1_Civil_LS_IFC_Signed_Part 1.pdf

PDF 42 MB Posted Jan 10, 2022

Attached to: P-3009, MILITARY WORKING DOG KENNEL Federal contract opportunity
Solicitation number: 5871178
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for a Military Working Dog Kennel project for the Department of the Navy Naval Facilities Engineering Command. The project scope includes construction of an Administrative Building, Dog Kennel, Quarantine Kennel, and Dog Training/support fenced areas to support kennel operations. The Administrative Building will house offices, meeting rooms, and support spaces for handlers. The Dog Kennel and Quarantine Kennel will provide interior and exterior housing for military working dogs. Additional areas include outdoor storage and an obedience course. The project will also demolish three existing kennel buildings totaling 2,703 square feet. The solicitation requests bids for the design and construction of these facilities using the Design Bid Build project delivery method.

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Other files for this federal contract opportunity

Other files attached to P-3009, MILITARY WORKING DOG KENNEL, newest first.
File	Type	Posted
AMENDMENT0009DOGKENNEL.pdf	PDF	May 26, 2022
P3009PriceSchedule19May2022.pdf	PDF	May 26, 2022
SBSP (FinalTemplate) Jan2021.doc	DOC document	May 17, 2022
AMENDMENT 0008 DOG.pdf	PDF	May 17, 2022
SB Factor Attachment X HISTORICAL SMALL BUSINESS.docx	DOCX document	May 17, 2022
SB Factor Attachment Y - SBPCD.docx	DOCX document	May 17, 2022
SB Instructions To Offerors (Section L) 14 Feb 22.docx	DOCX document	May 17, 2022
AMENDMENT0007DOGKENNEL.pdf	PDF	Feb 22, 2022
EXISTING KENNEL PHOTOS.pdf	PDF	Feb 16, 2022
AMENDMENT 0006 DOG KENNEL.pdf	PDF	Feb 16, 2022
AMENDMENT 0005 DOG KENNEL.pdf	PDF	Feb 11, 2022
AMENDMENT 0004 DOG KENNEL.pdf	PDF	Feb 9, 2022
site visit sign in sheet.pdf	PDF	Feb 9, 2022
AMENDMENT 0002 DOG KENNEL.pdf	PDF	Jan 18, 2022
5_FP_FA_FX_IFC_Signed.pdf	PDF	Jan 10, 2022
0_GI-002 - SHEET INDEX AND GENERAL_Signed.pdf	PDF	Jan 10, 2022
8_ELECT_IFC_Signed.pdf	PDF	Jan 10, 2022
0_GI-003 Sheets (Life Safety)_Signed.pdf	PDF	Jan 10, 2022
AMENDMENT 0001 DOG KENNEL.pdf	PDF	Jan 10, 2022
10_ESS - IFC_Signed.pdf	PDF	Jan 10, 2022
4_INT_IFC_Signed.pdf	PDF	Jan 10, 2022
1_Civil_LS_IFC_Signed_Part 2.pdf	PDF	Jan 10, 2022
0_GI-001 - COVER SHEET_Signed (1).pdf	PDF	Jan 10, 2022
1_Civil_LS_IFC_Signed_Part 3.pdf	PDF	Jan 10, 2022
6_PLUMBING_IFC_Signed.pdf	PDF	Jan 10, 2022
3_ARCH_IFC_Signed.pdf	PDF	Jan 10, 2022
9_TECOMM_IFC_Signed.pdf	PDF	Jan 10, 2022
7_Mech_IFC_Signed.pdf	PDF	Jan 10, 2022
2_STRUCT_IFC_Signed.pdf	PDF	Jan 10, 2022
ATTACHMENT A CONSTRUCTION AND DESIGN EXPERIENCE PROJECT DATA SHEET.docx	DOCX document	Dec 21, 2021
MWDF_Specs_lFC.pdf	PDF	Dec 21, 2021
ATTACHMENT C-Safety Data Sheet.docx	DOCX document	Dec 21, 2021
ATTACHMENT G RFI Form.docx	DOCX document	Dec 21, 2021
ATTACHMENT B Past Performance Questionnaire.doc	DOC document	Dec 21, 2021
SOLICITATION 21R1178 DOG KENNEL.pdf	PDF	Dec 21, 2021
ATTACHMENT F SBSP Jan2021.doc	DOC document	Dec 21, 2021
ATTACHMENT D Historical Small Business Utilization.docx	DOCX document	Dec 21, 2021
ATTACHMENT E Proposed Small Bus Subcontracting Commitment.docx	DOCX document	Dec 21, 2021

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DESCRIPTIONEXISTING NEW

CO. CO.

8" -

BEND

8" CAP

8" - GV

8" - 10"x6" T

8"x6" REDUCER

APPROX. CPT LOCATION

APPROX. INFILTRATION LOCATION

BUILDING

BUILDING DOOR LOCATION

CLEAN OUT

COMMUNICATION TOWER

DROP INLET-GRATE

ELECTRIC MANHOLE

GAS VALVE

GAS TEST STATION

ABA ACCESSIBLE PARKING SPACE

FIRE HYDRANT

LIGHT POLE

LIGHTNING PROTECTION MAST

PHONE MANHOLE

POWER POLE

SANITARY MANHOLE

STORM INLET OR MANHOLE

STORM SEWER END SECTION

TELEPHONE PEDESTAL

TRAFFIC SIGN

TRAVERSE POINT

MONITORING WELL

STORM MANHOLE

WATER

UNKNOWN HANDHOLE

ELECTRIC MANHOLE

ELECTRIC HANDHOLE

ELECTRIC BOX

GUY WIRE

COMMUNICATIONS MANHOLE

GUY POLE

GUY WIRE

CABLE TELEVISION PEDESTAL

COMMUNICATION PEDESTAL

WATER MAIN BEND

WATER MAIN END CAP

WATER METER

WATER VALVE / WATER REDUCER

WATER MAIN TEE

UTILITY POLE

WATER VALVE

WATER MANHOLE

POST

CONCRETE FLUSH CURB

TREE

WALK SIGN

24" RCP CLS III STM. SEW.

4" PVC SDR 35 LAT.

G x

DEMO/REMOVE EX. LINEAR UTILITY OR

SITE FEATURE

DEMO/REMOVE EX. UTILITY, SITE

FEATURE, OR TREE

DEMO/REMOVE EX. CONC. S/W OR

UTILITY PAD

DEMO/REMOVE EX. GRAVEL OR

PAVEMENT AREA

CONCRETE SIDEWALK

CONCRETE PAD/SLAB

ASPHALT AREA

DESCRIPTIONEXISTING NEW

250.5

E d

E o

W x

W d

G d

COMMUNICATION

EDGE OF GRAVEL

EDGE OF PAVEMENT

FENCE LINE

SANITARY SEWER FORCE MAIN

GAS LINE

INDEX CONTOUR

INTERMEDIATE CONTOUR

LIMITS OF DISTURBANCE

PARKING STRIPING / MARKING

SANITARY SEWER

STORM PIPES

STORM UNDERDRAIN

BENCH MARK

SPOT ELEVATION

TREE LINE

BRUSH / BRUSH PILE

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC (DATUR)

WATER LINE

WATER LINE (DATUR)

UNDERGROUND GAS (DATUR)

WALL

C x

CATV

CABLE & TELEVISION

CATV

E x UNDERGROUND ELECTRIC

COMMUNICATION OVERHEAD

C o

N/A

ABBREVIATIONSLEGEND & SYMBOLS ABBREVIATIONS CONT...

@ AT

ABA ARCHITECTURAL BARRIERS ACT

ASPHL / ASPHLC ASPHALT / ASPHALT CONCRETE

ASUS AMERICAN STATES UTILITY SERVICES

ALUM ALUMINUM

APPROX. APPROXIMATE

AT/FP ANTI-TERRORISM/FORCE PROTECTION

AWWA AMERICAN WATER WORKS ASSOCIATION

B/W BOTTOM OF WALL

C/O OR CO CLEANOUT

C.O. CONTRACTING OFFICER

C&G CURB AND GUTTER

C/L CENTERLINE

CMP CORRUGATED METAL PIPE

CONC. CONCRETE

CONT. CONTINUE

CONN. CONNECT

COR CONTRACTING OFFICER'S REPRESENTATIVE

COORD COORDINATE

CP CULVERT PIPE

CPP CORRUGATED PLASTIC PIPE

CPT CONE PENETRATION TESTING

CF. CUBIC FOOT

DIP DUCTILE IRON PIPE

DA DRAINAGE AREA

DATUR DEPICTED ACCORDING TO UTILITY RECORDS

DIA DIAMETER

DGA DENSE GRADED AGGREGATE

EA EACH

ES ELECTRICAL SECONDARY

EL ELEVATION

ELEC. ELECTRIC

ELEV. ELEVATION

ELIP. ELLIPTICAL

EOI END OF INFORMATION

EX. EXISTING

F.D. FOUNDATION DRAIN

FT. FOOT OR FEET

FFE FINISHED FLOOR ELEVATION

FOUN. FOUNDATION

GB GROUD BRAKE

GIS GEOGRAPHIC INFORMATION SYSTEM

GPS GLOBAL POSITIONING SYSTEM

GS GROUND SHOT

HCR H-ACCESSIBLE RAMP

HORIZ. / H. HORIZONTAL

HYD. HYDRANT

IN. INCH OR INCHES

INV. INVERT

JBS JOINT BASE ANDREWS

LAT. LATITUDE

LTRL. LATERAL

LF. LINEAR FEET

LOD LIMITS OF DISTURBANCE

LONG. LONGITUDE

M METER

MD STATE OF MARYLAND

MDE MARYLAND DEPARTMENT OF THE

ENVIRONMENT

MDSHA MARYLAND STATE HIGHWAY

ADMINISTRATION

MH MANHOLE

MMUTCD MARYLAND MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES

MSGC MARYLAND STATE GRID COORDINATES

NAVFAC NAVAL FACILITIES ENGINEERING SYSTEMS

COMMAND

MWDK MILITARY WORKING DOGS KENNEL

NIC NOT IN CONTRACT

NSA NAVAL SUPPORT ACTIVITY

No. NUMBER

NSF NAVAL SUPPORT FACILITY

O/W OIL/WATER

OD OUTER DIAMETER

OSL OVERHEAD STEAM LINE

PRKG PARKING

PRVS PREVIOUS

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE PIPE

PVMN'T PAVEMENT

PWD PUBLIC WORKS DEPARTMENT - INDIAN HEAD

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

SAN. SANITARY

SEW. SEWER

SGW SUBMERGED GRAVEL WETLAND

S/W SIDEWALK

SO SYSTEM OWNER

SPEC SPECIFICATION

SP SOUTH POTOMAC

SQ SQUARE

SSSESC STANDARDS AND SPECIFICATIONS FOR SOIL

EROSION AND SEDIMENT CONTROL

STD STANDARD

STM STORM

STR STRUCTURE

SWM STORMWATER MANAGEMENT

TUS TERRAPIN UTILITY SERVICES

TRV TRAVERSE/BENCMARK

TW TOP OF WALL

TYP. TYPICAL

VERT. / V. VERTICAL

WITH / W/ WITH

UGE UNDERGROUND ELECTRICAL

UNDG. UNDERGROUND

UNK UNKNOWN

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IFC SUBMISSION

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GENERAL NOTES LEGEND AND ABBREVIATIONS

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GENERAL DEMOLITION NOTES

1. WATER AND SEWER UTILITIES ARE OWNED, OPERATED AND

MAINTAINED BY TERRAPIN UTILITY SERVICES, INC [TUS, UTILITY

OWNER OR SYSTEM OWNER (SO)] IN ACCORDANCE WITH PROJECT

SPECIFICATION 01 14 00 PART 1.4.8.g., ALL NEW SYSTEM MUST BE

COORDINATED WITH AND CONSTRUCTED BY THE UTILITY OWNER.

2. THE SO IS THE SOLE PROVIDER OF THESE UTILITY SERVICES TO THE

INSTALLATION AND SHOULD BE REGARDED AS THE WATER AND SEWER

UTILITY AUTHORITY.

3. THE PRIME CONTRACTOR IS TO ENTER INTO A CONTRACT WITH THE

SYSTEM OWNER (SO) TO INSTALL AND "TAP IN" THE NEW UTILITY

INFRASTRUCTURE FROM THE NEW FACILITY POINT OF DEMARCATION

(POD) OR WITHIN FIVE FEET FROM THE NEW BUILDING TO THE POINT

OF CONNECTION AT THE EXISTING WATER MAIN.

4. CONNECTION TO EXISTING WATER AND/OR SEWER SYSTEMS MUST BE

CONSTRUCTED BY TUS.

5. ALL WATER AND SEWER WORK MUST MEET ASUS' STANDARD

SPECIFICATIONS AND DETAILS.

6. INSTALLED SYSTEM INFRASTRUCTURE AND MODIFICATIONS OF OR

CONNECTIONS TO EXISTING SYSTEM INFRASTRUCTURE IDENTIFIED IN

THE DRAWINGS MUST BE COORDINATED WITH THE SO PRIOR TO THE

CONSTRUCTION/CONTRACT START DATE. THE SO MUST BE

INTEGRATED INTO THE INSPECTION, CONSTRUCTION, TIE-IN TO

EXISTING UTILITIES, AND CONVEYANCE OF ANY EXTERIOR UTILITIES.

ALSO, THE SO MUST REVIEW AND APPROVE SUBMITTALS FOR ANY

CONSTRUCTION THAT WILL REQUIRE AN UPGRADE, CONNECTION, OR

DISCONNECTION TO THE SYSTEM.

7. PROCESS FOR CONNECTION OF FACILITIES TO THE EXISTING SYSTEM

IS TO REQUEST THE UTILITY OWNER TO INSTALL THE REQUIRED

CONNECTING FACILITIES, UP TO A POINT OF DEMARCATION IDENTIFIED

IN THE PROJECT DRAWINGS AND COORDINATED WITH THE

CONTRACTING OFFICER OR ITS REPRESENTATIVE.

8. THE CONTRACTOR MUST NOT CUT, CAP, CONNECT TO THE UTILITY

OWNER'S INFRASTRUCTURE UNLESS DULY AUTHORIZE BY THE SO.

9. ASUS POINT OF CONTACT:

DAMIEN SMITH

EMAIL: DAMIEN.SMITH@ASUSINC.COM

PHONE: (757) 888-0484

WATER AND SEWER NOTES

1. THE BUILDING UTILITIES INDICATED FOR DEMOLITION ARE THE MINIMUM

REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL

FEATURES AND DEMOLISHING ANY ADDITIONAL ITEMS AS NECESSARY.

2. REMOVE ANY ITEMS NOT SHOWN WITHIN THE LIMITS OF CONSTRUCTION

NECESSARY TO COMPLETE THE REQUIRED WORK.

3. THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION

WORK AND ASSOCIATED QUANTITIES NECESSARY FOR THE PROJECT

CONSTRUCTION. COORDINATE WITH THE CONTRACTING OFFICER OR ITS

REPRESENTATIVE THE REMOVAL OF SITE OR UTILITY FEATURES WITHIN

THE LOD BELOW OR ABOVE GRADE NOT CAPTURED IN THE DEMOLITION

PLAN.

4. WHERE NEW PAVEMENT WILL MEET EXISTING, SAWCUT EXISTING

PAVEMENT TO PROVIDE A CLEAN AND SMOOTH TRANSITION. ALSO, IN

PAVED AREAS WHERE EXCAVATION IS REQUIRED (E.G UTILITY TRENCHES ,

ETC.) , SAWCUT PAVEMENT TO ITS FULL DEPTH PRIOR TO STARTING

REMOVAL AND EXCAVATION.

3. WHERE REQUIRED, THE CONTRACTOR MUST EXCAVATE ALL TRENCHES TO

INDICATED GRADIENTS, LINES, DEPTHS, AND ELEVATIONS. THE

CONTRACTOR MUST TAKE EXTRA CARE WHILE EXCAVATING TRENCHES

AROUND EXISTING UTILITIES AND MUST ENSURE PROTECTION OF ALL

UTILITIES THROUGHOUT CONSTRUCTION. CONTRACTOR MUST HAND

EXCAVATE AS NECESSARY TO AVOID ANY POTENTIAL DAMAGE.

CONTRACTOR MUST ALSO UTILIZE TRENCH BOXES AND/OR TRENCH

SHEETING OR SHORING AS REQUIRED TO PROTECT EXISTING SITE

FEATURES, UTILITIES, AND TO ADHERE TO THE TRENCH WIDTH DIMENSIONS

INDICATED ON THIS PLAN AND REFERENCED DETAIL(s).

4. PROTECT ALL UTILITIES TO REMAIN THROUGHOUT CONSTRUCTION.

5. COORDINATE OUTAGES WITH THE INSTALLATION FOR UTILITY

CONNECTIONS.

6. REMOVE ALL DEMOLITION WASTE FROM THE INSTALLATION. DISPOSE OF

ALL DEBRIS AND WASTE CONSTRUCTION MATERIAL IN AN APPROVED

OFF-SITE WASTE DISPOSAL FACILITY.

7. INSTALL MECHANICAL END CAPS OR PLUGS FOR WATER MAINS THREE (3)

INCHES AND LARGER AT POINTS OF DISCONNECTION. FOR SMALLER

SERVICE LINES, REMOVE LINE TO THE NEAREST GATE VALVE.AND

DISCONNECT SERVICE FROM THE MAIN.

8. LINES ABANDONED IN PLACE MUST BE FILLED WITH FLOWABLE GROUT AND

ENDS PLUGGED.

9. ITEMS REQUIRING REMOVAL AND SALVAGED MUST BE PROTECTED FROM

INCIDENTAL DAMAGE OR FROM THE ELEMENTS.

10. IN AREAS CLOSE TO GAS OR FUEL LINES, HAND-DIG, THAT IS EXCAVATE

WITH LIGHT EQUIPMENT, UNTIL THE LINE IS FULLY EXPOSED AND AND ITS

EXACT LOCATION IS DETERMINED, BEFORE PROCEEDING WITH HEAVY

EXCAVATION EQUIPMENT AND RESUMING CONSTRUCTION.

11. PROPERTY DAMAGED AS CONSEQUENCE OF CONSTRUCTION MUST BE

RESTORED/REPLACED TO MEET OR EXCEED THEIR ORIGINAL QUALITY AND

CONDITIONS.

12. REFER TO THE EROSION AND SEDIMENT CONTROL PLANS FOR

INSTALLATION OF TREE PROTECTION FENCING.

13. ROOT PRUNE THREES THAT MAY BE AFFECTED BY CONSTRUCTION OF

UTILITIES, REMOVAL OF EXISTING TREES, AND ANY OTHER CONSTRUCTION

ACTIVITY. ROOT PRUNING MUST OCCUR PRIOR TO STARTING

CONSTRUCTION.

14. PROVIDE A LAYER OF MIN. 6 INCHES OF HARDWOOD MULCH IN AREAS

WHERE CONSTRUCTION PEDESTRIAN TRAFFIC IS ANTICIPATED.

15. RESTRICT PEDESTRIAN AND VEHICULAR TRAFFIC WITHIN TREE AREAS AND

WHERE INDICATED IN THE EROSION AND SEDIMENT CONTROL PLANS.

CIVIL NOTES

1. TOPOGRAPHIC INFORMATION IS BASED ON A FIELD RUN SURVEY BY RICE

ASSOCIATES PERFORMED FROM MARCH 21 THROUGH APRIL 2, 2019. THE

TOPOGRAPHIC SURVEY WAS SUPPLEMENTED BY FIELD RUN SURVEY BY RICE

ASSOCIATES PERFORMED FROM DECEMBER 3 , 2020 THROUGH JANUARY 15, 2021.

2. ALL NORTH ARROWS DELINEATED ARE REFERENCED TO MARYLAND STATE

PLANE NAD83. TOPOGRAPHIC SURVEY IS ALSO REFERENCED TO THE

AFOREMENTIONED MARYLAND STATE PLANE GRID.

3. VERTICAL DATUM: IS NAVD88.

4. COMPLY WITH ALL THE BASES' SECURITY OPERATIONS AND STANDARD

OPERATIONAL PROCEDURES.

5. THE LOCATION OF UNDERGROUND UTILITIES AS INDICATED ON THE PLANS HAS

BEEN OBTAINED FROM EXISTING RECORDS AND FIELD SURVEYS. NEITHER THE

GOVERNMENT NOR THE ENGINEER ASSUMES ANY RESPONSIBILITY IN RESPECT

TO THEIR ACCURACY, COMPLETENESS, OR SUFFICIENCY OF THE INFORMATION.

THERE IS NO GUARANTEE EITHER EXPRESSED OR IMPLIED, THAT THE

LOCATIONS, SIZE AND TYPE OF MATERIAL OF EXISTING UNDERGROUND UTILITIES

INDICATED ARE REPRESENTATIVE OF THOSE TO BE ENCOUNTERED DURING

CONSTRUCTION.

6. VERIFY FIELD CONDITIONS PRIOR TO CONSTRUCTION AND TO NOTIFY THE COR IF

FIELD CONDITIONS DIFFER.

7. ALL CONSTRUCTION MUST CONFORM TO THE PROJECT SPECIFICATIONS,

CURRENT MDSHA, MDE, AND NAFVAC STANDARDS.

8. EXISTING UTILITIES SHOWN ARE BASED UPON AVAILABLE INFORMATION. THE

CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL

UTILITIES BEFORE COMMENCING WORK AND FOR REPAIRING ANY DAMAGES

WHICH OCCUR BY FAILURE TO LOCATE OR PRESERVE THESE UTILITIES. IF

DURING CONSTRUCTION OPERATIONS, SHOULD THE CONTRACTOR

ENCOUNTERED UTILITIES OTHER THAN THOSE SHOWN HEREIN, THE

CONTRACTOR MUST IMMEDIATELY NOTIFY THE COR AND TAKE THE NECESSARY

STEPS TO PROTECT THE UTILITIES AND ENSURE THE CONTINUANCE OF SERVICE.

9. CONTACT MISS UTILITY AND COORDINATE WITH THE INSTALLATION PERSONNEL

FOR LOCATING ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. TEST PITS

ARE REQUIRED WHERE NEW UTILITIES CROSS EXISTING. THE CONTRACTOR IS

RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES WITHIN

THE LOD NOT INDICATED TO BE REMOVED. EXISTING UTILITIES NOT SHOWN IN

THESE DRAWINGS MAY EXIST.

10. PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR OTHER EQUIPMENT

OF MUD PRIOR TO ENTERING BASE ROADWAYS. IT IS ALSO THE CONTRACTOR'S

RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR ALLAY DUST AND TO

ENSURE THAT STREETS ARE KEPT CLEAN AND DUST FREE AT ALL TIMES.

11. ALL LAND DISTURBED WITH THIS DEVELOPMENT, AND WHICH IS NOT BUILT UPON

OR SURFACED, MUST BE ADEQUATELY STABILIZED WITH PERMANENT

VEGETATIVE STABILIZATION TO CONTROL EROSION AND SEDIMENTATION IN

CONFORMANCE WITH MDE 2011 STANDARDS AND SPECIFICATIONS FOR EROSION

AND SEDIMENT CONTROL..

12. NO DISTURBANCE SHOULD TAKE PLACE OUTSIDE THE LIMITS OF DISTURBANCE.

13. GRADES SHOWN DENOTE TOP OF FINISHED GRADE UNLESS OTHERWISE STATED

ON TYPICAL SECTIONS OR PLANS.

14. ENSURE POSITIVE DRAINAGE AWAY FROM THE BUILDING IS MAINTAINED DURING

CONSTRUCTION AND AT FINAL GRADING AND STABILIZATION.

15. INSTALL/CONSTRUCT STORM SEWER LINES FROM THE LOWEST PONT OF

DISCHARGE AT THE POINT OF OUTFALL OR CONNECTION AND IN THE UPSTREAM

DIRECTION. INSTALLATION OF PIPE OUTFALLS AT INVERTS BELOW RECEIVING

CHANNELS OR POINTS OF CONNECTIONS IS NOT PERMITTED.

16. ROADWAYS MAY NOT BE BLOCKED AND MUST ALLOWED UNHINDERED

EMERGENCY VEHICLE ACCESS. MAINTENANCE AND PROTECTION OF ALL

TRAFFIC MUST BE MAINTAINED AT ALL TIMES IN ACCORDANCE WITH THE MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), THE MARYLAND MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES-2011 EDITION AND

17. COORDINATE WITH THE COR FOR THE PRESERVATION AND PROTECTION OF

EXISTING TREES TO REMAIN AND SHALL ADHERE TO DIRECTION PROVIDED TO

PRESERVE AND PROTECT APPLICABLE TREES.

18. WITH PRIOR APPROVAL FROM NAVFAC, COORDINATE A VISIT TO THE SITE WITH

THE CONTRACTING OFFICER DURING THE BID PROCESS AND PRIOR TO ISSUING

PROPOSALS TO THE GOVERNMENT. ANY DISCREPANCIES BETWEEN FIELD

CONDITIONS AND THIS PLAN MUST BE NOTED TO THE COR.

19. KEEP ON-SITE FOR REFERENCE THE CURRENT VERSION OF THE MDSHA

STANDARDS AND SPECIFICATIONS AND THE MDE 2011 STANDARDS AND

SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL.

20. COORDINATE WITH THE INSTALLATION TO OBTAIN PERMITS ASSOCIATED WITH

CONSTRUCTION AND LAND CLEARING FOR THE PROJECT BEFORE

COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. THIS ALSO INCLUDES DIG

PERMITS FOR TEST PITS OR INTRUSIVE TESTING FOR UTILITY LOCATIONS.

21. PROCURE DIG PERMIT FROM THE INSTALLATION, INCLUDING COMPLETION OF AF

FORM 103 AT LEAST 60 DAYS PRIOR TO COMMENCEMENT OF ANY EXCAVATION

OPERATIONS. CONTACT THE JOINT BASE ANDREWS CUSTOMER SERVICE OFFICE

AT (301) 981-3501.

22. PROVIDE TEMPORARY CONSTRUCTION FENCING AS REQUIRED AND IN

COORDINATION WITH THE COR DURING CONSTRUCTION.

23. DIG PERMIT - KEEP MARKINGS UP TO DATE/MAINTAIN THEN RENEW EVERY 30

DAYS TO RECERTIFY THAT MARKINGS ARE MAINTAINED WITH INSTALLATION.

24. DISPOSE OF ALL DEBRIS AND CONSTRUCTION MATERIAL IN AN APPROVED

OFF-SITE WASTE DISPOSAL FACILITY.

25. NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE OF ITS OPERATIONAL

PLANS. IN THE EVENT OF AN UNEXPECTED UTILITY INTERFERENCE IS

ENCOUNTERED DURING CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY

NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE. ANY SUCH MAINS

AND/OR SERVICES DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE

RESTORED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE TO THE

SATISFACTION OF THE CONTRACTING OFFICER REPRESENTATIVE.

26. IMMEDIATELY NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE IN WRITING

OF ANY DISCREPANCIES AND/OR CONDITIONS WHICH PREVENT FROM FULFILLING

THE TERMS OF THE CONTRACT.

27. EXCEPT AT POINTS OF RUNOFF RELIEF OR INLETS, NO DEPRESSIONS ARE

PREMITTED WITH EITHER THE TEMPORARY OR FINAL GRADE.

28. MAINTAIN EXISTING GRADING PATTERNS UNLESS OTHERWISE INDICATED AND

PROVIDE PROPER DRAINAGE FOR REPAIR AREAS.

29. COMPLY WITH ALL THE BASE'S SECURITY OPERATIONS.

30. ALL IMPROVEMENTS DAMAGED AS A RESULT CONSTRUCTION, INCLUDING

PAVEMENTS, EMBANKMENTS, SIGNS, LANDSCAPING, STRUCTURES, UTILITIES,

WALLS, FENCES, ETC., SHALL BE RESTORED TO ITS ORIGINAL AT NO ADDITIONAL

COST TO THE GOVERNMENT. DEMOLITION AND RESTORATION OF DAMAGE ITEMS

SHALL BE INCIDENTAL AND INCLUDED IN THE CONTRACTOR'S PRICE.

31. STORE EQUIPMENT AND MATERIALS ONLY WITHIN THE LIMITS OF DISTURBANCE

IN APPROVED DESIGNATED STORAGE SPACES.

32. USE LIGHT EQUIPMENT TO EXCAVATE NEAR EXISTING CABLES OR OTHER UTILITY

LINES. REPAIR DAMAGE OF EXISTING UTILITY LINES AS A RESULT OF THE

CONTRACTOR'S OPERATIONS AS SOON AS THE DAMAGE OCCURS AND UPON

COORDINATION WITH COR.

33. PREPARE AND SUBMIT CONSTRUCTION DRAWINGS TO THE CONTRACTING

OFFICER REPRESENTATIVE WHICH CLEARLY AND ACCURATELY REFLECT THE

METHODS AND MEANS BY WHICH THE CONTRACTOR INTENDS TO PROTECT,

SHORE, SUPPORT, BRACE, ETC. ANY EXISTING UTILITY THAT WILL BE IMPACTED

BY CONSTRUCTION

34. STORE EQUIPMENT, VEHICLES AND MATERIALS WITHIN THE LIMITS OF

DISTURBANCE OR IN DESIGNATED STORAGE AREAS AS DIRECTED BY THE COR.

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1. DEMOLISH EXISTING SECURITY FENCE

2. DEMOLISH EXISTING CONCRETE SIDEWALKS AND

EQUIPMENT PADS

3. DEMOLISH EXISTING BUILDINGS AND ASSOCIATED

SLABS

4. DEMOLISH EQUIPMENT AND SUPPORTING STRUCTURE

5. REMOVE/DEMOLISH WATER VAULT.

6. REMOVE/DEMOLISH LIFT STATION. DISCONNECT AND

DISPOSE OF ALL MECHANICAL AND ELECTRICAL

EQUIPMENT PRIOR TO REMOVAL/DEMOLISHION OF THE

WET WELL.

7. REMOVE/DEMOLISH SEPTIC TANK

8. REMOVE ALL SERVICE LINES LEADING TO THE EX. LIFT

STATION.

9. REMOVE FORCE MAIN TO POINT OF CONNECTION AT EX.

FENCE. PROVIDE END CAP OR PLUG FOR RATED FOR

MIN. 150 PSI. PRESSURE OR EQUIVALENT TO THE PIPE'S

RATED PRESSURE

10. REMOVE EX. WATER LINE. PROVIDE END CAP OR PLUG

RATED FOR MIN. 150 PSI PRESSURE OR EQUIVALENT TO

THE PIPE'S RATED PRESSURE

11. REMOVE EXISTING LIGHT FIXTURE

12. REMOVE EXISTING GAS SERVICE LINE

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: JUN 2021

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

1. DEMOLISH EXISTING CONCRETE CURB, GUTTER, AND

SIDEWALKS.

2. REMOVE SANITARY SEWER AND PLUG ENDS

3. DEMOLISH AND REMOVE EXISTING ELECTRICAL

DUCTBANK. CAP SECTION OF UTILITY TO REMAIN.

4. DEMOLISH AND REMOVE EXISTING LIFT STATION.

DEMOLISH CONCRETE PADS ASSOCIATED WITH LIFT

STATION.

5. NOT USED

6. DEMOLISH AND REMOVE EXISTING WATER UTILITY. CAP

SECTION OF UTILITY TO REMAIN.

7. DEMOLISH AND REMOVE EXISTING NATURAL GAS

UTILITY. CAP SECTION OF UTILITY TO REMAIN.

8. DEMOLISH AND REMOVE EXISTING CATV UTILITY. CAP

SECTION OF UTILITY TO REMAIN.

9. DEMOLISH AND REMOVE EXISTING

TELECOMMUNICATION UTILITY. CAP ENDS OF UTILITY TO

REMAIN

10. DEMOLISH EXISTING LIGHT FIXTURE

11. NOT USED

12. REMOVE EXISTING ANTENNA TOWER

13. REMOVE EXISTING SAN. SEW. MANHOLE

14. DEMOLISH EXISTING INLET, FILL WITH GRAVEL, PLUG

OUTLET PIPE.

15. POTABLE WATER FITTING

DEMOLITION KEYNOTES

DEMOLITION LEGEND

S C

O M

D W

Y W

D O

G K

CD102

GRAPHIC SCALE

KEYPLAN

CD102

IFC SUBMISSION

09/02/2021

AutoCAD SHX Text E

AutoCAD SHX Text C

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REMOVE TREES

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REMOVE ITEM

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DEMOLISH AREA

AutoCAD SHX Text

DEMOLISH LINEAR FEATURES

AutoCAD SHX Text

DESIGN AND CONSTRUCTION CORE

AutoCAD SHX Text

WASHINGTON DC

AutoCAD SHX Text

JOINT BASE ANDREWS

AutoCAD SHX Text

CAMP SPRINGS, MARYLAND

AutoCAD SHX Text

JFH / WM

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THC

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JTG

AutoCAD SHX Text 1610688

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EXISTING CONDITIONS AND DEMOLITION PLAN - NEW KENNEL

AutoCAD SHX Text

MLR

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MLR

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AS NOTED

AutoCAD SHX Text 13137214

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PLAN

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NORTH

AutoCAD SHX Text 60'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1"=30'

30'

SANITARY SEWER TABLE

STORM SEWER TABLE

GRATE INLET

TOP = 251.92

15" RCP INV. IN = 249.30 (FROM #2)

15" RCP INV. IN = 249.22 (FROM #7)

15" RCP INV. IN = 249.20 (FROM #3)

18" RCP INV. OUT = 249.18 (TO NORTHEAST)

GRATE INLET

TOP = 252.35

15" RCP INV. OUT = 249.41 (TO #1)

GRATE INLET

TOP = 252.07

15" RCP INV. IN = 249.57 (FROM #4)

15" RCP INV. OUT = 249.61 (TO #1)

(BACK FLOW NOTED IN STRUCTURE)

GRATE INLET

TOP = 252.20

12" RCP INV. IN = 250.10 (FROM #5)

15" RCP INV. IN = 250.12 (FROM #6)

15" RCP INV. OUT = 249.98 (TO #3)

HEADWALL

TOP = 252.20

12" RCP INV. = 252.38 (TO #4)

GRATE INLET

TOP = 253.58

15" RCP INV. OUT = 250.40 (TO #4)

OPEN STORM INLET

(NO TOP SET)

TOP = 251.16 (NORTHEAST CORNER CONC.)

14" X 23" ELIP. RCP INV. IN = 249.42 (FROM #8)

15" RCP INV. OUT = 249.40 (TO #1)

CURB DROP INLET

TOP = 251.53

14" X 23" ELIP. RCP INV. OUT = 249.87 (TO #7)

SANITARY MANHOLE

TOP = 252.98

(STRUCTURE IS SURCHARGED)

6"± SAN INV. IN = INACCESSIBLE (FROM B)

PER PLAN INV. IN = INACCESSIBLE (FROM C)

PER PLAN INV. IN = INACCESSIBLE (FROM D)

PER PLAN INV. OUT = INACCESSIBLE (TO PUMP STATION)

BOTTOM OF STRUCTURE = 245.33

SANITARY MANHOLE

TOP = 253.28

(STRUCTURE IS SURCHARGED)

4" SAN INV. IN = INACCESSIBLE (FROM NORTHWEST)

6" CONC PLUG = INACCESSIBLE (FROM NORTHEAST)

6" ± INV. OUT = INACCESSIBLE (TO A)

BOTTOM OF STRUCTURE = 246.88

SANITARY MANHOLE

TOP = 255.30 (RIM) NO LID, BROKEN FRAME

(STRUCTURE IS SURCHARGED)

8"± SAN INV. IN = INACCESSIBLE (FROM NORTHWEST)

PER PLAN INV. OUT = INACCESSIBLE (TO A)

BOTTOM OF STRUCTURE = 249.5±

APPROXIMATE LOCATION PER PLAN

STRUCTURE NOT FOUND)

SANITARY MANHOLE

TOP =252.02 (RIM) NO LID, BROKEN FRAME

(STRUCTURE IS FULL OF DEBRIS)

SAN PER PLAN = INACCESSIBLE (FROM NORTHEAST)

8"± PVC INV. IN = INACCESSIBLE (FROM SOUTHWEST)

8"± PVC INV. OUT = INACCESSIBLE (TO D)

BOTTOM OF STRUCTURE = 246.8±

STORM HEADWALL

27" RCP INV. = 247.37 (TO #10)

SANITARY MANHOLE

TOP = 253.36

4" SAN INV. IN = 244.33 (FROM NORTHEAST)

ORIGIN UNKNOWN

4" SAN INV. IN = 244.29 (FROM SOUTHEAST)

ORIGIN UNKNOWN

4" SAN INV. IN = 244.27 (FROM SOUTHWEST)

ORIGIN UNKNOWN

8" SAN INV. OUT = 243.89 (TO G)

SANITARY MANHOLE

TOP = 250.06

8" PVC INV. IN = 242.31 (FROM SOUTHWEST)

8" SAN INV. IN = 242.03 (FROM F)

8" SAN INV. OUT = 242.01 (TO NORTHWEST)

GRATE INLET

TOP = 250.71

27" RCP INV. IN = 247.19 (FROM #9)

30" RCP INV. OUT = 246.40 (TO #11)

STORM MANHOLE & GRATE INLET

TOP MANHOLE = 249.38

TOP GRATE = 248.64

15" RCP INV. IN = 245.66 (FROM NORTH)

30" RCP INV. IN = 245.00 (FROM #10)

30" RCP INV. OUT = 244.68 (TO #12)

YARD INLET

TOP = 248.00

15" CMP INV. IN = 243.66 (FROM SOUTH)

24" RCP INV. IN = 244.46 (FROM WEST)

30" RCP INV. IN = 244.40 (FROM #11)

36" RCP INV. OUT = 243.64 (TO EAST)

HEADWALL

TOP = 256.48

8" RCP INV. = 254.78 (TO #14)

ENDWALL

TOP = 256.31

8" RCP INV. = 254.61 (FROM #13)

YARD INLET

TOP = 252.16

18" HDP INV. IN = 247.83 (FROM NORTHEAST)

18" RCP INV. IN = 248.96 (FROM #16)

36" RCP INV. OUT = 247.49 (TO NORTHWEST)

GRATE INLET

TOP = 251.14

15" RCP INV. IN = 249.64 (FROM #17)

18" RCP INV. OUT = 249.44 (TO #15)

HEADWALL

TOP = 252.85

15" RCP INV. = 250.44 (TO #16)

ENDWALL

TOP = 253.88

12" RCP INV. = 251.80 (FROM #19)

HEADWALL

TOP = 254.04

12" RCP INV. = 251.94 (TO #18)

ENDWALL

TOP = 254.78

10" RCP INV. = 252.80 (FROM #21)

HEADWALL

TOP = 255.41

10" RCP INV. = 253.28 (TO #20)

8" RCP INV. = 255.22 (FROM #23)

8" RCP INV. = 255.32 (TO #22)

ENDWALL

TOP = 257.30

8" RCP INV. = 255.31 (FROM #25)

HEADWALL

TOP = 257.50

8" RCP INV. = 255.54 (TO #24)

ENDWALL

TOP = 257.84

8" RCP INV. = 256.05 (FROM SOUTHWEST)

ORIGIN UNKNOWN

NOTE

TREE TABLE (CONT.)

# DIA TYPE DRIP NOTE

(IN.) (FT.)

178 24" PINE 48'

179 18" PINE 40'

180 14" BASSWOOD 36'

181 14" BASSWOOD 36"

182 16" LOCUST 36"

183 14" OAK 30'

184 8" DECIDUOUS 16'

185 20" OAK 50'

STORM SEWER TABLE (CONT.)

FLARED END SECTION

15" RCP INV. = 253.06 (TO #28)

FLARED END SECTION

15" RCP INV. = 252.69 (FROM #27)

STORM SEWER TABLE

12" HDP INV. OUT = 255.97

(ORIGIN UNKNOWN)

PLASTIC GRATE INLET

TOP = 257.95

12" HDP INV. IN = 256.45 (FROM #3) (FLAT)

12" HDP INV. OUT = 256.45 (TO WEST) (FLAT)

(TERMINUS UNKNOWN)

PLASTIC GRATE INLET

TOP = 258.80

12" HDP INV. OUT = 257.26 (TO #2)

TRAVERSE CONTROL AND BENCHMARK TABLE

# NORTHING EASTING ELEV. DESCRIPTION

1 407,342.368 1,343,350.334 251.18 NAIL

2 407,543.978 1,342,811.613 255.98 REBAR W/CAP

3 407,013.635 1,343,215.500 249.44 REBAR W/CAP

4 407,250.146 1,342,926.258 257.37 REBAR W/CAP

24666 407,841.118 1,342,945.445 256.51 REBAR W/CAP

25243 407,682.327 1,343,607.444 257.01 REBAR W/CAP

25476 408,002.467 1,343,755.596 253.04 MAG NAIL

25781 407,857.016 1,344,160.609 255.47 MAGNAIL

N G

S C

O M

D W

Y W

D O

G K

CS001

IFC SUBMISSION

09/02/2021

D E

P A

R T

M E

2 3 4 5

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

A C

I L I T

I E

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E E

R I N

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DES DRW

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E S

C R

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T I O

N D

A T

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P P

DRAWFORM REVISION: JUN 2021

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

STRUCTURE INVERT DATA - NEW KENNEL SITE AND SURROUNDING AREAS

STRUCTURE INVERT DATA - OLD KENNEL SITE AND

SURROUNDING AREAS TRAVERSE CONTROL DATATRAVERSE CONTROL DATA

OLD KENNEL SITE

TRAVERSE CONTROL AND BENCHMARK TABLE

# NORTHING EASTING ELEV. DESCRIPTION

11 409483.799 1347189.160 262.34 TRV/ R&C

12 409911.699 1346699.849 261.53 TRV/ R&C

13 409922.226 1346965.122 271.30 TRV/ R&C

14 409718.727 1347136.101 270.19 TRV/ R&C

PARKING TABULATION

AutoCAD SHX Text

DESIGN AND CONSTRUCTION CORE

AutoCAD SHX Text

WASHINGTON DC

Au…

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File details come from the government source that posted it. Updated Jan 10, 2022.