02 P3003 IFC Drawings Vol 2.pdf

PDF 46 MB Posted Mar 22, 2021

Attached to: P3003, Consolidated Communication Center, AAFB Federal contract opportunity
Solicitation number: N40080-21-R-9670
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Dec 27, 2023

This federal contract opportunity solicitation is for the construction of a 79,374 square foot consolidated communication center at Joint Base Andrews in Maryland. The two-story facility will support critical communication functions for the Air Force, White House, and Defense Information System Agency. The scope of work includes building the new steel and masonry structure, demolishing two existing buildings totaling 105,841 square feet, and removing associated HVAC, electrical, and fuel tank infrastructure. The solicitation was issued by the Department of the Navy Naval Facilities Engineering Command for the P3003 Consolidated Communication Center project. The deadline for responses has not been disclosed in this document.

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Other files for this federal contract opportunity

Other files attached to P3003, Consolidated Communication Center, AAFB, newest first.
File	Type	Posted
P-3003 AMENDMENT 0009.pdf	PDF	Jul 26, 2021
P-3003 AMENDMENT 0008.pdf	PDF	Jul 23, 2021
P-3003 AMENDMENT 0007.pdf	PDF	Apr 22, 2021
P-3003 AMENDMENT 0006.pdf	PDF	Apr 20, 2021
P3003 Revised Price Schedule - 15 APR 2021.doc	DOC document	Apr 16, 2021
P3003 AMENDMENT 0005.pdf	PDF	Apr 16, 2021
Site Vist Sign In Sheet2.pdf	PDF	Apr 5, 2021
Site Visit Sign In Sheet1.pdf	PDF	Apr 5, 2021
P-3003 AMENDMENT 0004.pdf	PDF	Apr 5, 2021
Andrews Air Force Base (ADW) MD - Bing Maps.pdf	PDF	Mar 31, 2021
P-3003 AMENDMENT 0003.pdf	PDF	Mar 31, 2021
P-3003 AMENDMENT 0002.pdf	PDF	Mar 23, 2021
02 P3003 IFC Drawings Vol 4.pdf	PDF	Mar 22, 2021
P-3003 AMENDMENT 0001.pdf	PDF	Mar 22, 2021
02 P3003 IFC Drawings Vol 1.pdf	PDF	Mar 22, 2021
02 P3003 IFC Drawings Vol 6.pdf	PDF	Mar 22, 2021
02 P3003 IFC Drawings Vol 7.pdf	PDF	Mar 22, 2021
02 P3003 IFC Drawings Vol 5.pdf	PDF	Mar 22, 2021
02 P3003 IFC Drawings Vol 3.pdf	PDF	Mar 22, 2021
Construction Experience Project Data Sheet.doc	DOC document	Mar 21, 2021
SMALL BUSINESS PARTICIPATION COMMITMENT DOCUMENT.docx	DOCX document	Mar 21, 2021
06 P3003 CCC SID IFC.pdf	PDF	Mar 21, 2021
N40080-21-R-9670 - P3003 SOLICITATION.pdf	PDF	Mar 21, 2021
SMALL BUSINESS SUBCONTRACTING PLAN.docx	DOCX document	Mar 21, 2021
P3003 Bid Schedule - 18 Mar 2021.doc	DOC document	Mar 21, 2021
Past Performance Questionannaire.docx	DOCX document	Mar 21, 2021
P3003 - Hazard Analysis Report.pdf	PDF	Mar 21, 2021
06 P3003 CCC FFE 2021 IFC.pdf	PDF	Mar 21, 2021
03 P3003 CCC Specifications Signed.pdf	PDF	Mar 21, 2021
HISTORICAL SMALL BUSINESS UTILIZATION.docx	DOCX document	Mar 21, 2021

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C-001

1553599

FIRE PROTECTION

BRANCH MANAGER

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CONSTR. CONTR.

EPROJECT NO.

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NAVFAC DRAWING NO.

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DRAWFORM REVISION: 31 JANUARY 2017

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SATISFACTORY TO DATE

FOR COMMANDER NAVFAC

ACTIVITY

APPROVED

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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

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N40080-15-D-0452 TO 004

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

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A/E INFO

02/19/2021

BY MAJ BIRKHOLD VIA EMAIL

PM/DM JFH/EC

CHIEF ENG/ARCH

S I T

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B B

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SACSMS MLC

13108319

COND

BENCHMARK

APPROXIMATE LOCATION OF

BORING LOG

CONTROL POINT

CONTROL POINT - NAIL SET

CONTROL POINT - IRON PIN SET

DOWNSPOUT

HEADWALL

DROP INLET

CURB INLET

STORM MANHOLE

SANITARY MANHOLE

SANITARY CLEANOUT

STEAM MANHOLE

ELECTRIC MANHOLE

ELECTRIC PANEL

POWER POLE

LIGHT POLE

JUNCTION BOX

GUY WIRE

GUY POLE

SIGNAL POLE

MECHANICAL EQUIPMENT

ELECTRICAL CONDUIT

WATER MANHOLE

FIRE HYDRANT

WATER VALVE

MONITORING WELL

POST INDICATOR VALVE

FIRE DEPARTMENT CONNECTION

GAS METER

INDICATOR POST

COMMUNICATIONS MANHOLE

TELEPHONE PEDESTAL

TELEPHONE POLE

SIGN

BOLLARD

BUILDING INGRESS/EGRESS

TREE

BUSH

EXISTING

ROOF OVERHANG

SOIL DELINEATION

HANDRAIL

EDGE OF PAVEMENT

GUARD RAIL

CHAIN LINK FENCELINE

TREELINE

MAJOR CONTOURS

MINOR CONTOURS

OVERHEAD TELEPHONE

UNDERGROUND TELEPHONE

UNDERGROUND NATURAL GAS

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC (CONCRETE DUCTBANK)

UNDERGROUND ELECTRIC (DIRECT BURY CABLE)

UNDERGROUND COMM

SANITARY LINE

STEAM LINE

STORM LINE

WATER LINE

DITCH

DEMOLITION

LIMITS OF DISTURBANCE

LIMITS OF PARKING LOT MAINTENANCE

AND RESTRIPING

ASPHALT

CONCRETE

GRAVEL

RIPRAP

MILL AND OVERLAY

PAVEMENT DEMO

BUILDING DEMO

ABAN ABANDON

AC ASPHALT CONCRETE

AD AREA DRAIN

ADDL ADDITIONAL

AFF ABOVE FINISHED FLOOR

APPROX APPROXIMATE

APPD APPROVED

ARCH ARCHITECTURAL

AVG AVERAGE

@ AT

BC BACK OF CURB

BH BORE HOLE

BL BREAKLINE

BLDG BUILDING

BLK BLOCK

BM BENCHMARK

BMP BEST MANAGEMENT PRACTICES

BOT BOTTOM

CB CATCH BASIN

CFM CUBIC FEET PER MINUTE

CHDPE CORREGATED HIGH DENSITY

CI CAST IRON, CURB INLET

CIP CAST IRON PIPE

℄, CL CENTERLINE

CLF CHAIN LINK FENCE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CN CURVE NUMBER

CND CONDUIT

CO CLEANOUT

COMM COMMUNICATIONS

CONC CONCRETE

COL COLUMN

COORD COORDINATE

CP CONTROL POINT

CPVC CHLORINATED PVC

CTR CENTER

CTR'D CENTERED

CU CUBIC

CU FT CUBIC FOOT

CU IN CUBIC INCH

CU YD CUBIC YARD

DI DROP INLET

DI DUCTILE IRON

DIA DIAMETER

DIAG DIAGONAL

DIP DUCTILE IRON PIPE

DNE DO NOT ENTER

DS DOWN SPOUT

DWG DRAWING

Δ DELTA

E EASTING

EA EACH

EL ELEVATION

ENGR ENGINEER

EOG EDGE OF GUTTER

EP EDGE OF PAVEMENT

EP EDGE OF PAVING

EX EXISTING

EXP EXPANSION

EXP EXPOSED

F DEGREE FAHRENHEIT

FA FIRE ALARM

FDTN FOUNDATION

FFE FINISHED FLOOR ELEVATION

FG FINISHED GRADE

FL FLOW LINE ELEVATION

FM FORCE MAIN

FOMKR FIBER OPTIC MARKER

FPS FEET PER SECOND

FT FOOT OR FEET

R RADIUS

RC REINFORCED CONCRETE

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REQD REQUIRED

ROH ROOF OVERHAND

RT RIGHT

S SLOPE

S SOUTH

SB SPEED BUMP

SAN SANITARY

STDI STORM DRAIN INLET

SECT SECTION

SF SQUARE FEET

SHT SHEET

SIM SIMILAR

SL SPEED LIMIT

STMH STORMWATER MANHOLE

SP SPACE OR SPACES

SPA. SPACING

SPEC. SPECIFICATIONS

SQ SQUARE

SQ FT SQUARE FOOT, FEET

SQ IN SQUARE INCH

STA STATION

STD STANDARD

STRL STRUCTURAL

SW SIDEWALK

T/ TOP OF

TAN TANGENT

G GROUND

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GEN GENERATOR

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GRTG GRATING

GSP GALVANIZED STEEL PIPE

GTV GATE VALVE

GVL GRAVEL

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MG MATCH GRADE

MGD MILLION GALLONS PER DAY

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

N NORTHING

NIC NOT IN CONTRACT

NP NO PARKING

NS NO SIGNAL

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OHST OVERHEAD STEAM

OWS OIL/WATER SEPRATOR

PC POINT OF CURVE

PCC PORTLAND CEMENT CONCRETE

PED PEDESTAL

PEP POLYETHYLENE PIPE

PI POINT OF INTERSECTION

PI STA POINT OF INTERSECTION STATION

PIV POST INDICATOR VALVE

PL PROPERTY LINE

PP POWER POLE

PRCST PRECAST

PREFAB PREFABRICATION

PSI POUND PER SQUARE INCH

PSF POUND PER SQUARE FOOT

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

TBM TEMPORARY BENCHMARK

TC TOP OF CURB ELEVATION

TRANSF TRANSFORMER

TS TRANSFER SWITCH

TYP TYPICAL

U ON UNLESS OTHERWISE NOTED

UBC UNIFORM BUILDING CODE

UG UNDERGROUND

UGC UNDERGROUND COMMUNICATIONS

UGE UNDERGROUND ELECTRIC

UH UNIT HEATER

UMH UNKNOWN UTILITY MANHOLE

UNK UNKNOWN UTILITY

UR URINAL

UTO UNABLE TO OPEN

UV ULTRA VIOLET

UVR UNDER VOLTAGE RELAY

V VALVE

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

VPT POINT OF VERTICAL TANGENT

DESIGN

LEGEND ABBREVIATIONS

1. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF, BRIAN S HARVEY, LS FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE

IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED FROM MAY 8, 2017 THRU JUNE 14, 2017 AND ON

DECEMBER 18, 2018; AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA

MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED.

2. VERTICAL CONTROL: NAVD 88; HORIZONTAL CONTROL: NAD 83 MARYLAND STATE PLANE COORDINATE

SYSTEM, U.S. SURVEY FOOT.

3. ALL EXISTING UNDERGROUND UTILITY LOCATIONS AS SHOWN ON THESE PLANS ARE APPROXIMATE AND

MAY NOT REPRESENT ALL UNDERGROUND UTILITIES OR SERVICE LINES. SOURCE OF EXISTING UTILITY

MAPPING: UTILITY LOCATIONS ARE BASED ON QUALITY LEVEL "B" AS DEFINED BY ASCE STANDARD 38-02

"STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA".

CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXACT LOCATION, DEPTH, SIZE, AND TYPE OF UTILITIES

SHOWN AND NOTIFYING ENGINEER OF DISCREPANCIES. CONTRACTOR IS SOLELY RESPONSIBLE FOR

DAMAGE TO PROPERTY, UTILITIES, OR PHYSICAL IMPROVEMENTS.

4. UNDERGROUND UTILITIES LOCATION PROVIDED BY:

MID-ATLANTIC UTILITY LOCATING, LLC.

44200 WAXPOOL ROAD

SUITE 127

ASHBURN, VIRGINIA 20147

Ph 703-378-0100

Fx 703-378-6191

5. CONTRACTOR MUST CONTACT "MARYLAND MISS UTILITY" AT 1-800-257-7777 PRIOR TO BEGINNING ANY

EXCAVATION OR DEMOLITION.

6. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS NOT INTENDED TO

SHOW ALL EASEMENTS THAT MAY AFFECT THE PROPERTY.

7. BASED ON GRAPHICAL DETERMINATION THE AREA SHOWN ON THIS MAP LIES IN ZONE "X" ON FEMA FIRM

MAP 24017C0130D

DATED 05/04/15

8. THE EXISTENCE OF HAZARDOUS WASTE, VEGETATED WETLANDS, OR TIDAL WETLANDS WAS NEITHER

INVESTIGATED NOR CONFIRMED DURING THE PERFORMANCE OF THIS SURVEY.

PROFESSIONAL LAND SURVEYOR IDENTIFIED HEREIN WAS IN RESPONSIBLE CHARGE OVER THE

PREPARATION OF THIS TOPOGRAPHIC SURVEY AND THE SURVEYING WORK REFLECTED IN IT, ALL IN

COMPLIANCE WITH REQUIREMENTS SET FORTH IN REGULATION 09.13.06.04.

LAND SURVEYOR LICENSE NUMBER: 003119

LAND SURVEYOR LICENSE EXPIRATION DATE: 06/30/20.

SURVEY NOTES

PARKING TABULATION

REQUIRED PROVIDED

60% ASSIGNED PERSONNEL 240 240

VISITOR 10 10

GOV 20 20

ADA: NON-VAN ACCESSIBLE 5 5

ADA: VAN ACCESSIBLE 2 2

TOTAL SPACES 270 270

PARKING REQUIRED, PER UFC 3-201-01 FOR ADMINISTRATIVE HEADQUARTERS, AND OFFICE

BUILDINGS: 60% OF ASSIGNED PERSONNEL

ASSIGNED PERSONNEL: 400 PEOPLE

LOD

EXISTING DESIGN

LEGEND (CONT.)

HB HOSE BIB

HGL HYDRAULIC GRADE LINE

HOR HAND-OFF-REMOTE

HORIZ HORIZONTAL

HP HIGH POINT

HW HEAD WALL

IN INCH

INV INVERT

J. JB JUNCTION BOX

JT JOINT

LB POUND

LB/CU FT POUNDS PER CUBIC FOOT

LF LINEAR FEET

LOD LIMITS OF DISTURBANCE

LP LIGHT POLE

LP LOW POINT

ABBREVIATIONS (CONT.)

W WEST

WIF WROUGHT IRON FENCE

WPF WOOD PRIVACY FENCE

WTR WATER

WV WATER VALVE

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

YD YARD DRAIN

YH YARD HYDRAND

YI YARD INLET

PROJECT LOCATION

ENTRY/EXIT

PEARL HARBOR GATE

HAUL ROUTE

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C-002

1553599

FIRE PROTECTION

BRANCH MANAGER

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SCALE:

CONSTR. CONTR.

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

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DRAWFORM REVISION: 31 JANUARY 2017

CDA

JTG

CHK

SATISFACTORY TO DATE

FOR COMMANDER NAVFAC

ACTIVITY

APPROVED

THC

AS NOTED

UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

U N

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S I F

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S I F

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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

N40080-15-D-0452 TO 004

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

P-

P R

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T I F I C

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A/E INFO

02/19/2021

BY MAJ BIRKHOLD VIA EMAIL

PM/DM JFH/EC

CHIEF ENG/ARCH

S I T

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SACSMS MLC

13108320

HAUL ROUTE PLAN

SCALE: 1" = 1000'

PLAN

NORTH

GENERAL CIVIL NOTES (CONT.)

1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY AT THE JOB SITE AND MUST COMPLY WITH OSHA REGULATIONS FOR ALL WORK ASSOCIATED WITH THIS

PROJECT.

2. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING SUBSURFACE STRUCTURES, UTILITIES AND PIPES PRIOR TO ANY EXCAVATION.

3. CONTRACTOR MUST PROTECT EXISTING UNDERGROUND UTILITIES, STRUCTURES, TREES AND OTHER ITEMS TO REMAIN IN PLACE. DAMAGE OCCURRING AS A

RESULT OF CONSTRUCTION MUST BE REPAIRED AT THE CONTRACTORS EXPENSE.

4. CONTRACTOR MUST EMPLOY A LAND SURVEYOR REGISTERED IN THE STATE OF MARYLAND TO PERFORM ALL STAKEOUT WORK.

5. EXPLOSIVES MUST NOT BE USED.

6. ALL WORK MUST CONFORM TO THE DRAWINGS AND SPECIFICATIONS. ANY WORK NOT COVERED BY THE SPECIFICATIONS MUST COMPLY WITH THE LATEST

VERSION OF THE MARYLAND STATE HIGHWAY ADMINISTRATION BOOK OF STANDARDS.

7. IF DISCREPANCIES OCCUR BETWEEN SPECIFICATIONS AND DRAWINGS, THE SPECIFICATIONS WILL APPLY.

8. CONTRACTOR MUST PROVIDE A MAINTENANCE OF TRAFFIC PLAN.

9. NEWLY INSTALLED SYSTEM INFRASTRUCTURE AND MODIFICATIONS OF OR CONNECTIONS TO EXISTING SYSTEM INFRASTRUCTURE IDENTIFIED IN THE

SPECIFICATIONS AND DRAWINGS MUST BE COORDINATED WITH THE UTILITY OWNER PRIOR TO THE CONTRACT START DATE. THE UTILITY OWNER MUST BE

INTEGRATED INTO THE DESIGN, INSPECTION OF CONSTRUCTION, TIE-IN TO EXISTING UTILITIES, AND CONVEYANCE OF ANY EXTERIOR UTILITIES. THE UTILITY

OWNER MUST REVIEW AND APPROVE DESIGN SUBMITTALS FOR ANY CONSTRUCTION THAT WILL REQUIRE AN UPGRADE, CONNECTION OR DISCONNECTION TO

THE SYSTEM. THE PREFERRED PROCESS FOR CONNECTING FACILITIES IS TO REQUEST THAT THE UTILITY OWNER INSTALL THE REQUIRED CONNECTING

FACILITIES, UP TO A POINT OF DEMARCATION AS A CONNECTION CHARGE. HOWEVER, IF A CONNECTION CHARGE CANNOT BE NEGOTIATED, WORK MAY BE

ACCOMPLISHED BY THE PRIME CONTRACTOR AND LATER CONNECTED TO THE UTILITY OWNER'S SYSTEM, PROVIDED THAT THE UTILITY OWNER'S CONNECTION

CRITERIA, AS SET FORTH IN THEIR UTILITY SERVICES CONTRACT WITH THE GOVERNMENT, ARE MET. ANY FEES ASSOCIATED WITH CONNECTING CONTRACTOR

CONSTRUCTED INFRASTRUCTURE TO THE UTILITY OWNER'S SYSTEM MUST BE NEGOTIATED WITH THE UTILITY OWNER. ALL WORK ON THE SYSTEM OR

FACILITIES EXPECTED TO CONNECT TO THE SYSTEM MUST COMPLY WITH THE UTILITY OWNER'S SPECIFICATIONS AND CONSTRUCTION STANDARDS. IN NO

EVENT WILL THE CONTRACTOR CAP, CONNECT TO, OR OTHERWISE TOUCH THE UTILITY OWNER'S INFRASTRUCTURE WITHOUT THE UTILITY OWNER'S EXPRESS

WRITTEN PERMISSION. ALL CONNECTIONS TO THE EXISTING WATER SYSTEM AND SEWER SYSTEM ARE REQUIRED TO BE COORDINATED WITH & PERFORMED BY

TERRAPIN UTILITY SERVICES, INC (TUSI). ALL WATER AND SEWER PIPING WORK OUTSIDE BUILDING AND WITHIN TUSI'S POINT OF DEMARCATION (POD) IS

REQUIRED TO MEET TUSI'S STANDARD SPECIFICATIONS AND DETAILS, BOTH ABOVE AND BELOW GRADE INSTALLATIONS. ALL WATER AND SEWER PIPING WORK

OUTSIDE BUILDING AND WITHIN TUSI'S POINT OF DEMARCATION (POD) REQUIRES FORMAL INSPECTION BY TUSI. ALL BIDDERS MUST CONTACT TUSI OFFICE WITH

QUESTIONS REGARDING COMMENTS ABOVE OR CLARIFICATIONS REGARDING TUSI STANDARD SPECIFICATIONS / DETAILS DURING THE BIDDING PROCESS.

10. PERFORM ALL APPLICABLE CONSTRUCTION WORK IN ACCORDANCE WITH ALL MARYLAND AND FEDERAL STANDARDS AND SPECIFICATIONS.

11. PROTECT ALL EXISTING UTILITIES WITHIN THE LIMITS OF WORK, WHETHER SHOWN ON THE PLANS OR NOT. IF RELOCATION OF EXISTING UTILITIES IS REQUIRED, CONTACT THE APPROPRIATE RESPONSIBLE UTILITY AUTHORITY BEFORE DISRUPTING UTILITY SERVICE. DAMAGE TO THE UTILITIES AS A RESULT OF THE

CONTRACTOR'S ACTIVITIES MUST BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

12. DO NOT STORE MATERIALS OR EQUIPMENT, OR OPERATE OR PARK EQUIPMENT WITHIN THE DRIPLINE OF EXISTING TREES THAT ARE TO REMAIN, EXCEPT AS

REQUIRED FOR CONSTRUCTION IN THOSE AREAS. PROTECT ALL EXISTING TREES TO REMAIN WITHIN THE LIMITS OF WORK.

13. RESTORE, TO THEIR ORIGINAL OR BETTER CONDITION AND AT HIS OWN EXPENSE, ALL EXISTING AND NEW SITE FEATURES DAMAGED AS A RESULT OF THE

CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO: PAVEMENT, CURBS, SIGNS, LANDSCAPING, STRUCTURES, WALLS, FENCES, AND UTILITIES.

14. MAINTAIN A MINIMUM OF ONE (1) SET OF APPROVED PLANS AT THE PROJECT SITE DURING CONSTRUCTION. VERIFY AND CHECK ALL DIMENSIONS AND DETAILS

SHOWN ON THE DRAWINGS PRIOR TO THE START OF CONSTRUCTION. BRING ANY DISCREPANCY TO THE ATTENTION OF THE CONTRACTING OFFICER

IMMEDIATELY FOR CLARIFICATION.

15. FURNISH AND PERFORM ALL WORK INCIDENTAL TO THE CONTRACT AND NECESSARY TO COMPLETE THE PROJECT, ALTHOUGH NOT SPECIFICALLY REFERRED

TO ON THE CONTRACT DOCUMENTS, AT NO ADDITIONAL COST TO THE GOVERNMENT.

16. KEEP THE PROJECT AREA AND SURROUNDING AREA FREE FROM RUBBISH, DUST, NOISE, EROSION, ETC. THE WORK MUST BE DONE IN CONFORMANCE WITH THE

AIR AND WATER POLLUTION CONTROL STANDARDS AND REGULATIONS OF THE DC DEPARTMENT OF HEALTH AT NO ADDITIONAL COST TO THE GOVERNMENT.

17. IN THE EVENT THAT HAZARDOUS MATERIALS ARE DISCOVERED THAT ARE NOT IDENTIFIED ON THE CONTRACT DOCUMENTS, IMMEDIATELY STOP WORK IN THIS

AREA AND IMMEDIATELY CONTACT THE CONTRACTING OFFICER FOR CLARIFICATION.

18. OBTAIN ALL FEDERAL, STATE, AND LOCAL PERMITS AND APPROVALS REQUIRED FOR CONSTRUCTION EXCEPT STORMWATER AND EROSION AND SEDIMENT

CONTROL FROM MDE.

19. IF ANY ACCIDENT OCCURS THAT RELEASES PETROCHEMICAL OR TOXIC SUBSTANCES, IMMEDIATELY NOTIFY THE CONTRACTING OFFICER AND THE

DEPARTMENT OF HEALTH (202-442-5955).

20. COORDINATE FINISHED CURB GRADES WITH ELEVATIONS AND LOCATIONS OF EXISTING CURBS AND PAVEMENTS.

21. FINISH CONTOURS SHOWN ARE TO TOP OF TOPSOIL, PAVEMENT, SIDEWALK, ETC.

22. PROVIDE POSITIVE DRAINAGE AT ALL AREAS.

23. PROVIDE UNIFORM (STRAIGHT) GRADE BETWEEN SPOT ELEVATIONS, FINISH CONTOURS, TOPS OF INLETS, ETC.

24. LENGTHS OF LINES INDICATED ON THE DRAWINGS FOR UTILITY SYSTEMS ARE APPROXIMATE ONLY. DETERMINE THE EXACT AMOUNT OF PIPING REQUIRED TO

FURNISH A COMPLETE WORKING SYSTEM IN ACCORDANCE WITH THE INTENT OF THE DRAWINGS.

25. TOPS OF INLETS SHOWN ARE APPROXIMATE ONLY. VERIFY THE EXACT ELEVATION REQUIRED TO ENSURE STRUCTURE HEIGHT COMPLIES WITH THE PURPOSE

OF THE STRUCTURE AND CONFORMS WITH ADJACENT FINISHED GRADES.

26. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATION

MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE EXTENTS OF WHICH ARE PRESENTLY NOT KNOWN. VERIFY LOCATION OF ALL

UTILITIES AT NO ADDITIONAL COST TO THE GOVERNMENT.

27. COORDINATE FINISHED PAVEMENT GRADES WITH ELEVATIONS AND LOCATIONS OF EXISTING ROADS AND STREETS.

28. PROVIDE EROSION AND SEDIMENT CONTROL MEASURES AND MAINTAIN IN ACCORDANCE WITH MDE STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND

SEDIMENT CONTROL. PROVIDE EROSION AND SEDIMENT CONTROL MEASURES AS THE FIRST STEP IN GRADING OPERATIONS. REMOVE TEMPORARY EROSION

CONTROL MEASURES AFTER COMPLETION OF THE PROJECT. THE EROSION CONTROL MEASURES INDICATED ARE THE MINIMUM, OTHER MEASURES MAY BE

REQUIRED BY THE EROSION CONTROL INSPECTOR. PROVIDE MEASURES REQUIRED TO COMPLY WITH APPLICABLE REGULATIONS. REMOVE EROSION CONTROL

MEASURES WHEN THE SITE IS STABILIZED.

29. DO NOT COMMENCE WORK (GRADING, EXCAVATING, AND CONSTRUCTION) ON THE PROJECT UNTIL THE APPROPRIATE EROSION AND SEDIMENT CONTROL

MEASURES ARE IN PLACE AS SPECIFIED ON THE PLAN.

30. DIMENSIONS AND COORDINATES SHOWN AT CURB ARE TO FACE OF CURB. COORDINATES SHOWN AT CURB INLETS ARE AT THE FACE OF CURB AND CENTER OF

BARREL. SPOT ELEVATIONS SHOWN AT CURB INLETS ARE AT THE TOP OF THE INLET. SPOT ELEVATIONS SHOWN ON DROP INLETS ARE AT THE TOP OF THE

INLETS.

31. FINISH CONTOURS SHOWN ARE TO TOP OF TOPSOIL, TOP OF PAVEMENT, TOP OF SIDEWALK, ETC.

32. WHERE SUBGRADES FOR BUILDING PADS, CONCRETE PADS, CONCRETE PAVEMENT, AND ASPHALT PAVEMENT CONSIST OF EXISTING FILL OR OTHER

UNSATISFACTORY MATERIALS, UNDERCUT THE EXISTING FILL TO A DEPTH OF AT LEAST 2 FEET AND BACKFILL WITH NEW COMPATED FILL. AFTER

UNDERCUTTING THE EXISTING FILL AND PRIOR TO PLACEMENT OF ANY NEW COMPACTED FILL, THE UNDERCUT SUBGRADE MUST BE OBSERVED DURING

PROOFROLLING BY THE CONTRACTING OFFICER OR THEIR REPRESENTATIVE TO CONFIRM THAT THE NEW SUBGRADE IS SUITABLE TO RECEIVE NEW

COMPACTED FILL. SEE SHEETS B-300 THROUGH B-315 FOR BORING LOGS AND LABORATORY TEST RESULTS.

GENERAL CIVIL NOTES

IIIIIIIII

IIIIII

III

I I I I I I I I I

IIIIII

III

I I I

I I I I I I

III

IIIIII

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DRAWFORM REVISION: 31 JANUARY 2017

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AS NOTED

UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

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A/E INFO

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PM/DM JFH/EC

CHIEF ENG/ARCH

E X

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SACSMS MLC

13108321

OVERALL EXISTING CONDITIONS

SCALE: 1" = 100'

PLAN

NORTH

0 100' 200'

SCALE: 1" = 100'

SEE SHEET C-103 SEE SHEET C-102

SEE SHEET C-101

LIMITS OF GROUND SURVEY. ALL

INFORMATION OUTSIDE LIMITS IS FROM

GIS DATA AND HAS NOT BEEN

SURVEYED.

EXISTING CONDITIONS - AREA 1

SCALE: 1" = 40'

C-101

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DRAWFORM REVISION: 31 JANUARY 2017

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SATISFACTORY TO DATE

FOR COMMANDER NAVFAC

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AS NOTED

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02/19/2021

BY MAJ BIRKHOLD VIA EMAIL

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CHIEF ENG/ARCH

E X

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D I T

I O

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SACSMS MLC

13108322

PLAN

NORTH

0 40' 80'20'

SCALE: 1" = 40'

MATCH LINE SHEET C-102

1. SEE SHEETS C-001 AND C-002 FOR SITE NOTES,

LEGENDS, AND ABBREVIATIONS

2. SEE SHEET C-104 FOR STORM, SANITARY,

COMM, AND ELECTRICAL STRUCTURE

SCHEDULE AND CONTROL POINTS

3. SEE SHEETS B-300 TO B-314 FOR BORING LOGS.

GENERAL NOTES

LIMITS OF GROUND SURVEY. ALL

INFORMATION OUTSIDE LIMITS IS

FROM GIS DATA AND HAS NOT

BEEN SURVEYED.

I I

I I I

C-102

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DRAWFORM REVISION: 31 JANUARY 2017

CDA

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SATISFACTORY TO DATE

FOR COMMANDER NAVFAC

ACTIVITY

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AS NOTED

UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

U N

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A/E INFO

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BY MAJ BIRKHOLD VIA EMAIL

PM/DM JFH/EC

CHIEF ENG/ARCH

E X

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T I N

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D I T

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SACSMS MLC

13108323 0 40' 80'20'

SCALE: 1" = 40'

PLAN

NORTH

M A

T C

I N

H E

MATCH LINE SHEET C-101

1. SEE SHEETS C-001 AND C-002 FOR SITE NOTES,

LEGENDS, AND ABBREVIATIONS.

2. SEE SHEET C-104 FOR STORM, SANITARY,

COMM, AND ELECTRICAL STRUCTURE

SCHEDULE AND CONTROL POINTS.

3. SEE SHEETS B-300 TO B-314 FOR BORING LOGS.

EXISTING CONDITIONS - AREA 2

SCALE: 1" = 40'

GENERAL NOTES

LIMITS OF GROUND SURVEY. ALL

INFORMATION OUTSIDE LIMITS IS FROM

IIIIIII

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DRAWFORM REVISION: 31 JANUARY 2017

CDA

JTG

CHK

SATISFACTORY TO DATE

FOR COMMANDER NAVFAC

ACTIVITY

APPROVED

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AS NOTED

UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

U N

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S I F

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A/E INFO

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BY MAJ BIRKHOLD VIA EMAIL

PM/DM JFH/EC

CHIEF ENG/ARCH

E X

I S

T I N

O N

D I T

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SACSMS MLC

13108324 0 40' 80'20'

SCALE: 1" = 40'

EXISTING CONDITIONS - AREA 3

SCALE: 1" = 40'

PLAN

NORTH

M A

T C

I N

H E

1. SEE SHEETS C-001 AND C-002 FOR SITE NOTES,

LEGENDS, AND ABBREVIATIONS

2. SEE SHEET C-104 FOR STORM, SANITARY,

COMM, AND ELECTRICAL STRUCTURE

SCHEDULE AND CONTROL POINTS

GENERAL NOTES

LIMITS OF GROUND SURVEY. ALL

INFORMATION OUTSIDE LIMITS IS FROM

STORM STRUCTURE

SCHEDULE

STRUCTURE ID

Structure - (102)

Structure - (101)

Structure - (100)

STMH-838

STMH-871

STMH-915 (NOT OPENED)

STDI-845

STMH-872 (NOT OPENED)

Structure - (97)

STDI-5773

Structure - (98)

STDI-1003

STDI-923

STDI-974

STDI-683

STDI-1008

STDI-989

STDI-3541

STDI-944

STDI-960 (NOT OPENED)

STCI-6375

Structure - (99)

STDI-7749

STCI-6310

STCI-6851

STDI-5624

STCI-218

STCI-4499

RIM ELEVATION

266.45

265.75

265.61

265.44

265.31

265.20

265.11

265.06

264.96

264.86

264.65

264.62

264.60

264.58

264.55

264.54

264.53

264.47

264.42

264.39

264.23

263.68

263.42

263.36

263.07

262.98

INVERTS IN/OUT

24" RCP IN 253.15

30" RCP OUT 255.15

24" RCP IN 256.15

12" RCP IN 257.25

24" RCP OUT 253.55

24" RCP IN 258.11

24" RCP OUT 258.11

12" RCP IN 257.51

24" RCP IN 257.31

24" RCP OUT 257.26

24" RCP OUT 258.22

15" RCP IN 259.45

15" RCP OUT 259.45

24" RCP IN 257.37

15" RCP IN 260.62

24" RCP OUT 257.31

24" RCP OUT 261.16

12" RCP IN 250.51

72" RCP IN 250.51

72" RCP OUT 250.51

24" RCP IN 260.65

24" RCP OUT 260.65

15" RCP IN 261.03

15" RCP OUT 261.03

24" RCP IN 258.22

24" RCP OUT 258.22

15" RCP OUT 260.74

15" RCP OUT 261.91

12" RCP OUT 260.74

15" RCP OUT 263.01

24" RCP IN 257.74

24" RCP OUT 257.74

24" RCP IN 257.37

24" RCP OUT 257.37

60" RCP IN 251.06

72" RCP OUT 251.06

24" RCP IN 259.64

24" RCP OUT 259.54

2 - 6" DIP OUT 260.52

15" RCP OUT 260.10

15" RCP IN 256.67

15" RCP OUT 256.57

10" DIP IN 258.78

12" RCP OUT 258.78

STORM STRUCTURE

SCHEDULE

STRUCTURE ID

STCI-4500

STDI-191

STCIMH-6691

STDI-5706

STDI-1709

STDI-1313

STMH-4787

STDI-1503

STDI-809

STCI-7466

STDI-2682

STDI-3704

STDI-2388

STDI-1651

STDI-536871159

STDI-1571

STDI-403

STDI-1134

STDI-2615

STCI-6811

STDI-7204

STDI-1311

STDI-2358

STCI-3994

STDI-2393

STDI-3703

STDI-7236

STCI-4132

RIM ELEVATION

262.87

262.79

262.62

262.36

262.33

262.31

262.25

262.03

261.99

261.97

261.77

261.66

261.62

261.60

261.58

261.56

261.55

261.37

261.27

261.12

261.05

260.86

260.78

260.68

260.53

260.39

INVERTS IN/OUT

2 - 6" DIP IN 260.52

10" DIP OUT 259.27

10" DIP OUT 260.14

24" RCP IN 260.24

24" RCP OUT 260.24

15" RCP IN 259.83

15" RCP OUT 259.83

15" RCP IN 259.06

15" RCP IN 260.12

15" RCP OUT 259.89

24" RCP IN 255.23

15" RCP IN 255.23

24" RCP OUT 255.23

12" RCP IN 256.40

24" RCP IN 255.11

24" RCP OUT 254.98

15" RCP IN 259.33

15" RCP OUT 258.65

15" RCP IN 259.23

15" RCP OUT 259.23

12" RCP OUT 256.77

15" RCP IN 259.06

15" RCP OUT 258.76

15" RCP IN 258.45

18" CMP OUT 257.19

6" PVC IN 259.08

15" RCP OUT 257.08

15" RCP IN 258.61

15" RCP OUT 258.61

12" RCP OUT 259.05

18" X12" ELLIPTICAL CMP

OUT 259.12

38" x 24" ELLIPTICAL RCP

IN 255.85

48" RCP OUT 255.85

15" RCP IN 255.47

15" RCP OUT 255.47

15" RCP IN 256.90

15" RCP OUT 257.80

12" CMP IN 254.56

15" RCP IN 254.56

72" RCP IN 249.81

72" RCP OUT 249.81

12" CMP OUT 256.60

38" x 24" ELLIPTICAL RCP

IN 256.80

38" x 24" ELLIPTICAL RCP

OUT 256.79

10" DIP IN 256.64

15" RCP OUT 256.46

STORM STRUCTURE

SCHEDULE

STRUCTURE ID

STDI-3777

STDI-3224

STMH-7052

STMH-7120

STCI - (62)

STMH- (74)

RIM ELEVATION

260.31

259.22

259.20

255.16

240.35

INVERTS IN/OUT

10" DIP OUT 256.76

18" CMP IN 256.72

18" CMP OUT 256.72

48" RCP IN 253.80

48" RCP OUT 253.80

48" RCP IN 252.70

30" RCP IN 252.70

60" RCP OUT 252.70

24" RCP IN -5.74

24" RCP OUT 237.10

NOT OPENED

CONTROL POINTS

POINT #

ELEVATION

263.93

264.09

263.86

263.47

261.67

258.36

260.65

261.89

261.35

264.39

264.62

263.30

254.01

255.26

253.68

254.46

252.99

264.26

260.92

262.08

263.81

263.91

265.74

266.46

265.91

264.24

265.53

264.84

NORTHING

416605.27

416790.83

416935.69

416987.70

416974.44

417036.45

416882.84

416842.36

416819.26

417204.94

417190.23

417199.70

416741.78

416705.80

416619.42

416949.91

416856.44

417395.95

417725.37

417931.35

418079.28

418063.11

417992.78

417873.28

417760.26

417610.94

417500.75

417560.48

EASTING

1343402.75

1343304.05

1343682.03

1343767.35

1343838.00

1343944.90

1343879.11

1343801.77

1343746.67

1344038.10

1344134.16

1344262.60

1343981.02

1343926.63

1343801.64

1344143.95

1344147.93

1344255.27

1344262.04

1344122.93

1343997.85

1343956.89

1343813.65

1343903.00

1343934.12

1344007.06

1344101.18

1344229.85

DESCRIPTION

CPNS

COMM. AND ELECTRICAL STRUCTURE SCHEDULE

POINT #

RIM ELEVATION

263.32

264.95

264.12

264.20

263.49

264.65

265.31

265.40

265.80

263.85

264.83

264.01

263.59

262.67

262.64

261.03

263.85

257.89

258.11

253.09

264.73

266.83

266.50

262.41

262.78

266.64

265.79

265.20

264.89

264.76

265.11

DESCRIPTION

EMH

TMH

EMH

TMH

EMH

TMH

EMH

TMH

EMH

TMH

EMH

TMH

EMH

TMH

SANITARY STRUCTURE SCHEDULE

STRUCTURE ID

SANMH-4275

Structure - (71)

SANMH-2499

SANMH-2384

SANMH-4276

SANMH-3243

SANMH-4963

SANMH-5063

RIM ELEVATION

264.77

264.53

263.76

263.40

261.44

260.36

257.72

254.04

INVERTS IN/OUT

10" DIP IN 252.87

12" DIP OUT 252.82

10" DIP IN 250.70

12" DIP OUT 250.63

10" DIP OUT 251.84

12" DIP IN 252.39

12" DIP OUT 252.36

12" DIP IN 252.27

12" DIP OUT 252.16

6" DIP OUT 253.12

12" DIP IN 249.52

6" DIP IN 250.06

C-104

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DRAWFORM REVISION: 31 JANUARY 2017

CDA

JTG

CHK

SATISFACTORY TO DATE

FOR COMMANDER NAVFAC

ACTIVITY

APPROVED

THC

AS NOTED

UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

U N

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A T I O

E R

E B

E R

T I

A T

T H

E S

O C

U M

E N

R E

P A

R E

R O

V E

E N

S E

R O

F E

S S

I O

N A

N G

I N

E E

N D

L A

A R

Y L

A N

L I C

E N

X P

I R

A T

I O

A T

I S

S U

S T

R U

C T

I O

A/E INFO

02/19/2021

BY MAJ BIRKHOLD VIA EMAIL

PM/DM JFH/EC

CHIEF ENG/ARCH

E X

I S

T I N

T R

U C

T U

E D

U L

E S

SACSMS MLC

13108325

III

III II

L O

LOD

L O

LOD

L O

LOD

DLOD

L O

D L

O D

LOD

LOD LOD

L O

C-110

1553599

FIRE PROTECTION

BRANCH MANAGER

N A

V A

A C

I L

I T

I E

N G

I N

E E

R I N

O M

M A

W A

S H

I N

G T

O N

C A

I N

G S

J O

I N

A S

N D

R E

W S

C A

I N

G S

R E

V D

A T

F I

1 2 3 4 5

SCALE:

CONSTR. CONTR.

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

N A

V A

A C

I L I T

I E

N G

I N

E E

R I N

C O

M M

A N

D E

P A

R T

M E

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

DRAWFORM REVISION: 31 JANUARY 2017

CDA

JTG

CHK

SATISFACTORY TO DATE

FOR COMMANDER NAVFAC

ACTIVITY

APPROVED

THC

AS NOTED

UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

U N

C L

A S

S I F

I E

I C

I A

U N

C L

A S

S I F

I E

I C

I A

UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

N40080-15-D-0452 TO 004

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

P-

KEY PLAN:

P R

O F E

S S

I O

N A

E R

T I F I C

A T I O

E R

E B

E R

T I

A T

T H

E S

O C

U M

E N

R E

P A

R E

R O

V E

E N

S E

R O

F E

S S

I O

N A

N G

I N

E E

N D

L A

A R

Y L

A N

L I C

E N

X P

I R

A T

I O

A T

I S

S U

S T

R U

C T

I O

A/E INFO

02/19/2021

BY MAJ BIRKHOLD VIA EMAIL

PM/DM JFH/EC

CHIEF ENG/ARCH

D E

M O

L I T

I O

L A

V E

R A

L L

SACSMS MLC

13108326

DEMOLITION PLAN - OVERALL

SCALE: 1" = 100'

PLAN

NORTH

0 100' 200'

SCALE: 1" = 100'

SEE SHEET C-116, C-118

SEE SHEET C-112, C-114, C-115, C-117

SEE SHEET C-111, C-113

1. CONTRACTOR MUST COORDINATE WATER AND SANITARY

DEMOLITION WITH TERRAPIN UTILITY SERVICES, INC (TUS).

BILL POWELL

WILLIAM.POWELL@ASUSINC.COM

(301)-735-4101

2. CONTRACTOR MUST COORDINATE DEMOLITION OF GAS LINE

WITH WASHINGTON GAS.

JACK HIGGINS

EHIGGINS@WASHGAS.COM

(703)-750-7908

DEMOLITION GENERAL NOTES

1. INSTALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR

TO BEGINNING DEMOLITION. REFER TO SHEETS C-700 - 763.

2. ALL MATERIALS REMOVED FROM SITE ARE TO BE DISPOSED

OF IN AN APPROVED MANNER.

PHASE 1

1. REMOVE ALL BUILDINGS AND SITE FEATURES AS SHOWN ON

C-111 AND C-112.

2. REMOVE ALL UTILITIES AS SHOWN ON C-113 AND C-114.

PROTECT ALL UTILITIES TO REMAIN.

PHASE 2 (BID OPTION)

1. REMOVE ALL BUILDINGS AND SITE FEATURES AS SHOWN ON

C-115 AND C-116.

2. REMOVE ALL UTILITIES AS SHOWN ON C-117 AND C-118.

PROTECT ALL UTILITIES TO REMAIN.

DEMOLITION GENERAL SEQUENCE

L O

D L

L O

LOD

L O

LOD

L O

LOD

L O

LOD

L O

S S

C-111

1553599

FIRE PROTECTION

BRANCH MANAGER

N A

V A

A C

I L

I T

I E

N G

I N

E E

R I N

O M

M A

W A

S H

I N

G T

O N

C A

I N

G S

J O

I N

A S

N D

R E

W S

C A

I N

G S

R E

V D

A T

F I

1 2 3 4 5

SCALE:

CONSTR. CONTR.

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

N A

V A

A C

I L I T

I E

N G

I N

E E

R I N

C O

M M

A N

D E

P A

R T

M E

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

DRAWFORM REVISION: 31 JANUARY 2017

CDA

JTG

CHK

SATISFACTORY TO DATE

FOR COMMANDER NAVFAC

ACTIVITY

APPROVED

THC

AS NOTED

UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

U N

C L

A S

S I F

I E

I C

I A

U N

C L

A S

S I F

I E

I C

I A

UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

N40080-15-D-0452 TO 004

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

P-

KEY PLAN:

P R

O F E

S S

I O

N A

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T I F I C

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E B

E R

T I

A T

T H

E S

O C

U M

E N

R E

P A

R E

R O

V E

E N

S E

R O

F E

S S

I O

N A

N G

I N

E E

N D

L A

A R

Y L

A N

L I C

E N

X P

I R

A T

I O

A T

I S

S U

S T

R U

C T

I O

A/E INFO

02/19/2021

BY MAJ BIRKHOLD VIA EMAIL

PM/DM JFH/EC

CHIEF ENG/ARCH

S I T

I L

D I N

E M

O L

I T

I O

L A

R E

H A

SACSMS MLC

13108327

SITE AND BUILDING DEMOLITION PLAN - AREA 1 - PHASE 1

SCALE: 1" = 40'

PLAN

NORTH

0 40' 80'20'

SCALE: 1" = 40'

MATCH LINE SHEET C-112

1. REMOVE ASPHALT.

2. REMOVE BUILDING.

3. REMOVE CURB.

4. SAWCUT PAVEMENT.

5. OWNER WILL REMOVE TEMPORARY

CONSTRUCTION TRAILERS, STORAGE SHEDS,

AND MODULAR BUILDINGS LOCATED ON

ASPHALT PRIOR TO PHASE 1 DEMOLITION.

6. TEMPORARY CONSTRUCTION FENCE TO BE

REMOVED BY OWNER PRIOR TO PHASE 1

DEMOLITION.

7. REMOVE GRAVEL TO SUB GRADE.

8. BUILDING TO BE REMOVED TO CONCRETE

FLOOR UNDER SEPARATE CONTRACT PRIOR TO

PHASE 1 DEMOLITION.

9. REMOVE EXISTING STRIPING IN PARKING AREA.

GENERAL DEMOLITION

VEGETATION DEMOLITION

BUILDING DEMOLITION

HARDSCAPE DEMOLITION

1. SEE SHEETS C-001 AND C-002 FOR SITE NOTES,

LEGENDS, AND ABBREVIATIONS

2. SEE EROSION AND SEDIMENT CONTROL PLAN

FOR TREE PROTECTION PLAN.

BUILDING DEMOLITION UNDER

SEPARATE CONTRACT

GENERAL NOTES

DEMOLITION NOTES

LEGEND

CONSTRUCTION FENCE

C-501

SSF SUPER SILT FENCE

TERMINAL POINT BETWEEN SSF

AND CONSTRUCTION FENCE

I I I

LOD

L O

A -1

TAB

C-112

1553599

FIRE PROTECTION

BRANCH MANAGER

N A

V A

A C

I L

I T

I E

N G

I N

E E

R I N

O M

M A

W A

S H

I N

G T

O N

C A

I N

G S

J O

I N

A S

N D

R E

W S

C A

I N

G S

R E

V D

A T

F I

1 2 3 4 5

SCALE:

CONSTR. CONTR.

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

N A

V A

A C

I L I T

I E

N G

I N

E E

R I N

C O

M M

A N

D E

P A

R T

M E

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

DRAWFORM REVISION: 31 JANUARY 2017

CDA

JTG

CHK

SATISFACTORY TO DATE

FOR COMMANDER NAVFAC

ACTIVITY

APPROVED

THC

AS NOTED

UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

U N

C L

A S

S I F

I E

I C

I A

U N

C L

A S

S I F

I E

I C

I A

UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

N40080-15-D-0452 TO 004

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

P-

KEY PLAN:

P R

O F E

S S

I O

N A

E R

T I F I C

A T I O

E R

E B

E R

T I

A T

T H

E S

O C

U M

E N

R E

P A

R E

R O

V E

E N

S E

R O

F E

S S

I O

N A

N G

I N

E E

N D

L A

A R

Y L

A N

L I C

E N

X P

I R

A T

I O

A T

I S

S U

S T

R U

C T

I O

A/E INFO

02/19/2021

BY MAJ BIRKHOLD VIA EMAIL

PM/DM JFH/EC

CHIEF ENG/ARCH

S I T

I L

D I N

E M

O L

I T

I O

L A

R E

H A

13108328 0 40' 80'20'

SCALE: 1" = 40'

SITE AND BUILDING DEMOLITION PLAN

- AREA 2 - PHASE 1

SCALE: 1" = 40'

PLAN

NORTH

MATCH LINE SHEET C-111

1. REMOVE ASPHALT.

2. SAWCUT PAVEMENT.

3. TEMPORARY CONSTRUCTION FENCE TO BE REMOVED

BY OWNER PRIOR TO PHASE 1 DEMOLITION.

4. OWNER WILL REMOVE TEMPORARY CONSTRUCTION

TRAILERS, STORAGE SHEDS, AND MODULAR

BUILDINGS LOCATED ON ASPHALT PRIOR TO PHASE 1

DEMOLITION.

5. BUILDING TO BE REMOVED TO CONCRETE FLOOR

UNDER SEPARATE CONTRACT PRIOR TO PHASE 1

DEMOLITION.

6. REMOVE SIDEWALK TO NEAREST EXPANSION JOINT.

7. REMOVE ASPHALT FOR UTILITY TRENCH. REPLACE

WITH ASPHALT PATCH AFTER UTILITIES ARE

INSTALLED. EXTENT OF LOD INCLUDES SPACE FOR

EQUIPMENT AND PERSONNEL ACCESS.

8. REMOVE CURB.

9. REMOVE SIDEWALK TO NEAREST EXPANSION JOINT

FOR UTILITY TRENCH. REPLACE AFTER UTILITIES ARE

INSTALLED.

10. REMOVE ANTI-RAM CABLE FENCING AT LOCATION OF

UTILITY INSTALLATION. BRING BASE PROVIDED

JERSEY BARRIERS FROM BASE LOCATION TO SITE.

USE JERSEY BARRIERS IN PLACE OF ALL REMOVED

CABLE FENCING. COORDINATE WITH BASE ON FINAL

LOCATION.

11. REMOVE EXISTING STRIPING IN PARKING AREA.

GENERAL DEMOLITION

VEGETATION DEMOLITION

HARDSCAPE DEMOLITION

1. SEE SHEETS C-001 AND C-002 FOR SITE NOTES,

LEGENDS, AND ABBREVIATIONS

2. SEE EROSION AND SEDIMENT CONTROL PLAN

FOR TREE PROTECTION PLAN.

3. CONSTRUCTION FENCE AND SUPER SILT FENCE

TO ACT AS CONSTRUCTION PERIMETER FENCE.

BUILDING DEMOLITION UNDER

SEPARATE CONTRACT

GENERAL NOTES

DEMOLITION NOTES

LEGEND

CONSTRUCTION FENCE

SSF SUPER SILT FENCE

C-501

C-504

L O

D L

L O

LOD

L O

LOD

L O

LOD

L O

LOD

L O

S S

REMOVE ELECTRICAL TRANSFORMER

AND SWITCH. PAD AND ASSOCIATED

CONDUITS TO REMAIN. NO LAND

DISTURBANCE TO OCCUR.

REMOVE ALL

UTILITIES WITHIN 10'

OF P-3003 FOOTPRINT.

C-113

1553599

FIRE PROTECTION

BRANCH MANAGER

N A

V A

A C

I L

I T

I E

N G

I N

E E

R I N

O M

M A

W A

S H

I N

G T

O N

C A

I N

G S

J O

I N

A S

N D

R E

W S

C A

I N

G S

R E

V D

A T

F I

1 2 3 4 5

SCALE:

CONSTR. CONTR.

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

N A

V A

A C

I L I T

I E

N G

I N

E E

R I N

C O

M M

A N

D E

P A

R T

M E

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

DRAWFORM REVISION: 31 JANUARY 2017

CDA

JTG

CHK

SATISFACTORY TO DATE

FOR COMMANDER NAVFAC

ACTIVITY

APPROVED

THC

AS NOTED

UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

U N

C L

A S

S I F

I E

I C

I A

U N

C L

A S

S I F

I E

I C

I A

UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

N40080-15-D-0452 TO 004

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

P-

KEY PLAN:

P R

O F E

S S

I O

N A

E R

T I F I C

A T I O

E R

E B

E R

T I

A T

T H

E S

O C

U M

E N

R E

P A

R E

R O

V E

E N

S E

R O

F E

S S

I O

N A

N G

I N

E E

N D

L A

A R

Y L

A N

L I C

E N

X P

I R

A T

I O

A T

I S

S U

S T

R U

C T

I O

A/E INFO

02/19/2021

BY MAJ BIRKHOLD VIA EMAIL

PM/DM JFH/EC

CHIEF ENG/ARCH

U T

I L

I T

E M

O L

I T

I O

L A

R E

H A

13108329

UTILITY DEMOLITION PLAN - AREA 1 - PHASE 1

SCALE: 1" = 40'

PLAN

NORTH

0 40' 80'20'

SCALE: 1" = 40'

MATCH LINE SHEET C-114

1. PLUG AND FILL ABANDONED UTILITY WITH

FLOWABLE FILL.

2. REMOVE STORM PIPE.

3. REMOVE STORM STRUCTURE.

4. REMOVE SANITARY PIPE.

5. REMOVE SANITARY STRUCTURE.

6. REMOVE WATER PIPE.

7. REMOVE WATER STRUCTURE.

8. REMOVE UNDERGROUND ELECTRIC LINE.

9. REMOVE OVERHEAD ELECTRIC LINE.

10. REMOVE ELECTRIC STRUCTURE.

11. REMOVE UNDERGROUND COMM LINE.

12. REMOVE COMM STRUCTURE.

13. REMOVE NATURAL GAS LINE.

REMOVE UTILITY

1. SEE SHEETS C-001 AND C-002 FOR SITE NOTES,

LEGENDS, AND ABBREVIATIONS

2. CONTRACTOR MUST PROTECT ALL UTILITIES TO

REMAIN FROM EXCAVATION AND TRAFFIC OF

CONSTRUCTION VEHICLES.

GENERAL NOTES

DEMOLITION NOTES

LEGEND

CONSTRUCTION FENCE

ABANDON UTILITY

REMOVE UTILITY STRUCTURE

SSF SUPER SILT FENCE

C-501

TERMINAL POINT BETWEEN SSF

AND CONSTRUCTION FENCE

C-501

I I I

LOD

L O

C-114

1553599

FIRE PROTECTION

BRANCH MANAGER

N A

V A

A C

I L

I T

I E

N G

I N

E E

R I N

O M

M A

W A

S H

I N

G T

O N

C A

I N

G S

J O

I N

A S

N D

R E

W S

C A

I N

G S

R E

V D

A T

F I

1 2 3 4 5

SCALE:

CONSTR. CONTR.

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

N A

V A

A C

I L I T

I E

N G

I N

E E

R I N

C O

M M

A N

D E

P A

R T

M E

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

DRAWFORM REVISION: 31 JANUARY 2017

CDA

JTG

CHK

SATISFACTORY TO DATE

FOR COMMANDER NAVFAC

ACTIVITY

APPROVED

THC

AS NOTED

UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

U N

C L

A S

S I F

I E

I C

I A

U N

C L

A S

S I F

I E

I C

I A

UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

N40080-15-D-0452 TO 004

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

P-

KEY PLAN:

P R

O F E

S S

I O

N A

E R

T I F I C

A T I O

E R

E B

E R

T I

A T

T H

E S

O C

U M

E N

R E

P A

R E

R O

V E

E N

S E

R O

F E

S S

I O

N A

N G

I N

E E

N D

L A

A R

Y L

A N

L I C

E N

X P

I R

A T

I O

A T

I S

S U

S T

R U

C T

I O

A/E INFO

02/19/2021

BY MAJ BIRKHOLD VIA EMAIL

PM/DM JFH/EC

CHIEF ENG/ARCH

U T

I L

I T

E M

O L

I T

I O

L A

R E

H A

13108330 0 40' 80'20'

SCALE: 1" = 40'

UTILITY DEMOLITION PLAN -

AREA 2 - PHASE 1

SCALE: 1" = 40'

PLAN

NORTH

MATCH LINE SHEET C-113

1. SEE SHEETS C-001 AND C-002 FOR SITE NOTES,

LEGENDS, AND ABBREVIATIONS

2. CONTRACTOR MUST PROTECT ALL UTILITIES TO

REMAIN FROM EXCAVATION AND TRAFFIC OF

CONSTRUCTION VEHICLES.

3. CONSTRUCTION FENCE AND SUPER SILT FENCE

TO ACT AS CONSTRUCTION PERIMETER FENCE.

GENERAL NOTES

LEGEND

REMOVE UTILITY

CONSTRUCTION FENCE

SUPER SILT FENCESSF

REMOVE UTILITY STRUCTURE

C-501

1. REMOVE WATER PIPE.

2. REMOVE WATER STRUCTURE.

3. REMOVE OVERHEAD ELECTRIC LINE.

4. REMOVE ELECTRIC STRUCTURE.

5. REMOVE UNDERGROUND COMM LINE.

6. REMOVE NATURAL GAS LINE.

DEMOLITION NOTES

U G

E /C

U G

I I I

LOD

L O

SSF

C-115

1553599

FIRE PROTECTION

BRANCH MANAGER

N A

V A

A C

I L

I T

I E

N G

I N

E E

R I N

O M

M A

W A

S H

I N

G T

O N

C A

I N

G S

J O

I N

A S

N D

R E

W S

C A

I N

G S

R E

V D

A T

F I

1 2 3 4 5

SCALE:

CONSTR. CONTR.

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

N A

V A

A C

I L I T

I E

N G

I N

E E

R I N

C O

M M

A N

D E

P A

R T

M E

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

DRAWFORM REVISION: 31 JANUARY 2017

CDA

JTG

CHK

SATISFACTORY TO DATE

FOR COMMANDER NAVFAC

ACTIVITY

APPROVED

THC

AS NOTED

UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

U N

C L

A S

S I F

I E

I C

I A

U N

C L

A S

S I F

I E

I C

I A

UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

N40080-15-D-0452 TO 004

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

P-

KEY PLAN:

P R

O F E

S S

I O

N A

E R

T I F I C

A T I O

E R

E B

E R

T I

A T

T H

E S

O C

U M

E N

R E

P A

R E

R O

V E

E N

S E

R O

F E

S S

I O

N A

N G

I N

E E

N D

L A

A R

Y L

A N

L I C

E N

X P

I R

A T

I O

A T

I S

S U

S T

R U

C T

I O

A/E INFO

02/19/2021

BY MAJ BIRKHOLD VIA EMAIL

PM/DM JFH/EC

CHIEF ENG/ARCH

S I T

I L

D I N

E M

O L

I T

I O

L A

R E

H A

13108331 0 40' 80'20'

SCALE: 1" = 40'

SITE AND BUILDING DEMOLITION PLAN

- AREA 2 - PHASE 2

SCALE: 1" = 40'

PLAN

NORTH

M A

T C

I N

H E

1. REMOVE ASPHALT.

2. REMOVE BUILDING.

3. REMOVE CURB.

4. SAWCUT PAVEMENT.

5. REMOVE SIDEWALK TO NEAREST EXPANSION JOINT.

6. REMOVE FENCE ANTI-RAM CABLE FENCING.

GENERAL DEMOLITION

BUILDING DEMOLITION

HARDSCAPE DEMOLITION

1. SEE SHEETS C-001 AND C-002 FOR SITE NOTES,

LEGENDS, AND ABBREVIATIONS

2. SEE EROSION AND SEDIMENT CONTROL PLAN

FOR TREE PROTECTION PLAN.

3. CONSTRUCTION FENCE AND SUPER SILT FENCE

TO ACT AS CONSTRUCTION PERIMETER FENCE.

4. BID OPTION INCLUDES ALL DEMOLITION WORK

SHOWN ON THIS SHEET.

GENERAL NOTES

DEMOLITION NOTES

LEGEND

CONSTRUCTION FENCE

SSF SUPER SILT FENCE

C-501

I I I I I I

IIIIII

III

I I I I I I

III

LOD

L O

LOD

L O

LOD

L O

D L

O D

L O

LOD

LOD LOD LOD

S S

F S

S F

SSF

S S

SSF

C-116

1553599

FIRE PROTECTION

BRANCH MANAGER

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EPROJECT NO.

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DES DRW

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DRAWFORM REVISION: 31 JANUARY 2017

CDA

JTG

CHK

SATISFACTORY TO DATE

FOR COMMANDER NAVFAC

ACTIVITY

APPROVED

THC

AS NOTED

UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

U N

C L

A S

S I F

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S I F

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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

N40080-15-D-0452 TO 004

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

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KEY PLAN:

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A/E INFO

02/19/2021

BY MAJ BIRKHOLD VIA EMAIL

PM/DM JFH/EC

CHIEF ENG/ARCH

S I T

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13108332 0 40' 80'20'

SCALE: 1" = 40'

SITE AND BUILDING DEMOLITION PLAN - AREA 3 - PHASE 2

SCALE: 1" = 40'

PLAN

NORTH

M A

T C

I N

H E

1. REMOVE SIDEWALK TO NEAREST EXPANSION JOINT.

2. REMOVE BUILDING.

3. REMOVE CURB.

4. APPROXIMATE LOCATION OF 2-25,000 GALLON

UNDERGROUND FUEL STORAGE TANKS WITH

DEADMEN ANCHORING. TANKS CONTAIN

APPROXIMATELY 2,000 GALLONS OF FUEL EACH.

TANK REMOVAL TO BE COMPLETED BY AN

MDE-CERTIFIED UST TECHNICIAN FOLLOWING MDE

REGULATIONS (CLIN #7).

5. REMOVE ASPHALT.

6. REMOVE ANTI-RAM CABLE FENCING.

7. APPROXIMATE LOCATION OF 2 UNDERGROUND,

SLURRY-FILLED FUEL STORAGE TANKS. TANK

REMOVAL TO BE COMPLETED BY AN

MDE-CERTIFIED UST TECHNICIAN FOLLOWING MDE

REGULATIONS (CLIN #5).

8. SAWCUT PAVEMENT.

9. REMOVE FENCE.

GENERAL DEMOLITION

BUILDING DEMOLITION

HARDSCAPE DEMOLITION

1. SEE SHEETS C-001 AND C-002 FOR SITE NOTES,

LEGENDS, AND ABBREVIATIONS.

2. SEE EROSION AND SEDIMENT CONTROL PLAN

FOR TREE PROTECTION PLAN.

3. CONSTRUCTION FENCE AND SUPER SILT FENCE

TO ACT AS CONSTRUCTION PERIMETER FENCE.

4. BID OPTION INCLUDES ALL DEMOLITION WORK

SHOWN ON THIS SHEET.

GENERAL NOTES

DEMOLITION NOTES

LEGEND

CONSTRUCTION FENCE

SUPER SILT FENCESSF

C-501

I I I

LOD

D L

L O

SSF

U G

E /C

U G

C-117

1553599

FIRE PROTECTION

BRANCH MANAGER

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CONSTR. CONTR.

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

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C R

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T I O

N D

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E A

P P

DRAWFORM REVISION: 31 JANUARY 2017

CDA

JTG

CHK

SATISFACTORY TO DATE

FOR COMMANDER NAVFAC

ACTIVITY

APPROVED

THC

AS NOTED

UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

U N

C L

A S

S I F

I E

I C

I A

U N

C L

A S

S I F

I E

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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

N40080-15-D-0452 TO 004

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

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KEY PLAN:

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A/E INFO

02/19/2021

BY MAJ BIRKHOLD VIA EMAIL

PM/DM JFH/EC

CHIEF ENG/ARCH

U T

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1310833 0 40' 80'20'

SCALE: 1" = 40'

UTILITY DEMOLITION PLAN -

AREA 2 - PHASE 2

SCALE: 1" = 40'

PLAN

NORTH

M A

T C

I N

H E

REMOVE UTILITY

1. SEE SHEETS C-001 AND C-002 FOR SITE NOTES,

LEGENDS, AND ABBREVIATIONS

2. CONTRACTOR MUST PROTECT ALL UTILITIES TO

REMAIN FROM EXCAVATION AND TRAFFIC OF

CONSTRUCTION VEHICLES.

3. CONSTRUCTION FENCE AND SUPER SILT FENCE

TO ACT AS CONSTRUCTION PERIMETER FENCE.

4. BID OPTION INCLUDES ALL DEMOLITION WORK

SHOWN ON THIS SHEET

GENERAL NOTES

DEMOLITION NOTES

LEGEND

CONSTRUCTION FENCE

SUPER SILT FENCESSF

REMOVE UTILITY STRUCTURE

C-501

1. REMOVE STORM PIPE.

2. REMOVE STORM STRUCTURE.

3. REMOVE SANITARY PIPE.

4. REMOVE SANITARY STRUCTURE.

5. REMOVE WATER PIPE.

6. REMOVE WATER STRUCTURE.

7. REMOVE UNDERGROUND ELECTRIC LINE.

8. REMOVE OVERHEAD ELECTRIC LINE.

9. REMOVE ELECTRIC STRUCTURE.

10. REMOVE UNDERGROUND COMM LINE.

11. REMOVE OVERHEAD COMM LINE.

12. REMOVE COMM STRUCTURE.

13. REMOVE NATURAL GAS LINE.

14. REMOVE NATURAL GAS STRUCTURE.

I I I I I I

IIIIII

III

I I I I I I

III

LOD

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LOD

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L O

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LOD LOD LOD

S S

F S

S F

SSF

S S

SSF

C-118

1553599

FIRE PROTECTION

BRANCH MANAGER

N A

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M A

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CONSTR. CONTR.

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

N A

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D E

P A

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M E

S Y

M D

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C R

I P

T I O

N D

A T

E A

P P

DRAWFORM REVISION: 31 JANUARY 2017

CDA

JTG

CHK

SATISFACTORY TO DATE

FOR COMMANDER NAVFAC

ACTIVITY

APPROVED

THC

AS NOTED

UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

U N

C L

A S

S I F

I E

I C

I A

U N

C L

A S

S I F

I E

I C

I A

UNCLASSIFIED/ /FOR OFFICIAL USE ONLY

N40080-15-D-0452 TO 004

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

P-

KEY PLAN:

P R

O F E

S S

I O

N A

E R

T I F I C

A T I O

E R

E B

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T I

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X P

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S U

S T

R U

C T

I O

A/E INFO

02/19/2021

BY MAJ BIRKHOLD VIA EMAIL

PM/DM JFH/EC

CHIEF ENG/ARCH

U T

I L

I T

E M

O L

I T

I O

L A

R E

H A

13108334 0 40' 80'20'

SCALE: 1" = 40'

UTILITY DEMOLITION PLAN - AREA 3 - PHASE 2

SCALE: 1" = 40'

PLAN

NORTH

M A

T C

I N

H E

REMOVE UTILITY

1. SEE SHEETS C-001 AND C-002 FOR SITE NOTES,

LEGENDS, AND ABBREVIATIONS

2. CONTRACTOR MUST PROTECT ALL UTILITIES

TO REMAIN FROM EXCAVATION AND TRAFFIC

OF CONSTRUCTION VEHICLES.

3. CONSTRUCTION FENCE AND SUPER SILT FENCE

TO ACT AS CONSTRUCTION PERIMETER FENCE.

4. BID OPTION INCLUDES ALL DEMOLITION WORK

SHOWN ON THIS SHEET.

GENERAL NOTES

LEGEND

CONSTRUCTION FENCE

SSF SUPER SILT FENCE

REMOVE UTILITY STRUCTURE

C-501

DEMOLITION NOTES

1. REMOVE STORM PIPE.

2. REMOVE STORM STRUCTURE.

3. REMOVE SANITARY PIPE.

4. REMOVE SANITARY STRUCTURE.

5. REMOVE WATER PIPE.

6. REMOVE WATER STRUCTURE.

7. REMOVE UNDERGROUND ELECTRIC LINE.

8. REMOVE ELECTRIC STRUCTURE.

9. REMOVE UNDERGROUND COMM LINE.

10. REMOVE OVERHEAD COMM LINE.

C-120

1553599

FIRE PROTECTION

BRANCH MANAGER

N A

V A

A C

I L

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I E

N G

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E E

R I N

O M

M A

W A

S H

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C A

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G S

J O

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N D

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W S

C A

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G S

R E

V D

A T

F I

1 2 3 4 5

SCALE:

CONSTR. CONTR.

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

N A

V A

A C

I L I T

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C R

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T I O

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DRAWFORM REVISION: 31 JANUARY 2017

CDA

JTG

CHK

SATISFACTORY…

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File details come from the government source that posted it. Updated Mar 22, 2021.