK AREAS. PROVIDE BARRICADES AT WORK AREAS TO PREVENT PERSONNEL FROM ENTERING AREAS OF WORK.

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1. EXISTING ON-SITE SOILS AT NAVAL STATION NEWPORT CONTAIN NATURALLY EXISTING ON-SITE SOILS AT NAVAL STATION NEWPORT CONTAIN NATURALLY OCCURRING ARSENIC IN CONCENTRATIONS THAT EXCEED REGULATORY LEVELS. MANAGE EXISTING ON-SITE SOILS THAT ARE EXCAVATED OR OTHERWISE DISTURBED DURING CONSTRUCTION IN ACCORDANCE WITH THESE NOTES AND NAVAL STATION NEWPORT'S "SOIL MANAGEMENT PLAN", ATTACHED AS AN APPENDIX TO SPECIFICATION SECTION 31 00 00, "EARTHWORK". 2. THE SOIL MANAGEMENT PLAN INCLUDES PROCEDURES TO MANAGE DISTURBED THE SOIL MANAGEMENT PLAN INCLUDES PROCEDURES TO MANAGE DISTURBED OR EXCAVATED SOILS AT NAVAL STATION NEWPORT. THE PLAN CANNOT BE USED TO MANAGE SOILS ON NAVY INSTALLATION RESTORATION (IR) SITES, NOR SOILS WITH KNOWN CONTAMINATION OTHER THAN ARSENIC. 3. THE SOIL MANAGEMENT PLAN INCLUDES PROCEDURES TO MINIMIZE THE THE SOIL MANAGEMENT PLAN INCLUDES PROCEDURES TO MINIMIZE THE POTENTIAL FOR EXPOSURE TO ARSENIC CONTAMINATED SOILS, REQUIREMENTS FOR TESTING, HANDLING, REUSING AND DISPOSING OF EXISTING ON-SITE SOILS THAT ARE EXCAVATED OR DISTURBED, AND ENGINEERED CONTROLS FOR CAPPING/COVERING DISTURBED AREAS. ALSO REFER TO DETAIL A1/C-504 FOR ENGINEERED CONTROLS. 4. TO MINIMIZE THE POTENTIAL FOR EXPOSURE, RESTRICT UNAUTHORIZED ACCESS TO MINIMIZE THE POTENTIAL FOR EXPOSURE, RESTRICT UNAUTHORIZED ACCESS TO THE SITE. PROVIDE DUST SUPPRESSION TECHNIQUES AS REQUIRED TO PREVENT THE FORMATION OF DUST AND BLOWING SOIL. 5. EXCAVATED SOIL MUST NOT BE STOCKPILED ON-SITE FOR GREATER THAN 60 EXCAVATED SOIL MUST NOT BE STOCKPILED ON-SITE FOR GREATER THAN 60 DAYS WITHOUT PRIOR APPROVAL FROM THE STATE OF RHODE ISLAND DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. 6. PAY TESTING, TRANSPORTATION AND DISPOSAL FEES AND COSTS ASSOCIATED PAY TESTING, TRANSPORTATION AND DISPOSAL FEES AND COSTS ASSOCIATED WITH MANAGING EXISTING ON-SITE SOILS. 7. SUBMIT WEIGHT TICKETS FROM DISPOSAL FACILITIES TO THE CONTRACTING SUBMIT WEIGHT TICKETS FROM DISPOSAL FACILITIES TO THE CONTRACTING OFFICER FOR EXISTING ON-SITE SOILS DISPOSED OF AS LANDFILL COVER. 8. MATERIALS BROUGHT ON-SITE MUST BE CLASSIFIED AS CLEAN FILL AS DEFINED MATERIALS BROUGHT ON-SITE MUST BE CLASSIFIED AS CLEAN FILL AS DEFINED IN THE SOIL MANAGEMENT PLAN. 9. IF "HOT SPOTS" OF APPARENTLY CONTAMINATED OR SUSPICIOUS MATERIALS ARE IF "HOT SPOTS" OF APPARENTLY CONTAMINATED OR SUSPICIOUS MATERIALS ARE ENCOUNTERED, ISOLATE SUSPICIOUS MATERIAL AND DO NOT MIX WITH APPARENTLY "CLEAN" MATERIAL. NOTIFY CONTRACTING OFFICER IMMEDIATELY. DELINEATE AREAS OF SUSPICIOUS MATERIALS TO REMAIN ON-SITE/UNDISTURBED ON AS-BUILT DRAWINGS. 10. REFER TO THE SOIL MANAGEMENT PLAN FOR ADDITIONAL REQUIREMENTS. REFER TO THE SOIL MANAGEMENT PLAN FOR ADDITIONAL REQUIREMENTS.

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1. REFERENCE IS MADE TO A BID DOCUMENTS AND PERMIT PLAN SET ENTITLED "NAVAL REFERENCE IS MADE TO A BID DOCUMENTS AND PERMIT PLAN SET ENTITLED "NAVAL WAR COLLEGE, PARKING LOT REPAIRS - PHASE 1", DATED 04/14/2023, BY SMMA - SYMMES MAINI & McKEE ASSOCIATES, CAMBRIDGE, MASSACHUSETTS. 2. EXISTING CONDITIONS ARE BASED ON THE PLANS REFERENCED IN NOTE 1, ABOVE. EXISTING CONDITIONS ARE BASED ON THE PLANS REFERENCED IN NOTE 1, ABOVE. EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND BASED ON THE PLANS REFERENCED IN NOTE 1, ABOVE. 3. AT LEAST 15 DAYS PRIOR TO PLANNED EXCAVATION, THE CONTRACTOR MUST CONTACT AT LEAST 15 DAYS PRIOR TO PLANNED EXCAVATION, THE CONTRACTOR MUST CONTACT ROICC/OICC, PUBLIC WORKS DEPARTMENT, FEAD AND STATION LOCATING SERVICES SUCH AS "DIGSAFE, MISS UTILITY, ETC.," TO ALLOW MARKING OF EXISTING BURIED UTILITIES. 4. ALL EXISTING UNDERGROUND UTILITIES IN THE WORK AREA MUST BE POSITIVELY ALL EXISTING UNDERGROUND UTILITIES IN THE WORK AREA MUST BE POSITIVELY IDENTIFIED BY A THIRD PARTY, INDEPENDENT, PRIVATE UTILITY LOCATING COMPANY, IN ADDITION TO ANY STATION LOCATING SERVICE SUCH AS "DIGSAFE, MISS UTILITY, ETC.", AND COORDINATED WITH THE ROICC/OICC, PUBLIC WORKS DEPARTMENT AND FEAD. ANY MARKINGS MADE DURING THE UTILITY INVESTIGATION MUST BE MAINTAINED THROUGHOUT THE CONTRACT. 5. WHENEVER CONTRACT WORK INVOLVES CHIPPING, SAW CUTTING, OR CORE DRILLING WHENEVER CONTRACT WORK INVOLVES CHIPPING, SAW CUTTING, OR CORE DRILLING THROUGH CONCRETE, BITUMINOUS ASPHALT OR OTHER IMPERVIOUS SURFACES, THE THIRD PARTY, INDEPENDENT PRIVATE LOCATING COMPANY MUST LOCATE UTILITY DEPTH BY USE OF GROUND PENETRATING RADAR (GPR), X-RAY, BORE SCOPE, OR ULTRASOUND PRIOR TO THE START OF DEMOLITION AND CONSTRUCTION. OUTAGES TO ISOLATE UTILITY SYSTEMS MUST BE USED IN CIRCUMSTANCES WHERE UTILITIES ARE UNABLE TO BE POSITIVELY IDENTIFIED. THE USE OF HISTORICAL DRAWINGS DOES NOT ALLEVIATE THE CONTRACTOR FROM MEETING THIS REQUIREMENT. 6. TAKE THE NECESSARY PRECAUTIONS TO PROTECT THE EXISTING UTILITIES AND ANY TAKE THE NECESSARY PRECAUTIONS TO PROTECT THE EXISTING UTILITIES AND ANY DAMAGE TO THE UTILITIES MUST BE IMMEDIATELY REPAIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS REQUIRED AND AGREES TO COMPLY WITH ALL THE PROVISIONS OF THE GOVERNMENT, STATE AND UTILITY FOR UNDERGROUND DAMAGE PREVENTION AND HEREBY AGREES TO HOLD THE GOVERNMENT HARMLESS AGAINST ANY LOSS, DAMAGES AND CLAIMS OF ANY NATURE WHATSOEVER ARISING OUT OF FAILURE TO COMPLY WITH SAID PROVISIONS. 7. THE PROJECT IS SUBJECT TO THE FOLLOWING ENVIRONMENTAL PERMIT WHICH IS BEING THE PROJECT IS SUBJECT TO THE FOLLOWING ENVIRONMENTAL PERMIT WHICH IS BEING OBTAINED BY THE GOVERNMENT: a) COASTAL RESOURCES MANAGEMENT COUNCIL (CRMC) APPROVAL COASTAL RESOURCES MANAGEMENT COUNCIL (CRMC) APPROVAL ALL KNOWN CONDITIONS OF THE PERMIT HAVE BEEN INCLUDED IN THE CONTRACT DOCUMENTS. ABIDE BY ALL PERMIT CONDITIONS. 8. EROSION CONTROL MEASURES INDICATED AND/OR SPECIFIED MUST BE CONSIDERED THE EROSION CONTROL MEASURES INDICATED AND/OR SPECIFIED MUST BE CONSIDERED THE MINIMUM MEASURES REQUIRED TO CONTROL EROSION AND SEDIMENTATION. IT IS THE OPERATOR'S (CONTRACTOR'S) RESPONSIBILITY TO MANAGE THE SITE DURING EACH CONSTRUCTION PHASE SO AS TO PREVENT POLLUTANTS FROM LEAVING THE SITE. 9. SOIL BORING LOGS COMPLETED AS PART OF THE PROJECT REFERENCED IN CIVIL NOTE SOIL BORING LOGS COMPLETED AS PART OF THE PROJECT REFERENCED IN CIVIL NOTE 1, ABOVE (PROJECT NOT BUILT), ARE INCLUDED ON DRAWINGS B-001 AND B-002.

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UNDERDRAIN (4" DIA, TYPICAL)

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DRAWFORM REVISION: 10 MARCH 2009

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APPROVED

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SYM

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DESCRIPTION

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DATE

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APPR

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SEAL

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A/E INFO

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EPROJECT NO.:

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FOR COMMANDER NAVFAC

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DATE

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ACTIVITY

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SATISFACTORY TO

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CHK

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DRW

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DES

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NAVAL FACILITIES ENGINEERING COMMAND

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NAVFAC DRAWING NO.

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SHEET

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CONSTR. CONTR. NO.

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SCALE:

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DEPARTMENT OF THE NAVY

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PUBLIC WORKS DEPARTMENT - NEWPORT

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NAVAL STATION NEWPORT - NEWPORT, RHODE ISLAND

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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NAVSTA DRAWING NO.

AutoCAD SHX Text

NAVAL STATION NEWPORT

AutoCAD SHX Text

NEWPORT, RHODE ISLAND

AutoCAD SHX Text 1691406

AutoCAD SHX Text

BETHANY COLLARD

AutoCAD SHX Text X

AutoCAD SHX Text 04/17/24

AutoCAD SHX Text

CIVIL LEGEND, NOTES, AND ABBREVIATIONS

AutoCAD SHX Text

PJM

AutoCAD SHX Text

DEW

AutoCAD SHX Text

JLG

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text 47107-425

B12

B13

B11

B15

GRAPHIC SCALE

SITE EXISTING CONDITIONS PLAN

CX101

GENERAL NOTES

EXISTING KEYNOTES

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

N A

V A

L W

A R

C O

G E

M O

D U

B U

EXISTING STRUCTURE SCHEDULE

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(REC)

AutoCAD SHX Text

(REC)

AutoCAD SHX Text

(REC)

AutoCAD SHX Text

6"(REC)

AutoCAD SHX Text

CUSHING ROAD

AutoCAD SHX Text

HAMPSHIRE DRIVE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

B29 SIMS HALL NAVAL WAR COLLEGE LIBRARY

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CRW

AutoCAD SHX Text

POST ON CP W/ALARM BOX

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 4-E

AutoCAD SHX Text

CP W/AC

AutoCAD SHX Text

BIT CONC

AutoCAD SHX Text

SHED

AutoCAD SHX Text 8"W

AutoCAD SHX Text 10"W

AutoCAD SHX Text 4"W

AutoCAD SHX Text 8"W

AutoCAD SHX Text 6"W

AutoCAD SHX Text

16"CHW

AutoCAD SHX Text

12"CHW

AutoCAD SHX Text

10"CHW

AutoCAD SHX Text

6"CHW

AutoCAD SHX Text

6"ST

AutoCAD SHX Text

8"ST

AutoCAD SHX Text

10"VC

AutoCAD SHX Text

6"VC

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

12"PVC

AutoCAD SHX Text

12"PVC

AutoCAD SHX Text

12"PVC

AutoCAD SHX Text

8"AC

AutoCAD SHX Text

8"AC

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

10"PVC

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text T

AutoCAD SHX Text T(M)

AutoCAD SHX Text

8"CIP

AutoCAD SHX Text I=16.2

AutoCAD SHX Text I=17.6

AutoCAD SHX Text I=17.7

AutoCAD SHX Text

6"VC

AutoCAD SHX Text I=15.8

AutoCAD SHX Text

6"VC

AutoCAD SHX Text I=16.0

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

GRAN STEP

AutoCAD SHX Text

4"VC

AutoCAD SHX Text I=15.3

AutoCAD SHX Text

12"PVC I=15.1

AutoCAD SHX Text I=15.0

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text I=16.0

AutoCAD SHX Text I=9.7

AutoCAD SHX Text

12"CIP

AutoCAD SHX Text I=10.5

AutoCAD SHX Text

12"PVC

AutoCAD SHX Text I=9.6

AutoCAD SHX Text I=9.3

AutoCAD SHX Text

12"VC

AutoCAD SHX Text I=6.1

AutoCAD SHX Text I=6.5

AutoCAD SHX Text I=6.7

AutoCAD SHX Text I=9.1

AutoCAD SHX Text I=12.5

AutoCAD SHX Text I=11.5

AutoCAD SHX Text I=11.4

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text I=14.2

AutoCAD SHX Text

6"AC

AutoCAD SHX Text I=14.3

AutoCAD SHX Text I=14.2

AutoCAD SHX Text I=15.3

AutoCAD SHX Text I=15.4

AutoCAD SHX Text E

AutoCAD SHX Text

GP (TYP)

AutoCAD SHX Text

GP (TYP)

AutoCAD SHX Text

4"CIP

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text 18"D

AutoCAD SHX Text D

AutoCAD SHX Text R=19.47

AutoCAD SHX Text

DMH

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text I=18.2

AutoCAD SHX Text

BIT CONC

AutoCAD SHX Text

BIT. OVER REINF.CONCRETE

AutoCAD SHX Text

BITUMINOUS (7"±)

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

VGC

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

BRICK WALK

AutoCAD SHX Text 15"D

AutoCAD SHX Text D

AutoCAD SHX Text I=21.4

AutoCAD SHX Text

CP W/AC

AutoCAD SHX Text I=16.0

AutoCAD SHX Text

6"CI CAPPED

AutoCAD SHX Text I=18.3

AutoCAD SHX Text

10"PVC

AutoCAD SHX Text I=14.8

AutoCAD SHX Text I=14.7

AutoCAD SHX Text

I=14.8 6"AC

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6"AC

AutoCAD SHX Text

6"AC

AutoCAD SHX Text

8"AC

AutoCAD SHX Text

8"AC

AutoCAD SHX Text I=17.3

AutoCAD SHX Text

I=17.4 4"CI

AutoCAD SHX Text

VGC

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VGC

AutoCAD SHX Text

CP W/COVER

AutoCAD SHX Text

LANDING

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RAISED DECK

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METAL STAIRS

AutoCAD SHX Text

I=13.8 8"VC

AutoCAD SHX Text

I=13.9 8"VC

AutoCAD SHX Text

I=14.3 8"VC

AutoCAD SHX Text

I=16.1 6"CI

AutoCAD SHX Text I=16.5

AutoCAD SHX Text

6"VC

AutoCAD SHX Text I=15.1

AutoCAD SHX Text I=15.3

AutoCAD SHX Text

I=14.9 8"VC

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AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text 12"E

AutoCAD SHX Text 12"D

AutoCAD SHX Text 10"D

AutoCAD SHX Text

LPB

AutoCAD SHX Text 10"D

AutoCAD SHX Text

LPB

AutoCAD SHX Text D

AutoCAD SHX Text

DMH

AutoCAD SHX Text R=17.08

AutoCAD SHX Text T

AutoCAD SHX Text 4"D

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text

TMH

AutoCAD SHX Text 36"D

AutoCAD SHX Text 48"D

AutoCAD SHX Text

LP/BASE

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text

TMH

AutoCAD SHX Text T

AutoCAD SHX Text 36"D

AutoCAD SHX Text E

AutoCAD SHX Text

EMH

AutoCAD SHX Text

UP/LP #7-2

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AutoCAD SHX Text E

AutoCAD SHX Text

EMH

AutoCAD SHX Text T

AutoCAD SHX Text

TMH

AutoCAD SHX Text

AutoCAD SHX Text R=15.14

AutoCAD SHX Text D

AutoCAD SHX Text

DMH

AutoCAD SHX Text R=15.70

AutoCAD SHX Text 48"D

AutoCAD SHX Text 36"D

AutoCAD SHX Text D

AutoCAD SHX Text

DMH

AutoCAD SHX Text R=15.51

AutoCAD SHX Text D

AutoCAD SHX Text

DMH

AutoCAD SHX Text R=15.64

AutoCAD SHX Text 36"D

AutoCAD SHX Text 24"D

AutoCAD SHX Text 20"D

AutoCAD SHX Text 18"D

AutoCAD SHX Text 6"D

AutoCAD SHX Text E

AutoCAD SHX Text

EMH

AutoCAD SHX Text

LP/BASE

AutoCAD SHX Text

STMH

AutoCAD SHX Text

4"VC

AutoCAD SHX Text

CROSSWALK

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8"VC

AutoCAD SHX Text

4"VC

AutoCAD SHX Text

16"CHW

AutoCAD SHX Text 3"W

AutoCAD SHX Text 12"W

AutoCAD SHX Text

CURB STOP (TYP.)

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CURB STOP (TYP.)

AutoCAD SHX Text T

AutoCAD SHX Text

TMH(R)

AutoCAD SHX Text 6"W

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text E

AutoCAD SHX Text

BITUMINOUS CONCRETE

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PLANTER

AutoCAD SHX Text

CONC PAD

AutoCAD SHX Text

COLUMN

AutoCAD SHX Text I=11.8

AutoCAD SHX Text I=9.8

AutoCAD SHX Text I=9.7

AutoCAD SHX Text

AutoCAD SHX Text I=11.3

AutoCAD SHX Text I=11.4

AutoCAD SHX Text

6"AC

AutoCAD SHX Text

6"AC

AutoCAD SHX Text

6"VCP

AutoCAD SHX Text

8"AC

AutoCAD SHX Text

8"AC

AutoCAD SHX Text

8"AC

AutoCAD SHX Text

8"AC

AutoCAD SHX Text

12"PVC

AutoCAD SHX Text

8"AC

AutoCAD SHX Text I=5.7

AutoCAD SHX Text I=5.5

AutoCAD SHX Text I=5.6

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

12"VCP

AutoCAD SHX Text I=7.1

AutoCAD SHX Text I=10.6

AutoCAD SHX Text I=10.7

AutoCAD SHX Text I=11.2

AutoCAD SHX Text I=11.4

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text I=15.6

AutoCAD SHX Text I=12.3

AutoCAD SHX Text I=12.2

AutoCAD SHX Text

PUMP ALARM ON POST

AutoCAD SHX Text I=13.5

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text I=7.4

AutoCAD SHX Text I=8.0

AutoCAD SHX Text

12"PVC

AutoCAD SHX Text I=8.0

AutoCAD SHX Text

12"PVC

AutoCAD SHX Text I=17.5

AutoCAD SHX Text I=17.3

AutoCAD SHX Text I=16.9

AutoCAD SHX Text

12"PVC

AutoCAD SHX Text I=16.2

AutoCAD SHX Text I=18.8

AutoCAD SHX Text I=18.3

AutoCAD SHX Text

4"CIP

AutoCAD SHX Text I=20.1

AutoCAD SHX Text

4"CIP

AutoCAD SHX Text

12"PVC

AutoCAD SHX Text I=11.9

AutoCAD SHX Text I=11.7

AutoCAD SHX Text

12"PVC

AutoCAD SHX Text I=11.6

AutoCAD SHX Text

12"PVC

AutoCAD SHX Text

METAL PLATE

AutoCAD SHX Text

BOLLARD AND CHAIN FENCE

AutoCAD SHX Text

BOLLARD AND

AutoCAD SHX Text

CHAIN FENCE

AutoCAD SHX Text

POST AND CHAIN FENCE

AutoCAD SHX Text I=12.3

AutoCAD SHX Text G

AutoCAD SHX Text

DEPTH 3'

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DEPTH 3'

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DEPTH 3'

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DEPTH 1-3'

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DEPTH 1-3'

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DEPTH 1-2'

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DEPTH 3-5'

AutoCAD SHX Text

DEPTH 3-6'

AutoCAD SHX Text

DEPTH UNK

AutoCAD SHX Text

LST

AutoCAD SHX Text

TREE WELL (TYP.)

AutoCAD SHX Text

BARRIER CONTROL BOX

AutoCAD SHX Text

BARRIER CONTROL BOX

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

SWITCHGEAR ON CCPAD

AutoCAD SHX Text

TRANS. ON CCPAD

AutoCAD SHX Text

BARRIER CONTROL BOX

AutoCAD SHX Text

GATE STOP

AutoCAD SHX Text

BOLLARD AND CHAIN FENCE

AutoCAD SHX Text

BOLLARD AND CHAIN FENCE

AutoCAD SHX Text

PORTER AVENUE

AutoCAD SHX Text

6"AC

AutoCAD SHX Text

BIT PATCH

AutoCAD SHX Text

8"ST

AutoCAD SHX Text

BARRIER CONTROL BOX

AutoCAD SHX Text

PLANTER BOX

AutoCAD SHX Text

TRANSFORMER ON CONC FOOTING

AutoCAD SHX Text

CONC PAD

AutoCAD SHX Text

CONC STEPS

AutoCAD SHX Text E(M)

AutoCAD SHX Text

6"ST

AutoCAD SHX Text

CONC STEPS

AutoCAD SHX Text

ALARM BOX

AutoCAD SHX Text

CONC STEPS

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text

B1284 EVANS

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16"CHW

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BIT. OVER REINF.CONCRETE

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BITUMINOUS

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CHILLED WATER

AutoCAD SHX Text

6" OIL (REC)

AutoCAD SHX Text

2-1/2" RETURN (REC)

AutoCAD SHX Text

8" STEAM, 6" STEAM, 5" COND. (REC)

AutoCAD SHX Text

4" STEAM (REC)

AutoCAD SHX Text

6" STEAM (REC)

AutoCAD SHX Text

PIPE CHAMBER (REC)

AutoCAD SHX Text

SUMP MH (REC)

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MH (REC)

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MH (REC)

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text

(REC)

AutoCAD SHX Text

(REC)

AutoCAD SHX Text

(REC)

AutoCAD SHX Text

(REC)

AutoCAD SHX Text

6"AC

AutoCAD SHX Text

DEPTH 3-7'

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DEPTH 3-7'

AutoCAD SHX Text W

AutoCAD SHX Text

6"(REC)

AutoCAD SHX Text W

AutoCAD SHX Text

4"(REC)

AutoCAD SHX Text

SALTWATER

AutoCAD SHX Text

6"(REC)

AutoCAD SHX Text

6"(REC)

AutoCAD SHX Text

6"(REC)

AutoCAD SHX Text

8"(REC)

AutoCAD SHX Text

8"(REC)

AutoCAD SHX Text

8"(REC)

AutoCAD SHX Text

6"(REC)

AutoCAD SHX Text

6"(REC)

AutoCAD SHX Text

6"(REC)

AutoCAD SHX Text G

AutoCAD SHX Text

(REC)

AutoCAD SHX Text

2-1/2" STEAM (REC)

AutoCAD SHX Text

8" STEAM, 6" STEAM, 5" COND. (REC)

AutoCAD SHX Text

8" STEAM 5"COND. (REC)

AutoCAD SHX Text

14" DIRECT BURY EXPRESS STEAM 2" COND. (REC)

AutoCAD SHX Text

14" DIRECT BURY EXPRESS STEAM 2" COND. (REC)

AutoCAD SHX Text

12" STEAM 5" COND. (REC)

AutoCAD SHX Text

12" STEAM 5" COND. (REC)

AutoCAD SHX Text

12" STEAM 5" COND.(REC)

AutoCAD SHX Text

8" STEAM 5" COND. (REC)

AutoCAD SHX Text

3" STEAM 2"COND.(REC)

AutoCAD SHX Text

MH (REC)

AutoCAD SHX Text

MH (REC)

AutoCAD SHX Text

8" STEAM 6" STEAM 5" COND. (REC)

AutoCAD SHX Text

1-1/2" (REC)

AutoCAD SHX Text

6"OIL(REC)

AutoCAD SHX Text

2-1/2" RETURN (REC)

AutoCAD SHX Text

MH (REC)

AutoCAD SHX Text

AutoCAD SHX Text R=19.44

AutoCAD SHX Text

DMH

AutoCAD SHX Text R=17.78

AutoCAD SHX Text

DMH

AutoCAD SHX Text

CB R=17.31

AutoCAD SHX Text

12"RCP I=10.3

AutoCAD SHX Text

SMH R=20.23

AutoCAD SHX Text

SMH R=20.35

AutoCAD SHX Text

TMH

AutoCAD SHX Text 10"D

AutoCAD SHX Text 12"D

AutoCAD SHX Text

SMH R=17.60

AutoCAD SHX Text

SMH R=16.41

AutoCAD SHX Text I=10.7

AutoCAD SHX Text I=11.0

AutoCAD SHX Text

12"CIP

AutoCAD SHX Text

STMH

AutoCAD SHX Text

LPB

AutoCAD SHX Text

LPB

AutoCAD SHX Text

LP/BASE

AutoCAD SHX Text

LP/BASE

AutoCAD SHX Text

DMH R=21.36

AutoCAD SHX Text

TOP OF CONC EL=22.59

AutoCAD SHX Text E

AutoCAD SHX Text

EMH

AutoCAD SHX Text

CP W/AC

AutoCAD SHX Text

CP W/AC

AutoCAD SHX Text

UP #7-1

AutoCAD SHX Text E

AutoCAD SHX Text

EMH

AutoCAD SHX Text

UP #RISER

AutoCAD SHX Text 10"D

AutoCAD SHX Text 32"D

AutoCAD SHX Text

TH=19.00

AutoCAD SHX Text

TH=19.03

AutoCAD SHX Text

I=17.2 4"CIP

AutoCAD SHX Text

DMH R=19.46

AutoCAD SHX Text

DMH R=19.10

AutoCAD SHX Text I=16.1

AutoCAD SHX Text 24"D

AutoCAD SHX Text 18"D

AutoCAD SHX Text

SMH R=21.81

AutoCAD SHX Text

I=15.3 12"PVC

AutoCAD SHX Text

DMH R=21.60

AutoCAD SHX Text

10"CHW

AutoCAD SHX Text D

AutoCAD SHX Text

DMH, R=22.97

AutoCAD SHX Text

STMH

AutoCAD SHX Text

STMH

AutoCAD SHX Text

EMH

AutoCAD SHX Text E

AutoCAD SHX Text

EMH

AutoCAD SHX Text T

AutoCAD SHX Text

TMH

AutoCAD SHX Text

TMH

AutoCAD SHX Text

EMH

AutoCAD SHX Text

STMH

AutoCAD SHX Text

TMH

AutoCAD SHX Text

HHELEC

AutoCAD SHX Text

LPB

AutoCAD SHX Text

EMH

AutoCAD SHX Text

LPB

AutoCAD SHX Text

BOLLARDS (TYP.)

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BOLLARDS (TYP.)

AutoCAD SHX Text

SIGN (TYP.)

AutoCAD SHX Text

TMH

AutoCAD SHX Text

2-1/2" STEAM (REC)

AutoCAD SHX Text

2-1/2" RETURN (REC)

AutoCAD SHX Text

6" OIL (REC)

AutoCAD SHX Text

STMH

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

UP/LP #7-3

AutoCAD SHX Text S

AutoCAD SHX Text I.=9.2(1)

AutoCAD SHX Text I.=9.0(2)

AutoCAD SHX Text I.=8.9(3)

AutoCAD SHX Text I.=9.1(4)

AutoCAD SHX Text I=10.9(1)

AutoCAD SHX Text I=9.3(2)

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

6"VC

AutoCAD SHX Text

6"VC

AutoCAD SHX Text

10"VC

AutoCAD SHX Text

6"VC

AutoCAD SHX Text

6"VC

AutoCAD SHX Text

10"VC

AutoCAD SHX Text

10"VC

AutoCAD SHX Text

6"VC

AutoCAD SHX Text

GROUND ROD

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GROUND ROD

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GROUND ROD

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GROUND ROD

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GROUND ROD

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GROUND ROD

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GROUND ROD

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GROUND ROD

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GROUND ROD

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GROUND ROD

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GROUND ROD

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GROUND ROD

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GROUND ROD

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VGC

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VGC

AutoCAD SHX Text

VGC

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200' OFFSET FROM COASTAL FEATURE (TYP.)

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FEMA FLOODPLAIN (TYP.)

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SUBSURFACE DRAINAGE SYSTEM

AutoCAD SHX Text E

AutoCAD SHX Text

EMH

AutoCAD SHX Text

CROSS WALK

AutoCAD SHX Text E

AutoCAD SHX Text I=10.5

AutoCAD SHX Text

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text feet

AutoCAD SHX Text scale

AutoCAD SHX Text

SCALE: 1"=30'

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NORTH

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CHECK GRAPHIC SCALE BEFORE USING

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SITE EXISTING CONDITIONS PLAN

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PJM

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DEW

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PJM

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AS NOTED

AutoCAD SHX Text 47108-425

AutoCAD SHX Text

(THIS SHEET ONLY)

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EXISTING TURF AREA.

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EXISTING CONCRETE WALK.

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EXISTING ASPHALT CONCRETE PAVEMENT.

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EXISTING BUILDING.

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EXISTING CIRCULAR GRANITE CURB.

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1. COORDINATES, IN U. S. SURVEY FEET, ARE IN THE RHODE ISLAND STATE COORDINATES, IN U. S. SURVEY FEET, ARE IN THE RHODE ISLAND STATE PLANE COORDINATE SYSTEM, REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 CORS ADJUSTMENT (NAD 83/CORS). 2. ELEVATIONS, IN U.S. SURVEY FEET, ARE REFERENCED TO THE NATIONAL ELEVATIONS, IN U.S. SURVEY FEET, ARE REFERENCED TO THE NATIONAL AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 3. REFER TO SHEET CL101 FOR LOCATION OF EXISTING CONTROL STATIONS REFER TO SHEET CL101 FOR LOCATION OF EXISTING CONTROL STATIONS WITH COORDINATES AND ELEVATIONS. USE ONE EXISTING CONTROL STATION FOR THE PROJECT BENCHMARK. CONFIRM ELEVATION IS CONSISTENT WITH TWO OR MORE CONTROL STATIONS AND CHECK EXISTING RIM ELEVATIONS OF DRAIN MANHOLES INDICATED FOR STORM DRAIN CONNECTIONS (EDMH-1, EDMH-3) RELATIVE TO THE PROJECT BENCHMARK. REPORT DISCREPANCIES TO THE CONTRACTING OFFICER.

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DRAWFORM REVISION: 10 MARCH 2009

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AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

APPROVED

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SYM

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DESCRIPTION

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DATE

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APPR

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SEAL

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A/E INFO

AutoCAD SHX Text C

AutoCAD SHX Text D

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EPROJECT NO.:

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FOR COMMANDER NAVFAC

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DATE

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ACTIVITY

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SATISFACTORY TO

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CHK

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DRW

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DES

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NAVAL FACILITIES ENGINEERING COMMAND

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NAVFAC DRAWING NO.

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SHEET

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CONSTR. CONTR. NO.

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SCALE:

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DEPARTMENT OF THE NAVY

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PUBLIC WORKS DEPARTMENT - NEWPORT

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NAVAL STATION NEWPORT - NEWPORT, RHODE ISLAND

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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NAVSTA DRAWING NO.

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NAVAL STATION NEWPORT

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NEWPORT, RHODE ISLAND

AutoCAD SHX Text 1691406

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BETHANY COLLARD

AutoCAD SHX Text X

AutoCAD SHX Text 04/17/24

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EXISTING GRAVEL SURFACE.

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EXISTING PRECAST CONCRETE CURB.

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EXISTING LINE OF BOLLARDS AND CHAIN.

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DESIGNATION

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ELEVATION

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ELEV (SIZE)

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ELEV (SIZE)

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REMARKS

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ECB-1

AutoCAD SHX Text 16.53'

AutoCAD SHX Text 9.45' (12")

AutoCAD SHX Text 9.53' (12")

AutoCAD SHX Text 9.34' (12")

AutoCAD SHX Text 9.42' (12")

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EDMH-2

AutoCAD SHX Text 16.55'

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STRUCTURE

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INVERT OUT

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INVERT IN

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RIM

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EDMH-1

AutoCAD SHX Text 17.10'

AutoCAD SHX Text %%P13.0' (6")

AutoCAD SHX Text %%P13.1' (6")

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ECB-2

AutoCAD SHX Text %%P15.0' (6")

AutoCAD SHX Text 18.04'

AutoCAD SHX Text %%P10.0'

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%%P12" CHANNEL EL: 9.38'

AutoCAD SHX Text %%P9.6

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IN FROM EAST

AutoCAD SHX Text 13.42' (8")

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IN FROM SOUTH

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SHELF ELEV %%P10.7

AutoCAD SHX Text %%P8.2'

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SHELF ELEV %%P8.9'

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EDMH-1

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EDMH-2

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ESMH-1

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EDMH-3

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ESMH-2

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ECB-2

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ECB-1

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IN FROM SOUTH

AutoCAD SHX Text 10.40' (12")

AutoCAD SHX Text

IN FROM WEST

AutoCAD SHX Text 9.53' (12")

AutoCAD SHX Text

IN FROM EAST

AutoCAD SHX Text 13.25' (8")

AutoCAD SHX Text

EDMH-3

AutoCAD SHX Text 17.33'

AutoCAD SHX Text 13.50' (6")

AutoCAD SHX Text

IN FROM SOUTHWEST

AutoCAD SHX Text 13.42' (6")

AutoCAD SHX Text

IN FROM NORTHWEST

AutoCAD SHX Text

BOTTOM EL %%P15.0'

AutoCAD SHX Text

PIPE NOT VISIBLE

AutoCAD SHX Text

BOTTOM EL %%P13.4', PIPES MOSTLY

AutoCAD SHX Text

FILLED WITH SEDIMENT

AutoCAD SHX Text %%P19.4'

AutoCAD SHX Text %%P8.3'

AutoCAD SHX Text

ESMH-1

AutoCAD SHX Text %%P18.1'

AutoCAD SHX Text %%P10.1'

AutoCAD SHX Text

ESMH-2

AutoCAD SHX Text

EXISTING ELECTRIC TRANSFORMER.

AutoCAD SHX Text

SOIL BORING, TYP. SEE BORING LOGS ON DRAWING B-001 AND B-002

B11

B15

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

N A

V A

L W

A R

C O

G E

M O

D U

B U

GRAPHIC SCALE

SITE REMOVALS PLAN

CD101

GENERAL NOTES

REMOVAL KEYNOTES

KEYNOTES

AutoCAD SHX Text

(REC)

AutoCAD SHX Text

(REC)

AutoCAD SHX Text

(REC)

AutoCAD SHX Text

6"(REC)

AutoCAD SHX Text

CUSHING ROAD

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HAMPSHIRE DRIVE

AutoCAD SHX Text

B29 SIMS HALL NAVAL WAR COLLEGE LIBRARY

AutoCAD SHX Text

POST ON CP W/ALARM BOX

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GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 4-E

AutoCAD SHX Text 8"W

AutoCAD SHX Text 10"W

AutoCAD SHX Text 4"W

AutoCAD SHX Text 8"W

AutoCAD SHX Text 6"W

AutoCAD SHX Text

16"CHW

AutoCAD SHX Text

12"CHW

AutoCAD SHX Text

10"CHW

AutoCAD SHX Text

6"CHW

AutoCAD SHX Text

6"ST

AutoCAD SHX Text

8"ST

AutoCAD SHX Text T

AutoCAD SHX Text T(M)

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text 18"D

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text

BIT CONC

AutoCAD SHX Text

BIT. OVER REINF.CONCRETE

AutoCAD SHX Text

BITUMINOUS (7"±)

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

VGC

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

BRICK WALK

AutoCAD SHX Text 15"D

AutoCAD SHX Text D

AutoCAD SHX Text

CP W/AC

AutoCAD SHX Text

8"AC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

CP W/COVER

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text 12"E

AutoCAD SHX Text 12"D

AutoCAD SHX Text 10"D

AutoCAD SHX Text

LPB

AutoCAD SHX Text 10"D

AutoCAD SHX Text

LPB

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text 4"D

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text

TMH

AutoCAD SHX Text 36"D

AutoCAD SHX Text 48"D

AutoCAD SHX Text

LP/BASE

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text

TMH

AutoCAD SHX Text T

AutoCAD SHX Text 36"D

AutoCAD SHX Text E

AutoCAD SHX Text

EMH

AutoCAD SHX Text

UP/LP #7-2

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

EMH

AutoCAD SHX Text T

AutoCAD SHX Text

TMH

AutoCAD SHX Text D

AutoCAD SHX Text 48"D

AutoCAD SHX Text 36"D

AutoCAD SHX Text D

AutoCAD SHX Text 36"D

AutoCAD SHX Text 24"D

AutoCAD SHX Text 20"D

AutoCAD SHX Text 18"D

AutoCAD SHX Text 6"D

AutoCAD SHX Text E

AutoCAD SHX Text

EMH

AutoCAD SHX Text

LP/BASE

AutoCAD SHX Text

STMH

AutoCAD SHX Text

CROSSWALK

AutoCAD SHX Text

16"CHW

AutoCAD SHX Text 3"W

AutoCAD SHX Text 12"W

AutoCAD SHX Text

CURB STOP (TYP.)

AutoCAD SHX Text

CURB STOP (TYP.)

AutoCAD SHX Text T

AutoCAD SHX Text

TMH(R)

AutoCAD SHX Text 6"W

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text E

AutoCAD SHX Text

BITUMINOUS CONCRETE

AutoCAD SHX Text

CONC PAD

AutoCAD SHX Text

COLUMN

AutoCAD SHX Text

PUMP ALARM ON POST

AutoCAD SHX Text

12"PVC

AutoCAD SHX Text I=11.9

AutoCAD SHX Text I=11.7

AutoCAD SHX Text

12"PVC

AutoCAD SHX Text

METAL PLATE

AutoCAD SHX Text

BOLLARD AND CHAIN FENCE

AutoCAD SHX Text

BOLLARD AND

AutoCAD SHX Text

CHAIN FENCE

AutoCAD SHX Text I=12.3

AutoCAD SHX Text G

AutoCAD SHX Text

DEPTH 3'

AutoCAD SHX Text

DEPTH 3'

AutoCAD SHX Text

DEPTH 3'

AutoCAD SHX Text

DEPTH 1-3'

AutoCAD SHX Text

DEPTH 1-3'

AutoCAD SHX Text

DEPTH 1-2'

AutoCAD SHX Text

DEPTH 3-5'

AutoCAD SHX Text

DEPTH 3-6'

AutoCAD SHX Text

DEPTH UNK

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

SWITCHGEAR ON CCPAD

AutoCAD SHX Text

TRANS. ON CCPAD

AutoCAD SHX Text

BARRIER CONTROL BOX

AutoCAD SHX Text

BOLLARD AND CHAIN FENCE

AutoCAD SHX Text

PORTER AVENUE

AutoCAD SHX Text

8"ST

AutoCAD SHX Text

BARRIER CONTROL BOX

AutoCAD SHX Text

TRANSFORMER ON CONC FOOTING

AutoCAD SHX Text E(M)

AutoCAD SHX Text

6"ST

AutoCAD SHX Text

CONC STEPS

AutoCAD SHX Text

ALARM BOX

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text

B1284 EVANS

AutoCAD SHX Text

16"CHW

AutoCAD SHX Text

BIT. OVER REINF.CONCRETE

AutoCAD SHX Text

BITUMINOUS

AutoCAD SHX Text

CHILLED WATER

AutoCAD SHX Text

6" OIL (REC)

AutoCAD SHX Text

2-1/2" RETURN (REC)

AutoCAD SHX Text

8" STEAM, 6" STEAM, 5" COND. (REC)

AutoCAD SHX Text

4" STEAM (REC)

AutoCAD SHX Text

6" STEAM (REC)

AutoCAD SHX Text

PIPE CHAMBER (REC)

AutoCAD SHX Text

SUMP MH (REC)

AutoCAD SHX Text

MH (REC)

AutoCAD SHX Text

MH (REC)

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text

(REC)

AutoCAD SHX Text

(REC)

AutoCAD SHX Text

(REC)

AutoCAD SHX Text

(REC)

AutoCAD SHX Text W

AutoCAD SHX Text

6"(REC)

AutoCAD SHX Text W

AutoCAD SHX Text

4"(REC)

AutoCAD SHX Text

SALTWATER

AutoCAD SHX Text

6"(REC)

AutoCAD SHX Text

6"(REC)

AutoCAD SHX Text

6"(REC)

AutoCAD SHX Text

8"(REC)

AutoCAD SHX Text

8"(REC)

AutoCAD SHX Text

8"(REC)

AutoCAD SHX Text

6"(REC)

AutoCAD SHX Text

6"(REC)

AutoCAD SHX Text

6"(REC)

AutoCAD SHX Text G

AutoCAD SHX Text

(REC)

AutoCAD SHX Text

2-1/2" STEAM (REC)

AutoCAD SHX Text

8" STEAM, 6" STEAM, 5" COND. (REC)

AutoCAD SHX Text

8" STEAM 5"COND. (REC)

AutoCAD SHX Text

14" DIRECT BURY EXPRESS STEAM 2" COND. (REC)

AutoCAD SHX Text

14" DIRECT BURY EXPRESS STEAM 2" COND. (REC)

AutoCAD SHX Text

12" STEAM 5" COND. (REC)

AutoCAD SHX Text

12" STEAM 5" COND. (REC)

AutoCAD SHX Text

12" STEAM 5" COND.(REC)

AutoCAD SHX Text

8" STEAM 5" COND. (REC)

AutoCAD SHX Text

3" STEAM 2"COND.(REC)

AutoCAD SHX Text

MH (REC)

AutoCAD SHX Text

MH (REC)

AutoCAD SHX Text

8" STEAM 6" STEAM 5" COND. (REC)

AutoCAD SHX Text

1-1/2" (REC)

AutoCAD SHX Text

6"OIL(REC)

AutoCAD SHX Text

2-1/2" RETURN (REC)

AutoCAD SHX Text

MH (REC)

AutoCAD SHX Text

TMH

AutoCAD SHX Text 10"D

AutoCAD SHX Text 12"D

AutoCAD SHX Text

STMH

AutoCAD SHX Text

LPB

AutoCAD SHX Text

LPB

AutoCAD SHX Text

LP/BASE

AutoCAD SHX Text

LP/BASE

AutoCAD SHX Text

TOP OF CONC EL=22.59

AutoCAD SHX Text E

AutoCAD SHX Text

EMH

AutoCAD SHX Text

CP W/AC

AutoCAD SHX Text

CP W/AC

AutoCAD SHX Text

UP #7-1

AutoCAD SHX Text E

AutoCAD SHX Text

EMH

AutoCAD SHX Text

UP #RISER

AutoCAD SHX Text 10"D

AutoCAD SHX Text 32"D

AutoCAD SHX Text

TH=19.00

AutoCAD SHX Text

TH=19.03

AutoCAD SHX Text 24"D

AutoCAD SHX Text 18"D

AutoCAD SHX Text

10"CHW

AutoCAD SHX Text D

AutoCAD SHX Text

STMH

AutoCAD SHX Text

STMH

AutoCAD SHX Text

EMH

AutoCAD SHX Text E

AutoCAD SHX Text

EMH

AutoCAD SHX Text T

AutoCAD SHX Text

TMH

AutoCAD SHX Text

TMH

AutoCAD SHX Text

EMH

AutoCAD SHX Text

STMH

AutoCAD SHX Text

TMH

AutoCAD SHX Text

HHELEC

AutoCAD SHX Text

LPB

AutoCAD SHX Text

EMH

AutoCAD SHX Text

LPB

AutoCAD SHX Text

BOLLARDS (TYP.)

AutoCAD SHX Text

BOLLARDS (TYP.)

AutoCAD SHX Text

SIGN (TYP.)

AutoCAD SHX Text

TMH

AutoCAD SHX Text

2-1/2" STEAM (REC)

AutoCAD SHX Text

2-1/2" RETURN (REC)

AutoCAD SHX Text

6" OIL (REC)

AutoCAD SHX Text

STMH

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

UP/LP #7-3

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

GROUND ROD

AutoCAD SHX Text

GROUND ROD

AutoCAD SHX Text

GROUND ROD

AutoCAD SHX Text

GROUND ROD

AutoCAD SHX Text

GROUND ROD

AutoCAD SHX Text

GROUND ROD

AutoCAD SHX Text

GROUND ROD

AutoCAD SHX Text

GROUND ROD

AutoCAD SHX Text

GROUND ROD

AutoCAD SHX Text

GROUND ROD

AutoCAD SHX Text

GROUND ROD

AutoCAD SHX Text

GROUND ROD

AutoCAD SHX Text

GROUND ROD

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

200' OFFSET FROM COASTAL FEATURE (TYP.)

AutoCAD SHX Text

FEMA FLOODPLAIN (TYP.)

AutoCAD SHX Text

SUBSURFACE DRAINAGE SYSTEM

AutoCAD SHX Text E

AutoCAD SHX Text

EMH

AutoCAD SHX Text

CROSS WALK

AutoCAD SHX Text

SCW

AutoCAD SHX Text

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File details come from the government source that posted it. Updated Jul 16, 2024.