1616478 - Building 728 - Drawings.pdf

PDF 17 MB Posted Jul 11, 2024

Attached to: BLDG. 728 BACKUP GENERATOR AND FPS, INDIAN HEAD, MARYLAND
Solicitation number: N4008024R4391
Issued by: Department of the Navy Naval Facilities Engineering Command

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Written by GovTribe AI · Jul 11, 2024

This document appears to be a set of drawings for Building 728 related to a federal contract opportunity for a Backup Generator and Force Protection System project at Indian Head, Maryland. The solicitation number is N4008024R4391 and the opportunity is being issued by the Department of the Navy Naval Facilities Engineering Command. The description indicates that additional details can be obtained by logging into the PIEE system and searching for the solicitation number. The drawings likely provide details on the technical requirements and specifications for the project, which likely includes a backup generator and force protection system improvements for Building 728 at the Indian Head, Maryland location.

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9/3

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G-201

CONSTRUCTION CONTRACT NO.

MARYLAND

WORK ORDER NO.

INSTALL BACKUP UTILITIES AT BUILDING 728

INDIAN HEAD NAVAL SUPPORT FACILITY

SHEET

NUMBER SHEET TITLE NAVFAC

DWG NO.

G-201 COVER SHEET 13,132,044

G-202 BUILDING 728 FLOOR PLAN 13,132,045

HM-211 BUILDING 728 SITE PLAN 13,132,046

HM-212 BUILDING 728 FLOOR PLAN 13,132,047

C-201 GENERAL NOTES & LEGEND 13,132,048

C-211 EXISTING CONDITIONS & DEMOLITION PLAN 13,132,049

C-212 SITE UTILITY PLAN 13,132,050

C-213 EROSION & SEDIMENT CONTROL PLAN 13,132,051

C-214 OVERALL DRAINAGE MAP 13,132,052

C-215 STORMWATER MANAGEMENT PLAN 13,132,101

C-251 EROSION & SEDIMENT CONTROL DETAILS 13,132,053

C-252 EROSION & SEDIMENT CONTROL NOTES 13,132,054

C-253 EROSION & SEDIMENT CONTROL NOTES 13,132,055

C-254 EROSION & SEDIMENT CONTROL NOTES 13,132,056

C-261 GRASS SWALE 1 DETAILS 13,132,102

C-271 UTILITY PROFILES 13,132,057

S-200 STRUCTURAL NOTES AND ABBREVIATIONS 13,132,058

S-210 BUILDING 728 GENERATOR PAD PLAN 13,132,059

S-250 SECTIONS AND DETAILS 13,132,060

FA201 BLDG 728 NOTES AND LEGEND - FIRE ALARM 13,132,061

FA202 BLDG 728 SITE PLAN - FIRE ALARM 13,132,062

FA203 BLDG 728 ELECTRICAL CLASSIFICATION - FIRE

ALARM 13,132,063

FA211 BLDG 728 BAYS 1-4 DEMOLITION PLAN - FIRE ALARM 13,132,064

FA212 BLDG 728 BAYS 5-8 DEMOLITION PLAN - FIRE ALARM 13,132,065

FA213 BLDG 728A, B, C, & D DEMOLITION PLAN - FIRE

ALARM 13,132,066

FA221 BLDG 728 BAYS 1-4 NEW WORK PLAN - FIRE ALARM 13,132,067

FA222 BLDG 728 BAYS 5-8 NEW WORK PLAN - FIRE ALARM 13,132,068

FA223 BLDG 728A, B, C, & D NEW WORK PLAN - FIRE ALARM 13,132,069

FA251 DETAILS - FIRE ALARM 13,132,070

FA252 DETAILS - FIRE ALARM 13,132,071

FA271 BUILDING 728 FIRE ALARM RISER 13,132,072

FA272 BUILDING 728 FIRE ALARM MATRIX 13,132,073

FX201 BLDG 728 NOTES & LEGEND - FIRE SUPPRESSION 13,132,074

SHEET

NUMBER SHEET TITLE NAVFAC

DWG NO.

FX202 BLDG 728 SITE PLAN - FIRE SUPPRESSION 13,132,075

FX211 BLDG 728 BAYS 1-4 DEMOLITION PLAN - FIRE

SUPPRESSION 13,132,076

FX212 BLDG 728 BAYS 5-8 DEMOLITION PLAN - FIRE

SUPPRESSION 13,132,077

FX221 BLDG 728 BAYS 1-4 NEW WORK PLAN - FIRE

SUPPRESSION 13,132,078

FX222 BLDG 728 BAYS 5-8 NEW WORK PLAN - FIRE

SUPPRESSION 13,132,079

FX251 DETAILS - FIRE SUPPRESSION 13,132,080

FX252 DETAILS - FIRE SUPPRESSION 13,132,081

FX253 DETAILS - FIRE SUPPRESSION 13,132,082

FX254 DETAILS - FIRE SUPPRESSION 13,132,083

FX271 BLDG 728 RISER DIAGRAM - FIRE SUPPRESSION 13,132,084

M-201 SYMBOLS AND ABBREVIATIONS 13,132,085

MD211 BUILDING 728 FLOOR PLAN - DEMOLITION 13,132,086

M-211 BUILDING 728 FLOOR PLAN 13,132,087

M-261 SCHEDULES 13,132,088

M-271 CONTROLS COVER 13,132,089

M-272 CONTROLS 13,132,090

E-201 SYMBOLS AND ABBREVIATIONS 13,132,091

ES-211 SITE PLAN - BUILDING 728 13,132,092

ES-212 SITE PLAN - OVERHEAD CABLING 13,132,093

E-211 BUILDING 728 - ELECTRICAL FLOOR PLAN 13,132,094

E-212 GROUNDING PLAN 13,132,095

E-251 DETAIL 13,132,096

E-252 DETAIL 13,132,097

E-253 GROUNDING DETAIL 13,132,098

E-261 PANEL SCHEDULE 13,132,099

E-271 SINGLE LINE DIAGRAM 13,132,100

LOCATION MAP

VICINITY MAP DRAWING INDEX NOTICESNOTICES

BUILDING 728

MAIN GATE

SECURE

AREA GATE

VISITOR CONTROL CENTER

SAFETY BUILDING

NSWC INDIAN HEAD

2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

PROFESSIONAL CERTIFICATION. I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF MARYLAND,

LICENSE NO. 20087, WITH EXPIRATION DATE

OF 06/22/2021.

7900 Westpark Dr. | Suite A405 | McLean, VA 22102

(703) 556-8820 | www.summerconsultants.com

SUMMER

CONSULTANTS

I N C O R P O R A T E D

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1616478

A. LIVERMAN, PE

T. COX, PE

TIEN NGUYEN

AM AM

NOTE: A PRE-ALTERATION ASSESSMENT HAS BEEN CONDUCTED

FOR ASBESTOS CONTAINING MATERIALS (ACM'S) AND

LEAD-BASED PAINT (LBP). AREAS FOUND TO CONTAIN THESE

MATERIALS HAVE BEEN INDICATED ON THE CONTRACT

DOCUMENTS. HOWEVER, IF SUSPECT ACM'S OR LBP'S ARE

ENCOUNTERED IN AREAS NOT INDICATED TO CONTAIN THESE

MATERIALS, DEMOLITION ACTIVITIES SHALL CEASE AND BULK

ASBESTOS AND/OR LEAD PAINT CHIP SAMPLING SHALL BE

CONDUCTED. IF THE MATERIALS SAMPLED ARE DETERMINED

NECESSARY FOR REMOVAL THEN THE CONTRACTOR SHALL

ADHERE TO THE SPECIFICATION AND THE REQUIREMENTS OF

SPECIFICATION SECTIONS 02 82 00 FOR ASBESTOS REMOVAL,

AND 02 83 00 FOR LEAD IN CONSTRUCTION.

ASBESTOS & LEAD-BASED PAINT

13,132,044

BAY

ANTEROOM

BAY

ANTEROOM

BAY

ANTEROOM

BAY

ANTEROOM

BAY

8'0 16' 1/8"=1'-0"

BUILDING 728 FLOOR PLAN

BAY 2

BAY 1

ANTEROOM

1 1 1 1

1 1 1 1 1 1 1 1 1

728A 728B 728C 728D

2 2 2 2 2 2 2 2

9/3

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2 3 4 5

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

PROFESSIONAL CERTIFICATION. I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF MARYLAND,

LICENSE NO. 20087, WITH EXPIRATION DATE

OF 06/22/2021.

7900 Westpark Dr. | Suite A405 | McLean, VA 22102

(703) 556-8820 | www.summerconsultants.com

SUMMER

CONSULTANTS

I N C O R P O R A T E D

D E

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1616478

GENERAL NOTES

G1. ALL WORK SHALL BE NEW AND PROVIDED UNDER THIS CONTRACT

UNLESS SPECIFICALLY MARKED "EXISTING", "EXIST.", OR "(E)".

G2. VERIFY LOCATION AND DIMENSIONS OF EXISTING EQUIPMENT AND

COORDINATE ALL WORK PRIOR TO THE START OF CONSTRUCTION.

1. EXISTING WALL IS BLAST RATED AND PENETRATIONS SHOULD BE

LIMITED. WALL INDICATED HAS A TWO-HOUR FIRE RATING.

2. RESTORE SUBFLOOR UPON COMPLETION OF DEMOLITION. PREPARE

SUBFLOOR AND PROVIDE GLASS MAT REINFORCED STATIC DISSIPATIVE

EPOXY FLOORING TO MATCH SURROUNDING.

NOTES

A. LIVERMAN, PE

T. COX, PE

TIEN NGUYEN

AM AM

13,132,045

SOIL BORING LOCATIONS

BUILDING 728

0 40' 80' 1"=40'-0"

' F

M BL

RIM

OM BL

RIM

728 EMERGENCY

GENERATOR

LOCATIONTRENCH 1

TRENCH 3

728-T3-S102

728-T3-S101

728-T1-S101

728-PAD-S2

728-PAD-S1

9/3

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HM-211

GENERAL NOTES

G1. ALL WORK SHALL BE NEW AND PROVIDED UNDER THIS CONTRACT

UNLESS SPECIFICALLY MARKED "EXISTING", "EXIST.", OR "(E)".

G2. VERIFY LOCATION AND DIMENSIONS OF EXISTING EQUIPMENT AND

COORDINATE ALL WORK PRIOR TO THE START OF CONSTRUCTION.

2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

PROFESSIONAL CERTIFICATION. I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF MARYLAND,

LICENSE NO. 20087, WITH EXPIRATION DATE

OF 06/22/2021.

7900 Westpark Dr. | Suite A405 | McLean, VA 22102

(703) 556-8820 | www.summerconsultants.com

SUMMER

CONSULTANTS

I N C O R P O R A T E D

D E

P A

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M E

- I

D, M

B A

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1616478

1. NOT USED.

NOTES

A. LIVERMAN, PE

T. COX, PE

TIEN NGUYEN

13,132,046

BAY

ANTEROOM

BAY

ANTEROOM

BAY

ANTEROOM

BAY

ANTEROOM

BAY

ANTEROOM

BAY

8'0 16' 1/8"=1'-0"

BUILDING 728 FLOOR PLAN

AHU

(E)AHU-3 (E)AHU-4 (E)AHU-5 (E)AHU-6 (E)AHU-7 (E)AHU-8

(E)48x24 LOUVER, TYP.

2 2 2 2 2 2

BAY 2

BAY 1

1222 5 5 5 5 5 5 5 5 5

6 6 6 6 6 6 6 6

4 4 4 4 4 4 4

4 4 4 4 4

ANTEROOM

9/3

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2.D W

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HM-212

2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

PROFESSIONAL CERTIFICATION. I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF MARYLAND,

LICENSE NO. 20087, WITH EXPIRATION DATE

OF 06/22/2021.

7900 Westpark Dr. | Suite A405 | McLean, VA 22102

(703) 556-8820 | www.summerconsultants.com

SUMMER

CONSULTANTS

I N C O R P O R A T E D

D E

P A

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M E

- I

D, M

B A

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1616478

HAZARDOUS MATERIALS SUMMARY

THE FOLLOWING ASBESTOS CONTAINING MATERIALS HAVE BEEN

IDENTIFIED:

GREY DUCT MASTIC

PIPE, VALVE, AND DUCT GASKETS

VALVE AND PUMP PACKINGS

FIRE DOORS

LEAD BASED PAINT WITH LEAD CONCENTRATIONS GREATER THAN OR

EQUAL TO 0.7 MG/CM2 COVER THE FOLLOWING:

METAL DOORS

METAL BEAMS

METAL TANKS

METAL DOOR CASINGS

METAL MOUNTING RACKS

PAINT WITH LEAD CONCENTRATIONS LESS THAN 0.7 MG/CM2 COVER ALL

SURFACES NOT IDENTIFIED AS LEAD BASED PAINT.

METAL FIRE CONTROL PANELS

METAL HVAC UNITS

CONCRETE WALLS

METAL MOUNTING RACKS

GENERAL NOTES

G1. VERIFY LOCATION AND DIMENSIONS OF CONSTRUCTION AND COORDINATE

ALL WORK PRIOR TO THE START OF CONSTRUCTION.

G2. SEE HAZARDOUS MATERIALS SUMMARY ON HM-212.

G3. PROVIDE CONTAINMENT FOR ALL WORK ASSOCIATED WITH ASBESTOS.

NOTES

1. REMOVE MECHANICAL EQUIPMENT. EXISTING PAINT CONTAINS LEAD.

2. REMOVE DUCTWORK INSULATION AND MASTIC. MASTIC CONTAINS

ASBESTOS.

3. NOT USED.

4. WHERE PENETRATING OR MOUNTING TO EXISTING CONCRETE WALL,

PAINT CONTAINS LEAD.

5. REMOVE EXISTING FIRE SUPPRESSION EQUIPMENT. EXISTING PAINT

CONTAINS LEAD.

6. WHERE MOUNTING TO EXISTING STRUCTURAL BEAM, PAINT CONTAINS

LEAD.

A. LIVERMAN, PE

T. COX, PE

TIEN NGUYEN

13,132,047

N O

C-201

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

PROFESSIONAL CERTIFICATION. I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF MARYLAND,

LICENSE NO. 21540, WITH EXPIRATION DATE

OF 03/26/2023.

O F

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Y, S

O F

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21-SF-01164 5

SANITARY SEWER MANHOLE

SYMBOLS

FIRE HYDRANT

WATER VALVE

STORM DRAIN INLET

DETAIL NUMBER ON THE PLAN SHEET

DETAIL SHEET

SCALE

C501

DETAIL_NAME

GENERAL NOTES

1. ALL CONSTRUCTION SHALL CONFORM TO NAVFAC AND/OR MARYLAND STATE

HIGHWAY ADMINISTRATION (MD SHA) STANDARDS AND SPECIFICATIONS. THE

MOST STRINGENT STANDARDS SHALL TAKE PRECEDENCE.

2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING

CONSTRUCTION AND NOTIFY THE CONTRACTING OFFICER IMMEDIATELY IF

THERE ARE ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND

APPROVED PLAN. SHOULD CONFLICTS BE DISCOVERED WITHIN THE

INFORMATION PRESENTED IN THIS PLAN, THE CONTRACTOR SHALL CONTACT

THE CONTRACTING OFFICER TO DISCUSS/RESOLVE THEM.

3. EXISTING UNDERGROUND UTILITY INFORMATION WAS TAKEN FROM

AVAILABLE RECORDS AND LIMITED FIELD RUN LOCATING AND SURVEY. THE

CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL

UTILITIES PRIOR TO CONSTRUCTION AND FOR ANY DAMAGES THAT MAY

OCCUR DUE TO THEIR FAILURE TO LOCATE AND PROTECT THESE

UNDERGROUND FACILITIES.

4. SCAN THE CONSTRUCTION SITE WITH ELECTROMAGNETIC OR SONIC

EQUIPMENT, AND MARK THE SURFACE OF THE GROUND WHERE EXISTING

UNDERGROUND UTILITIES ARE DISCOVERED. VERIFY THE ELEVATIONS OF

EXISTING PIPING, UTILITIES, AND ANY TYPE OF UNDERGROUND

OBSTRUCTION NOT INDICATED OR SPECIFIED TO BE REMOVED BUT

INDICATED OR DISCOVERED DURING SCANNING IN THE LOCATIONS TO BE

TRAVERSED BY PIPING AND OTHER WORK TO BE INSTALLED. VERIFY

ELEVATIONS BEFORE INSTALLING NEW WORK CLOSER THAN NEAREST

MANHOLE OR OTHER STRUCTURE AT WHICH AN ADJUSTMENT IN GRADE CAN

BE MADE.

5. ALL UTILITY INTERRUPTIONS WILL BE SCHEDULED 15 CALENDAR DAYS IN

ADVANCE AND SHOULD BE SCHEDULED FOR AFTER HOURS.

6. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS

AND UTILITIES THAT OCCUR AS A RESULT OF THEIR CONSTRUCTION WITHIN

OR CONTIGUOUS TO EXISTING ROADWAYS.

7. EXISTING TELECOMMUNICATION SYSTEMS SHALL NOT BE INTERRUPTED

WITHOUT ADVANCE PERMISSION OF THE BASE.

8. TYPICAL SECTIONS ARE INTENDED TO SHOW GENERAL FEATURES OF THE

PROPOSED CONSTRUCTION. FOR EXACT DETAILS AT ANY GIVEN LOCATION,

SEE PLANS.

9. THE CONTRACTOR SHALL COMPLY WITH THE MOST STRINGENT

REGULATIONS OF THE MARYLAND STATE HIGHWAY ADMINISTRATION (MD

SHA) STANDARDS AND SPECIFICATIONS (LATEST ADDITION) AND THE

MARYLAND DEPARTMENT OF THE ENVIRONMENT (MDE) SOIL EROSION AND

SEDIMENT CONTROL REGULATIONS.

10. DESIGN COMPLIES WITH THE ENERGY INDEPENDENCE AND SECURITIES ACT

(EISA).

11. EXISTING IMPERVIOUS AREA BEING REMOVED AND REPLACED = 769 SQUARE

FEET.

12. INCREASE IN IMPERVIOUS AREA = 37 SQUARE FEET.

13. THIS PROJECT DOES REQUIRE STORMWATER MANAGEMENT REVIEW AND

APPROVAL BY MDE, WMA. THIS PROJECT HAS A DISTURBANCE OF MORE

THAN 5000 SQUARE FEET.

14. THE PROJECT DOES REQUIRE SEDIMENT AND EROSION CONTROL REVIEW

AND APPROVAL BY MDE, WMA.

15. IT IS ASSUMED THAT ALL EXCAVATED MATERIALS REMOVED FOR

UNDERGROUND UTILITY INSTALLATION CAN BE RE-USED IN THE SAME

LOCATION. IN THE EVENT THE SOILS ARE NOT OF ACCEPTABLE QUALITY TO

MEET COMPACTION REQUIREMENTS OR THE SOILS ARE CONTAMINATED,

THEY SHALL BE DISPOSED OF OFF-SITE AND IN ACCORDANCE WITH STATE

AND FEDERAL LAWS. IF THE SOIL CONTAINS EXPLOSIVE

MATERIALS/RESIDUE, THE CONTRACTING OFFICER SHOULD BE CONSULTED

FOR DIRECTION.

16. CONTRACTOR SHALL DIG TEST PITS AT ALL UTILITY CROSSINGS. A MINIMUM

OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES, EXCEPT FOR

SANITARY SEWER OR PRODUCTION LINE, WHICH REQUIRE 18 INCHES OF

VERTICAL SEPARATION, SHALL BE PROVIDED.

17. ALL FIRE SERVICE SHALL BE PER NFPA AND UFC 3-600-01. MECHANICAL

JOINTS SHALL BE USED TO SECURE JOINTS. JOINTS SHALL BE FULLY

RESTRAINED. ALL MATERIALS SHALL BE CAPABLE OF HANDLING A MINIMUM

WORKING PRESSURE OF 200 PSI.

MAINTENANCE OF TRAFFIC NOTES:

1. THE CONTRACTOR SHALL COORDINATE HIS MAINTENANCE OF TRAFFIC WORK WITH

OTHER CONTRACTORS AND UTILITY COMPANIES WORKING IN THE SAME GENERAL

LOCATION TO MAINTAIN CONTINUITY OF TRAFFIC FLOW AND MINIMIZE CONGESTION.

2. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL BUILDINGS, PARKING

AND LOADING DOCKS AT ALL TIMES.

3. THE CONTRACTOR SHALL GIVE 72-HOURS PRIOR NOTICE TO COR WHEN

MAKING A CHANGE IN TRAFFIC FLOW PATTERNS.

4. THE CONTRACTOR SHALL BE REQUIRED TO NOTIFY FIRE AND/OR POLICE

DEPARTMENTS OF APPROVED ROAD CLOSURES. PERMIT WITH THEIR

APPROVAL MUST BE ONSITE WITH ALL OTHER PERMITS.

5. THE CONTRACTOR SHALL INSTALL SIGNS PRIOR TO COMMENCEMENT OF ALL WORK

AND REMOVED IMMEDIATELY AFTER COMPLETION OF ACTIVITIES. ALL TEMPORARY

SIGNS SHALL BE PLACED IN APPROPRIATE PLACES, BE ADEQUATE TO EXISTING

STREET CONDITIONS, BE STABLE AND FIRMLY INSTALLED. THE TEMPORARY SIGNS

AND MARKING PLACED OR ADJACENT TO THE WORK ZONE SHALL BE CONSISTENT

AND VISIBLE AT ALL TIMES.

6. REFER TO THE MUTCD FOR LOCATION OF TRAFFIC CONTROL DEVICES,

SIGNAGE, STRIPING AND ASSOCIATED DETAILS. IN THE EVENT A TRAFFIC

CONTROL PLAN IS NECESSARY, THE CONTRACTOR SHALL PROVIDE COPIES

TO NAVFAC CONSTRUCTION FOR ROUTING, REVIEW AND APPROVAL BY THE

BASE FIRE DEPARTMENT, SECURITY, SAFETY AND THE BUILDING POC'S.

ANY CLOSURE OF ROADS SHALL BE TEMPORARY WITH APPROPRIATE

SIGNAGE AND WITH APPROVAL OF THE BASE FIRE DEPARTMENT.

LEGEND

ELECTRIC(EXISTING)

STORM DRAIN(EXISTING)

SANITARY SEWER(EXISTING)

STEAM(EXISTING)

TELEPHONE(EXISTING)

WATER(EXISTING)

SDx

STEMx

SANx

FIBER OPTIC(EXISTING)FOx

LIMITS OF DISTURBANCELOD

RIVER WATER(EXISITNG)RWx

EE ELECTRIC(NEW)

RIVER WATER(NEW)RW

13,132,048

DUCTILE IRON PIPE

ABBREVIATIONS

DIP

AutoCAD SHX Text ALPHA CORPORATION 21000 ATLANTIC BLVD, SUITE 400 DULLES, VA. 20166 (703) 450-0800 www.alphacorporation.com

PAN

STEMx

RWx

W x

Ex Ex

STEMx

RWx

VOEGELI ROAD

SDx

12" CONC

EX. 8" RIVER WATER

EX. 8" POTABLE WATER

OLS

W x

EX. 6" RIVER WATER

RWx

W x

NOTES

G C

O N

N P

C-211

1 REMOVE EXISTING ELECTRICAL LINES

REMOVE EXISTING TURF. RESTORE TURF

TO PRE-CONSTRUCTION CONDITION.

REMOVE EXISTING CONCRETE PAD.

RESTORE AREA TO TURF

2 REMOVE EXISTING 6" RIVER WATER

PIPING

3 REMOVE EXISTING STRAINER VAULT

4 REMOVE EXISTING VALVE VAULT

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

PROFESSIONAL CERTIFICATION. I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF MARYLAND,

LICENSE NO. 21540, WITH EXPIRATION DATE

05/31/2021.

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21-SF-01164 5

SEE INSET A

INSET A

REMOVE EXISTING CONCRETE. RESTORE

CONCRETE TO PRE-CONSTRUCTION

CONDITION.

13,132,049

28.80

28.40

28.60

PAN

STEMx

RWx

W x

Ex Ex

STEMx

RWx

VOEGELI ROAD

SDx

12" CONC

EX. 8" RIVER WATER

EX. 8" POTABLE WATER

OLS

W x

EX. 6" RIVER WATER

20+00

20+40

RWRW

W x

30+00

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

PROFESSIONAL CERTIFICATION. I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF MARYLAND,

LICENSE NO. 21540, WITH EXPIRATION DATE

05/31/2021.

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21-SF-01164 5

C-212

1 PROVIDE NEW 6" DUCTILE IRON FIRE

LINE. ALL PIPING JOINTS SHALL BE FULLY

RESTRAINED

SEE PROFILE 2, SHEET C-271

NOTES

PROVIDE NEW ELECTRICAL DUCT BANK

SEE ELECTRICAL DWGS FOR DETAIL.

SEE PROFILE 1, SHEET C-271

PROVIDE NEW CONCRETE EQUIPMENT

PAD. SEE SHEET S-210 FOR DETAILS

2 PROVIDE NEW 6" POST INDICATOR VALVE

PROVIDE NEW 6" 45° HORIZONTAL BEND

SEE INSET A

INSET A

CONTRACTOR STAGING AREA7

13,132,050

6 PROVIDE NEW GRASS SWALE BMP

FACILITY GS-1. SEE SHEET C-216 FOR

DETAILS

collat Highlight

STEMx

RWx

W x

Ex Ex

STEMx

RWx

VOEGELI ROAD

SDx

12" CONC

EX. 8" RIVER WATER

EX. 8" POTABLE WATER

OLS

W x

EX. 6" RIVER WATER

3 1

T C

O N

C-213

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

PROFESSIONAL CERTIFICATION. I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF MARYLAND,

LICENSE NO. 21540, WITH EXPIRATION DATE

05/31/2021.

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21-SF-01164 5

NOTES

MAINTAIN ENTRANCES FOR UTILITY

CONSTRUCTION IN A CONDITION THAT

MINIMIZES TRACKING OF SEDIMENT. ADD

STONE OR MAKE OTHER REPAIRS AS

CONDITIONS DEMAND TO MAINTAIN CLEAN

SURFACE, MOUNTABLE BERM, AND

SPECIFIED DIMENSIONS. IMMEDIATELY

REMOVE STONE AND/OR SEDIMENT SPILLED,

DROPPED, OR TRACKED ONTO ADJACENT

ROADWAY BY VACUUMING, SCRAPING,

AND/OR SWEEPING. WASHING ROADWAY TO

REMOVE MUD TRACKED ONTO PAVEMENT IS

NOT ACCEPTABLE UNLESS WASH WATER IS

DIRECTED TO AN APPROVED SEDIMENT

CONTROL PRACTICE.

NO STANDARD CONSTRUCTION ENTRANCE

1 ONSITE CONCRETE WASHOUT

STRUCTURE - DETAIL 1/C-251

DISTURBANCE WITHIN LOD

EX. IMPERVIOUS TO BE

REMOVED & REPLACED NEW IMPERVIOUS

769 SQFT. 37 SQFT.

NOTE TO CONTRACTOR: EROSION AND SEDIMENT CONTROL SHALL BE STRICTLY ENFORCED

EROSION & SEDIMENT

CONTROL LEGEND

CONCRETE WASHOUT

STRUCTURE

2 ROCK OUTLET PROTECTION II

DETAIL 2/C-251

ROCK OUTLET

PROTECTION II

DRAINAGE AREA

13,132,051

DRAINAGE AREA TO

ROPII

AREA = 0.54 AC

UTILITY TRENCH WORK

FOR ALL UTILITY TRENCH WORK

CONTRACTOR SHALL WORK WITHIN MINIMUM

3-DAY DRY WEATHER (NOAA) FORECAST. NO

WORK AREA SHALL BE LEFT UN-STABILIZED

OVERNIGHT UNLESS RUNOFF IS DIRECTED

TO AN MDE APPROVED DEVICE.

NO STOCKPILING SHALL BE PERMITTED ON

SITE. ALL SURPLUS MATERIAL SHALL BE

REMOVED DAILY.

CONCRETE PAD CONSTRUCTION RUNOFF IS

DIRECTED TO THE INLET PROTECTION

DEVICE

RWx

W xW x

Ex Ex

EPL-1D

STEMx

x STEMx

W x

RWx

VOEGELI ROAD

SDx

12" CONC

EX. 8" RIVER WATER

EX. 8" POTABLE WATER

OLS

ADWx

W x

EX. 6" RIVER WATER

PAN

RWx

W xW x

Ex Ex

EPL-1D

STEMx

W x

RWx

VOEGELI ROAD

SDx

12" CONC

EX. 8" RIVER WATER

EX. 8" POTABLE WATER

OLS

ADWx

W x

EX. 6" RIVER WATER

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

PROFESSIONAL CERTIFICATION. I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF MARYLAND,

LICENSE NO. 21540, WITH EXPIRATION DATE

OF 03/26/2023.

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21-SF-01164 5

L D

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C-214

LEGEND

13,132,052

DRAINAGE AREA

SOIL DIVIDE

UpB

EXISTING IMPERVIOUS TO

BE REMOVED

PROPOSED IMPERVIOUS

AREA

UpB

W x

STEMx

STEM

STEMx

STEM

RWx

W x

Ex Ex

STEMx STEMx

STEMx

STEM

STEMx

RWx

VOEGELI ROAD

SDx

12" CONC

EX. 8" RIVER WATER

EX. 8" POTABLE WATER

OLS

VOEGELI ROAD

W x

EX. 6" RIVER WATER

3 1

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

PROFESSIONAL CERTIFICATION. I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF MARYLAND,

LICENSE NO. 21540, WITH EXPIRATION DATE

05/31/2021.

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21-SF-01164 5

R M

C-215

LEGEND

C-215

DRAINAGE AREA

SOIL DIVIDE

EXISTING IMPERVIOUS TO

BE TREATED

PROPOSED IMPERVIOUS TO

BE TREATED

UpB

DRAINAGE AREA TO

GS-1

AREA = 0.39 ACRE

CN = 89

Tc= 6 MIN

GRASS SWALE GS-1

T C

O N

L D

C-251

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

PROFESSIONAL CERTIFICATION. I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF MARYLAND,

LICENSE NO. 21540, WITH EXPIRATION DATE

05/31/2021.

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21-SF-01164 5

DETAIL H-6 ONSITE CONCRETE

WASHOUT STRUCTURE

DETAIL H-6 ONSITE CONCRETE

WASHOUT STRUCTUREDETAIL D-4-1-B ROCK OUTLET PROTECTION II

13,132,053

C-252

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

PROFESSIONAL CERTIFICATION. I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF MARYLAND,

LICENSE NO. 21540, WITH EXPIRATION DATE

05/31/2021.

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21-SF-01164 5

T C

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13,132,054

C-253

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

PROFESSIONAL CERTIFICATION. I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF MARYLAND,

LICENSE NO. 21540, WITH EXPIRATION DATE

05/31/2021.

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21-SF-01164 5

T C

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13,132,055

T C

O N

L N

C-254

B-4-4 STANDARDS AND SPECIFICATIONS

FOR

TEMPORARY STABILIZATION

Definition

To stabilize disturbed soils with vegetation for up to 6 months.

Purpose

To use fast growing vegetation that provides cover on disturbed soils.

Conditions Where Practice Applies

Exposed soils where ground cover is needed for a period of 6 months or less. For longer duration of time, permanent stabilization practices are required.

Criteria

1. Select one or more of the species or seed mixtures listed in Table B.1 for the appropriate Plant Hardiness Zone (from Figure B.3), and enter them in the Temporary Seeding Summary below along with application rates, seeding dates and seeding depths. If this Summary is not put on the plan and completed, then Table B.1 plus fertilizer and lime rates must be put on the plan.

2. For sites having soil tests performed, use and show the recommended rates by the testing agency.

Soil tests are not required for Temporary Seeding.

3. When stabilization is required outside of a seeding season, apply seed and mulch or straw mulch alone as prescribed in Section B-4-3.A.1.b and maintain until the next seeding season.

Temporary Seeding Summary

Hardiness Zone (from Figure B.3): __________ Seed Mixture (from Table B.1): ____________

No. Species Application Rate (lb/ac)

Seeding Dates

Seeding Depths

Fertilizer Rate

(10-20-20) Lime Rate

436 lb/ac (10 lb/1000 sf)

2 tons/ac (90 lb/1000 sf)

B.18

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

PROFESSIONAL CERTIFICATION. I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF MARYLAND,

LICENSE NO. 21540, WITH EXPIRATION DATE

05/31/2021.

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21-SF-01164 5

UpB

Voegeli Rd

Olse n

13,132,056

Ex Ex

STEMx

RWx

EX. 8" POTABLE WATER

W x

28.80

28.40

28.60

0+10 0+20 0+30

MIN 1.2'

DEPTH

4.5' WIDTH

PROPOSED

GRADE

EXISTING

GRADE

GRASS SWALE-1 INFORMATION:

DIMENSIONS

BOTTOM AREA= 180 SF

D (MIN)= 1.0 FT

W (MIN)= 4.5 FT

FLOWS

Q (1)= 0.83

Q (2)=1.09 CFS

Q(10)= 1.86 CFS

MAXIMUM VELOCITIES

V (1)= 0.43 FPS

V (2)= 0.46 FPS

V(10)= 0.56 FPS

MAXIMUM DEPTHS

D (1)= 0.35 FT

D (2)= 0.41 FT

D(10)= 0.55 FT

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

PROFESSIONAL CERTIFICATION. I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF MARYLAND,

LICENSE NO. 21540, WITH EXPIRATION DATE

05/31/2021.

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21-SF-01164 5

G R

C-261

4.5' WIDTH

GRASS SWALEGS-1

BLDG 728 BACKUP UTILITIES 21-SF-0116

4.5 FT

40.0 FT

N/A

0.85 FT

0.65 FT

1:3

1.0%

N/A

SCALE: 1" = 10'

C-261

GRASS SWALE GS-1 PLAN VIEW

SCALE: H: 1" = 10' V: 1"= 2'

H-H

C-261

GRASS SWALE GS-1 SECTION H-H

STORMWATER MAINTENANCE SCHEDULE

GRASS SWALE

MONTHLY INSPECTION

Inspection Item Inspection Requirements Check for trash and debris in channel including inlets, outlets, and area around facility.

Grass Cover Grass in swale must be maintained at a height of 4 to 6 inches.

Check for channelizing and bare spots.

Remedial Action Remove all trash and debris and dispose in an acceptable manner.

Unclog all openings.

Mow side slopes when grass exceeds 12 inches in height.

Mow channel at least bi-annually.

Remove grass clippings.

Re-plant with topsoil, seed, and matting.

Inspection Item Inspection Requirements Sediment Accumulation

Erosion

SEASONAL INSPECTION AND AFTER A MAJOR STORM

Remedial Action Check for accumulated sediment and clogged openings.

Check inflow, channel, outfall, and side slopes for evidence of erosion, rills, gullies, and runoff channelization.

When sediment accumulates to 2 inches in depth, remove sediment.

Remove sediment from any clogged openings.

Dispose of all sediment in an acceptable location.

Re-plant with topsoil, seed, and matting.

Re-grade if concentrated runoff to the facility is causing rills or gullying.

Grade, vegetate, and/or armor to provide stable conveyance in accordance with approved plans.

ANNUAL INSPECTION

Inspection Item Inspection Requirements Maintenance Access Overall Function of Facility

Check for accessibility to facility.

Check that flow conveyance is operating as designed

Remedial Action Prevent excessive vegetative growth, erosion, and obstructions on access way.

Repair to good condition according to specifications on the approved plans.

Debris and Trash

GRASS SWALE GS-1

20+00 20+40

EXISTING GRADE

C Y

O R

8-WAY DUCT BANK

E Q

. S

12" MIN

. W

. S

. E

3.0' MIN

30+00 30+40

" P

5° H

O R

5° H

O R

CLASS 350 6" DIP

EXISTING GRADE

3.5' MIN

P R

C-271

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

PROFESSIONAL CERTIFICATION. I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF MARYLAND,

LICENSE NO. 21540, WITH EXPIRATION DATE

05/31/2021.

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21-SF-01164 5

1 8-WAY DUCT BANK STA. 20+00 TO 20+50

2 6" FIRE SERVICE STA. 30+00 TO 30+44

H:V:

NOTE: CONTRACTOR TO LOCATE VERTICAL AND HORIZONTAL LOCATION OF ALL

EXISTING UTILITIES CROSSING NEW UTILITY LINES. 16

13,132,057

U C

A L

N O

A N

D A

B B

R E

N S

13,132,058

S-200

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

PROFESSIONAL CERTIFICATION. I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF MARYLAND,

LICENSE NO. 25559, WITH EXPIRATION DATE

OF 02/15/2023.

SUMMER

CONSULTANTS

I N C O R P O R A T E D

D E

P A

E N

T O

E N

A V

- I

D, M

A S

Y , S

D E

P A

E N

T O

E N

A V

N A

V A

S E

N G

E R

C O

M M

A N

W A

S H

N A

V A

S E

N G

E R

C O

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A N

O N

A N

D E

N V

N M

E N

T D

5285 Shawnee Road, Suite 100, Alexandria, VA 22312-2334

DAW CAD CJS

FIRE PROTECTION S. WU, PE

APPROVED

A. LIVERMAN, PE

T. COX, PE

TIEN NGUYEN

1616478

4 5

LEGEND

EARTHCONCRETE GRAVEL

CONSTRUCTION SHALL COMPLY WITH, AND DESIGN HAS BEEN PERFORMED IN

ACCORDANCE WITH, THE PROJECT SPECIFICATIONS AND THE NOTES BELOW. IF THERE

ARE ANY PERCEIVED CONFLICTS BETWEEN THE SPECIFICATIONS AND THE NOTES OR THE

DRAWINGS, THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR CLARIFICATION TO

THE PROJECT MANAGER.

A. CODES, STANDARDS, AND REFERENCES

1. BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC)-2018 AS MODIFIED BY

UNIFIED FACILITIES CRITERIA (UFC).

2. CONCRETE CODES: SPECIFICATIONS FOR STRUCTURAL CONCRETE ( ACI 301-10)

AND BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ( ACI 318-14).

REINFORCING DETAILS SHALL CONFORM TO THE ACI DETAILING MANUAL AND CRSI

STANDARDS.

3. STEEL CODES: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (ANSI/AISC

360-16).

4. OTHER REFERENCED STANDARDS:

a. ASCE/SEI 7-16 MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR

BUILDINGS AND OTHER STRUCTURES.

b. UFC 1-200-01 DoD BUILDING CODE DATED 8 OCTOBER 2019.

c. UFC 3-301-01 STRUCTURAL ENGINEERING DATED 1 OCTOBER 2019.

C. WIND LOADS

1. BASIC WIND SPEED:

a. ULTIMATE DESIGN WIND SPEED, Vult, (3-SECOND GUST): 111 MPH.

b. NOMINAL DESIGN WIND SPEED, Vasd: 86 MPH.

2. WIND EXPOSURE CATEGORY: C.

E. GEOTECHNICAL CRITERIA

1. THE GEOTECHNICAL CRITERIA LISTED BELOW IS IN ACCORDANCE WITH THE

GEOTECHNICAL REPORT PREPARED BY ECS MID-ATLANTIC, LLC AND DATED

AUGUST 10, 2020.

2. DESIGN SOIL BEARING PRESSURE: 2000 PSF.

D. SEISMIC CRITERIA

1. SITE CLASS IS: D (PER GEOTECHNICAL REPORT).

2. SEISMIC IMPORTANCE FACTOR (IE): 1.0.

3. MAPPED SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS (S S): 0.140.

4. MAPPED SPECTRAL RESPONSE ACCELERATION AT 1-SECOND PERIOD (S 1): 0.044.

5. DESIGN SPECTRAL ACCELERATION PARAMETER AT SHORT PERIODS (S DS): 0.149.

6. DESIGN SPECTRAL ACCELERATION PARAMETER AT 1-SECOND PERIOD (S D1): 0.070.

7. SEISMIC DESIGN CATEGORY: B.

B. OCCUPANCY

1. RISK CATEGORY: II.

F. MATERIALS AND PHYSICAL PROPERTIES

1. "(___)" INDICATES ASTM STANDARD FOR WHICH MATERIAL SHALL CONFORM.

2. CONCRETE PROPERTIES SHALL CONFORM TO THE CRITERIA SPECIFIED IN TABLE 1

ON THIS SHEET.

3. CONCRETE REINFORCEMENT (A615, GRADE 60)................................. Fy=60,000 psi

4. STRUCTURAL STEEL

a. PIPES (A53, GRADE B).......................................................................... Fy=35,000 psi

G. GENERATOR PAD TURNDOWNS

1. BOTTOMS OF ALL TURNDOWNS SHALL EXTEND 1'-0" MINIMUM INTO UNDISTURBED

SOIL AND, WHERE SUBJECT TO FROST ACTION, AT LEAST 2'-6" BELOW FINISHED

GRADE.

2. WHERE BEARING ON UNDISTURBED VIRGIN SOIL IS NOT POSSIBLE AT TURNDOWN

DEPTHS INDICATED, TURNDOWNS SHALL BE SUPPORTED ON CONTROLLED FILL OR

TURNDOWNS SHALL BE LOWERED AND SHALL BEAR ON VIRGIN SOIL.

3. IF THE DESIGN SOIL BEARING PRESSURE NOTED IN THE STRUCTURAL NOTES

SECTION "GEOTECHNICAL CRITERIA" CANNOT BE ACHIEVED AT THE TURNDOWN

DEPTHS INDICATED ON PLAN, THE PROJECT MANAGER SHALL BE NOTIFIED IN

WRITING FOR GUIDANCE.

4. TURNDOWN SUBGRADE SHALL BE APPROVED BY THE PROJECT MANAGER PRIOR

TO PLACEMENT OF CONCRETE.

H. BACKFILL PLACEMENT AND COMPACTION

1. ALL FILL MATERIAL SHALL BE PLACED IN MAXIMUM LOOSE LIFTS OF 8" AND SHALL

BE COMPACTED TO DRY DENSITIES OF AT LEAST 95 PERCENT OF THE STANDARD

PROCTOR MAXIMUM DRY DENSITY (ASTM D-698).

J. CAST-IN-PLACE CONCRETE CONSTRUCTION

1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 318, ACI 301,

AND THE ACI DETAILING MANUAL, EXCEPT AS MODIFIED BY THE CONTRACT

SPECIFICATIONS AND SUPPLEMENTAL REQUIREMENTS BELOW.

2. SEE STRUCTURAL NOTES SECTION "MATERIALS AND PHYSICAL PROPERTIES" FOR

CONCRETE STRENGTHS AND PROPERTIES.

3. ADD HIGH-RANGE WATER REDUCING ADMIXTURE (SUPER PLASTICIZER) TO

CONCRETE MIX FOR PUMPED CONCRETE AND WHERE REQUIRED FOR

WORKABILITY. LIMIT SLUMP IN CONCRETE TO 8" AFTER ADDITION OF HIGH-RANGE

WATER REDUCER TO CONCRETE VERIFIED TO HAVE A 2"-4" SLUMP.

4. CONCRETE TEST CYLINDERS SHALL BE TAKEN IN ACCORDANCE WITH THE

REQUIREMENTS OF ACI 318, CHAPTER 26 AND THE CONTRACT SPECIFICATIONS.

5. SEE CONTRACT SPECIFICATIONS, SECTION 03 30 00 "CAST-IN-PLACE CONCRETE"

FOR ADMIXTURE REQUIREMENTS. ADMIXTURE DOSAGE, ADDITION TIMES,

COMPATIBILITY WITH OTHER ADMIXTURES, AND COMPATIBILITY WITH OTHER MIX

CONSTITUENTS SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER.

K. CONCRETE REINFORCEMENT

1. SEE STRUCTURAL NOTES SECTION "MATERIALS AND PHYSICAL PROPERTIES" FOR

CONCRETE REINFORCEMENT STRENGTH.

2. DETAILS OF STEEL REINFORCEMENT SHALL CONFORM TO ACI 318 AND CRSI

STANDARDS.

3. CONCRETE PROTECTION FOR STEEL REINFORCEMENT OF CAST-IN-PLACE

CONCRETE SHALL BE AS SPECIFIED IN TABLE 2 ON THIS SHEET, UNLESS NOTED

OTHERWISE.

4. UNLESS NOTED OTHERWISE, ALL SPLICES FOR REINFORCING SHALL BE CLASS B

LAP SPLICES. WELDED SPLICES SHALL NOT BE USED.

5. WHEN REINFORCING STEEL IS NOTED AS CONTINUOUS IN PADS, SPLICE

CONTINUOUS REINFORCING STEEL ONLY WHEN UNAVOIDABLE DUE TO STOCK

LENGTHS. STAGGER ALL SPLICES A MINIMUM OF 8'-0". ADJACENT BAR SPLICES

ARE NOT ACCEPTABLE.

M. GENERAL CONTRACTOR

1. STRUCTURAL DRAWINGS SHALL BE USED ONLY IN CONJUNCTION WITH THE CIVIL

AND MEP DRAWINGS, WHICH SHALL BE PROVIDED TO ALL SUBCONTRACTORS

RESPONSIBLE FOR STRUCTURAL CONSTRUCTION.

2. SHOP DRAWINGS FOR ALL STRUCTURAL ITEMS ARE PART OF THE STRUCTURAL

DESIGN AND SHALL BE SUBMITTED TO THE PROJECT MANAGER FOR REVIEW AND

APPROVAL PRIOR TO FABRICATION AND CONSTRUCTION.

LIST OF ABBREVIATIONS

& AND

@ AT

℄, CL CENTERLINE

Ø DIAMETER

#, NO. NUMBER

% PERCENT

ABV ABOVE

ACI AMERICAN CONCRETE

INSTITUTE

ADDL ADDITIONAL

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

ALT ALTERNATE

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

APPROX APPROXIMATE

ASCE AMERICAN SOCIETY OF CIVIL

ENGINEERS

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

B.O. BOTTOM OF

CLR CLEAR

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

CRSI CONCRETE REINFORCING

STEEL INSTITUTE

DIA DIAMETER

DIM(S) DIMENSION(S)

DIV DIVISION

DWG(S) DRAWING(S)

E.F. EACH FACE

EL, ELEV ELEVATION

ELEC ELECTRICAL

EMBED EMBEDMENT

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

E.W. EACH WAY

FDN FOUNDATION

F.S. FOOTING STEP

FT FOOT OR FEET

FTG FOOTING

HORIZ HORIZONTAL

HT HEIGHT

IBC INTERNATIONAL BUILDING

CODE

ICC INTERNATIONAL CODE

COUNCIL

IN INCH

JT JOINT

K KIP(S)

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

LB, # POUNDS

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL &

PLUMBING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MPH MILES PER HOUR

NIC NOT IN CONTRACT

NTS NOT TO SCALE

O.C. ON CENTER

OPP OPPOSITE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

REINF REINFORCING,

REINFORCEMENT

REQD REQUIRED

R.O. ROUGH OPENING

S.F. SQUARE FEET

SIM SIMILAR

SPA SPACES (SPACING)

SPECS SPECIFICATIONS

STD STANDARD

T&B TOP AND BOTTOM

TEMP TEMPORARY

THRU THROUGH

T.O. TOP OF

T&S TEMPERATURE AND

SHRINKAGE

TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT VERTICAL

V.I.F. VERIFY IN FIELD

W/ WITH

W/O WITHOUT

STRUCTURAL NOTES

N. SPECIAL INSPECTIONS

1. SPECIAL INSPECTIONS SHALL BE COMPLETED N ACCORDANCE WITH CHAPTER 17

OF THE 2018 IBC AND SPECIFICATION SECTION 01 45 35.

f'c (MINIMUM

ULTIMATE

COMPRESSIVE

STRENGTH

AT 28 DAYS (PSI)

MAXIMUM

WATER/

CEMENTITIOUS

MATERIALS

RATIO

ENTRAINED

AIR CONTENT

TABLE 1: CONCRETE MIX DESIGN PROPERTIES

STRUCTURE

TYPE

UNIT

WEIGHT

NOTES:

1. THE PROPORTIONING OF THE CONCRETE MIXTURES SHALL SATISFY THE EXPOSURE CATEGORIES AND CLASSES SPECIFIED IN THIS TABLE AS RELATED TO THE MIX

PROPORTIONING REQUIREMENTS OF ACI 318.

2. NW DESIGNATES NORMAL WEIGHT CONCRETE.

FREEZING

AND

THAWING

(F)

SULFATE

(S)

IN CONTACT

WITH

WATER

(W)

CORROSION

PROTECTION OF

REINFORCEMENT

(C)

NOTES

F1 S0GENERATOR PADS W/ TURNDOWNS 6%0.405000

3"3"---TURNDOWNS 3"

TABLE 2: CONCRETE PROTECTION

TYPE OF

STRUCTURE

NOT EXPOSED

TO EARTH OR

WEATHER IN

SERVICE

EXPOSED TO EARTH OR

WEATHER IN SERVICE EARTH

FORMED#5 OR

SMALLER

#6 OR

LARGER

GENERATOR PADS --- 11

2" 2" 3"

NW W0 C1

F1 S0BOLLARD FILL AND FOUNDATIONS 6%0.553500 NW W0 C1

3"3"---BOLLARD FDNS 3"

L. STRUCTURAL STEEL

1. SEE STRUCTURAL NOTES SECTION "MATERIALS AND PHYSICAL PROPERTIES" FOR

THE STRENGTH OF STRUCTURAL STEEL.

2. STRUCTURAL STEEL BELOW GRADE SHALL HAVE A MINIMUM OF 3" CONCRETE

COVER.

3. UNLESS NOTED OTHERWISE, ALL STRUCTURAL STEEL MEMBERS SHALLHAVE

APPLIED ONE SHOP COAT OF A TWO-COMPONENT EPOXY ANTI-CORROSIVE

PRIMER PIGMENTED WITH ZINC, TWO MILS DRY FILM THICKNESS, AND ONE COAT

OF A TWO-COMPONENT ACRYLIC POLYURETHANE FINISH COAT, TWO MILS DRY

FILM THICKNESS.

G E

N E

R A

P A

D P

13,132,059

S-210

S-210 S-210

BUILDING 728 GENERATOR PAD PLAN

SCALE: 3/8" = 1'-0"

GRAPHIC SCALE

0 4' 6'

3/8" = 1'-0"

CAUTION: IF THIS DRAWING

IS A REDUCTION, GRAPHIC

SCALES MUST BE USED.

S-210 S-250

TYP

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

PROFESSIONAL CERTIFICATION. I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF MARYLAND,

LICENSE NO. 25559, WITH EXPIRATION DATE

OF 02/15/2023.

SUMMER

CONSULTANTS

I N C O R P O R A T E D

D E

P A

E N

T O

E N

A V

- I

D, M

A S

Y , S

D E

P A

E N

T O

E N

A V

N A

V A

S E

N G

E R

C O

M M

A N

W A

S H

N A

V A

S E

N G

E R

C O

M M

A N

O N

A N

D E

N V

N M

E N

T D

5285 Shawnee Road, Suite 100, Alexandria, VA 22312-2334

DAW CAD CJS

FIRE PROTECTION S. WU, PE

APPROVED

A. LIVERMAN, PE

T. COX, PE

TIEN NGUYEN

1616478

4 5

NOTES:

1. EP1 INDICATES 12" THICK GENERATOR PAD, REINFORCED WITH #5@12" O.C. E.W., T&B.

2. PROVIDE CLEAR DISTANCE, AS SHOWN, BETWEEN GENERATOR AND EDGE OF PAD.

3. COORDINATE GENERATOR PAD LOCATION AND ORIENTATION WITH CIVIL DRAWINGS.

4. COORDINATE GENERATOR PAD SIZE WITH APPROVED ELECTRICAL SHOP DRAWINGS.

5. IF NEEDED, PROVIDE CONSTRUCTION JOINTS PER 3/S-250.

35'-4"±

EP1

34'-4"±

NOTE 4

GENERATOR, MAX. OPERATING

WEIGHT = 60,000 LB

O N

S A

N D

D E

13,132,060

S-250

S-210 S-250

GENERATOR PAD SECTION

SCALE: 1" = 1'-0"

S-250 S-250

GENERATOR PAD CONSTRUCTION JOINT DETAIL

SCALE: 1" = 1'-0"

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

PROFESSIONAL CERTIFICATION. I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF MARYLAND,

LICENSE NO. 25559, WITH EXPIRATION DATE

OF 02/15/2023.

SUMMER

CONSULTANTS

I N C O R P O R A T E D

D E

P A

E N

T O

E N

A V

- I

D, M

A S

Y , S

D E

P A

E N

T O

E N

A V

N A

V A

S E

N G

E R

C O

M M

A N

W A

S H

N A

V A

S E

N G

E R

C O

M M

A N

O N

A N

D E

N V

N M

E N

T D

5285 Shawnee Road, Suite 100, Alexandria, VA 22312-2334

DAW CAD CJS

FIRE PROTECTION S. WU, PE

APPROVED

A. LIVERMAN, PE

T. COX, PE

TIEN NGUYEN

1616478

4 5

NOTES:

1. SEE PLAN 1/S-210 AND SECTION 1/S-250 FOR PAD REINFORCING AND

INFORMATION NOT SHOWN.

S-250 S-250

TYPICAL NON-CRASH

BOLLARD DETAIL

SCALE: 1/2" = 1'-0"

GRAPHIC SCALE

1/2" = 1'-0"

0 1' 2' 4'

1" = 1'-0"

1' 2'1/2'

CAUTION: IF THIS DRAWING

IS A REDUCTION, GRAPHIC

SCALES MUST BE USED.

#5@12" O.C.

EACH WAY

1'-0"

CLR

GRANULAR FILL, PER

STRUCTURAL NOTES

3/4" CHAMFER CORNER, TYP

NOTES:

1. COORDINATE GENERATOR PAD SIZE WITH APPROVED ELECTRICAL

SHOP DRAWINGS, COORDINATE PAD LOCATION WITH CIVIL DRAWINGS.

2. UNLESS NOTED OTHERWISE, PROVIDE A MINIMUM 6" CLEAR DISTANCE

BETWEEN GENERATOR AND EDGE OF PAD.

(5) #5 CONT AROUND

PERIMETER WITH

CORNER DOWELS

NOTE 2

GENERATOR, PER ELEC DWGS#5@12" O.C.

DOWELS

2'-0" Ø

(MIN)

CONCRETE DOME

(6) #5 VERTICAL BARS

PIPE 6 STD STEEL PIPE BOLLARD

FILLED WITH CONCRETE PAINTED

YELLOW, REFLECTIVE

FINISHED GRADE; SEE CIVIL DWGS

CONCRETE FILLED SET HOLE

#3 TIES @12" O.C.

NOTES:

1. SEE ELECTRICAL AND CIVIL SITE PLANS FOR BOLLARD LOCATIONS.

2. THIS BOLLARD HAS NOT BEEN DESIGNED FOR VEHICULAR TRAFFIC AND IS

A VISUAL DETERRENT FOR PROTECTION ONLY.

MAX

GENERATOR PAD,

SEE PLAN

INTERRUPT BARS AT

JOINT LOCATIONS

CONTINUOUS KEY,

CENTERED IN

DEPTH OF PAD

#5@12" O.C. DOWELS

x 3'-0" LONG

3/2

4/2

1 6 :47

:55 P

1.5

-2

W G

MCP ACJ MTS

L E

G E

N D

R E

R M

FA-201

GENERAL NOTES

1. THE SCOPE OF THIS PROJECT INCLUDES DESIGNING AND PROVIDING A COMPLETE,

INTELLIGENT, ADDRESSABLE, BUILDING FIRE ALARM NOTIFICATION AND DETECTION

SYSTEM AS DESCRIBED HEREIN AND ON THE CONTRACT DRAWINGS FOR BUILDING 728

AND IT'S SURROUNDING STRUCTURES. IN ADDITION, THE CONTRACTOR SHALL DESIGN

AND PROVIDE THE DETECTION AND RELEASING FOR MULTIPLE DELUGE SYSTEMS. THE

SYSTEMS SHALL INCLUDE ALL WIRING, RACEWAYS, PULL BOXES, TERMINAL CABINETS,

OUTLET AND MOUNTING BOXES, CONTROL EQUIPMENT, ALARM AND SUPERVISORY

SIGNALS, INITIATING DEVICES, ALARM NOTIFICATION APPLIANCES, NOTIFICATION

APPLIANCE CIRCUIT PANELS, INTERFACE EQUIPMENT, AND ALL OTHER ACCESSORIES

AND MISCELLANEOUS ITEMS INCLUDING SOFTWARE, SYSTEM PROGRAMMING, TESTING

AND CONSTRUCTION PERMITS REQUIRED FOR A COMPLETE OPERATING SYSTEM EVEN

THOUGH EACH ITEM IS NOT SPECIFICALLY MENTIONED OR DESCRIBED. THE SYSTEMS

SHALL COMPLY WITH THE UNIFIED FACILITIES CRITERIA 3-600-01 CHANGE 4, 7 FEBRUARY

2020 AND NFPA STANDARDS 70 (2017) AND 72 (2019). THE EQUIPMENT PROVIDED BY THE

CONTRACTOR SHALL BE LISTED FOR THE INTENDED PURPOSE BY A NATIONALLY

RECOGNIZED TESTING LABORATORY.

2. SECURE ALL NECESSARY CONSTRUCTION PERMITS, INSPECTIONS AND FINAL SYSTEM

ACCEPTANCE FROM THE CONSTRUCTION MANAGER.

3. CONTRACT DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY AND MUST BE USED

IN CONJUNCTION TO OBTAIN COMPLETE CONSTRUCTION INFORMATION. QUESTIONS

REGARDING DESIGN INTENT OR SYSTEM OPERATION SHALL BE PROMPTLY BROUGHT TO

THE ATTENTION OF THE CONSTRUCTION MANAGER.

4. "WEATHERPROOF" SHALL MEAN SUITABLE FOR OUTDOOR USE AND WET LOCATIONS.

5. ANY CONFLICTS BETWEEN SPECIFICATIONS AND DRAWINGS SHALL BE BROUGHT TO

THE CONSTRUCTION MANAGER'S ATTENTION IMMEDIATELY. THE CONTRACTOR(S)

SHALL NOT PROCEED WITH ANY WORK EXCEPT AT THEIR OWN RISK, UNTIL

CLARIFICATIONS OF CONFLICTS ARE ISSUED TO THE CONTRACTORS BY THE

CONSTRUCTION MANAGER.

6. DIMENSIONS SHALL GOVERN. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

CONDITIONS AT JOB SITE CONCERNING WORK BEFORE PROCEEDING WITH EITHER

FABRICATION OR INSTALLATION.

7. AVOID ALL CONFLICTS WITH LIGHT FIXTURES, HVAC DIFFUSERS, GRILLS, DUCTS,

CONDUIT AND OTHER PIPING OR OTHER OBSTRUCTIONS ENCOUNTERED. COORDINATE

ALL WORK WITH FIELD CONDITIONS.

8. DUCTWORK, PIPING, MECHANICAL EQUIPMENT, CEILINGS, FURNISHINGS AND FIXTURES

SHALL NOT BE UTILIZED AS LADDERS, SCAFFOLDING OR WORK PLATFORMS.

9. ALL DAMAGE TO WALLS, CEILINGS, FLOORS AND STRUCTURAL MEMBERS FROM

PENETRATIONS, INSTALLATIONS OR OTHER ACTIONS OF THE CONTRACTOR SHALL BE

PATCHED, REPAIRED AND PAINTED WITH MATERIALS BY THE CONTRACTOR TO MATCH

ADJACENT WORK, WHETHER SPECIFICALLY NOTED OR NOT.

10. NO STRUCTURAL MEMBERS SHALL BE CUT, DRILLED OR BURNED UNLESS PREVIOUSLY

APPROVED BY THE CONSTRUCTION MANAGER. CONTRACTOR SHALL NOT CUT OR

PATCH STRUCTURAL WORK IN…

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