Attachment 1 Statement of Work.pdf

COVER PAGE

NOTICE

For Specifications: The following Project Specifications are for a Three (3) Phase Project. This Job is ONLY for Phase one (1) and two (2) noted under section 1.5-A (Page 37):

1.5 PHASED CONSTRUCTION

A. The Total Work shall be conducted in three phases:

Phase 1 – New site electrical service from Building 6 to Building 54.

Phase 2 – Switchover of electrical power from new duct bank to Building 54. Intent is minimize power interruption to Building 54.

For Statement of Work (SOW) / Drawings: The following Project Drawings are for a Three (3) Phase Project. This Job is ONLY for Phase one (1) and two (2):

Only these sheets apply to this Phase one (1) and Phase two (2) job.

• G001

• C1.0

• E001

• ES101

• ES102

SCALE:

SITE LOCATION PLAN

NTS

CS SCALE:

VICINITY PLAN

NTS

CS

3040 WILLIAMS DRIVE, SUITE 600

FAIRFAX, VIRGINIA 22031

P: 703-691-2115 www. .com

TM

PROJECT NUMBER: SIGQ222911.22

G001

PROJECT COVER

SHEET

DRAWING LIST

SHEET DRAWING TITLE

1 G001 GENERAL COVER SHEET

USDA AGRICULTURAL RESEARCH TECHNOLOGY CENTER

TASK ORDER #12805B22F0158

2000 18TH STREET, WOODWARD, OK, 73801

DESIGN UNDERGROUND UTILITY PLAN AND DEMOLITION OF BUILDING #7

2 C1.0 ENGINEERING NOTES

4 PS001 PLUMBING SITE PLAN - DEMOLITION

M001 GENERAL NOTES, SYMBOLS & ABBREVIATIONS5

MD101 MECHANICAL BASEMENT PLAN - DEMOLITION

MD102 MECHANICAL FIRST AND SECOND FLOOR PLAN - DEMOLITION

10 ES102 ELECTRICAL SITE PLAN - PHASE 2

8 E001 GENERAL NOTES, SYMBOLS & ABBREVIATIONS

9 ES101 ELECTRICAL SITE PLAN - PHASE 1

3 C2.0 ENGINEERING SITE PLAN

PHASE 1 PHASE 2 PHASE 3

REF REF

REFREF

REF REF

REF

REFREF

REFREF

REF

REF

REF

REF REF

11 ES103 ELECTRICAL SITE PLAN - PHASE 3REF REF

Walter P. Moore and Associates, Inc.

7666 East 61st Street, Suite 251 Tulsa, Oklahoma 74133

918.806.7200 main

101 Park Avenue, Suite 1300 Oklahoma City, Oklahoma 73102 405.493.0500

3040 WILLIAMS DRIVE, SUITE 600

FAIRFAX, VIRGINIA 22031

P: 703-691-2115 www. .com

TM

PROJECT NUMBER:SAG16056.01

Original drawing size is 30"x42"; Scale entities accordingly if reduced/enlarged.Plotted By: DANIEL ASHBAUGH Plot Date: 12/13/2022 10:36:20 AM Saved By: DANIELA File: X:\C12\2022\22002-00 Setty USDA Woodward Demo\3-Production\03-Sheets\C12-22002-00 DM & ECP.dwg Save Date: 12/01/2022 10:41 AM

GRADING NOTES:

1. NEW CONTOURS DENOTE TOP OF FINISHED PAVING OR GRADED AREA AS INDICATED. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE, UNLESS

NOTED OTHERWISE.

2. NOTIFY ENGINEER IF EXISTING GROUND CONDITIONS VARY FROM THOSE SHOWN ON PLANS.

3. PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREAS. NO PONDING OF WATER SHALL BE ALLOWED. THE CONTRACTOR

SHALL GRADE ALL AREAS TO POSITIVELY DRAIN AWAY FROM BUILDINGS.

4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DEWATER AND STABILIZE ANY SOFT SOILS AS NEEDED TO REACH OPTIMUM SOIL

CONDITIONS.

5. ALL DISTURBED AREAS SHALL BE SODDED. CONTRACTOR SHALL BE RESPONSIBLE FOR SODDED AREAS UNTIL GROWTH IS ESTABLISHED.

6. TOPSOIL SHALL BE STRIPPED, STOCKPILED ON-SITE AND SPREAD AFTER GRADING OPERATIONS. TOPSOIL SHALL BE SPREAD TO A DEPTH NOT

EXCEEDING 6 INCHES AND COORDINATED WITH THE LANDSCAPE PLANS AND SPECIFICATIONS.

7. CONTRACTOR SHALL PROVIDE WATER AS REQUIRED TO OBTAIN STANDARD COMPACTION.

8. THE EARTHWORK CONTRACTOR IS ULTIMATELY RESPONSIBLE TO IMPORT OR EXPORT MATERIAL AS NECESSARY TO ACHIEVE THE GRADES SHOWN

ON THE CIVIL ENGINEER'S DOCUMENTS.

9. OFF-SITE BORROW SOILS SHALL BE EVALUATED AND APPROVED BY THE OWNER PRIOR TO USE ON THE SITE. ALL PROPOSED FILL SOILS SHALL BE

TESTED AND APPROVED PRIOR TO PLACEMENT.

10. ALL DIMENSIONS OR ELEVATIONS MARKED TO MATCH EXISTING SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER OF

ANY CONFLICTS WITH THE DRAWINGS PRIOR TO CONSTRUCTION.

11. GENERAL FILL MATERIAL MAY BE ANY NATIVE SOIL FREE OF DEBRIS, TRASH, ROCKS OVER 2 INCHES IN DIAMETER AND OTHER OBJECTIONABLE MATERIAL. GENERAL FILL SHALL BE PLACED AND COMPACTED IN LIFTS NOT EXCEEDING 8" IN THICKNESS TO 95 PERCENT STANDARD DENSITY AS DEFINED BY ASTM D 698. IF FINE GRAINED SILT OR CLAY SOIL IS USED FOR FILL, CLOSE MOISTURE CONTROL WILL BE REQUIRED TO ACHIEVE THE

RECOMMENDED COMPACTION.

12. WHEN RUBBLE IS ENCOUNTERED, IT SHALL BE OVER-EXCAVATED AND REMOVED, AND LAWFULLY DISPOSED OF. THE OVER-EXCAVATED AREAS

SHALL BE RE-FILLED WITH GENERAL FILL.

13. THE CONTRACTOR IS RESPONSIBLE TO ENSURE ALL EXCAVATIONS ARE MADE IN ACCORDANCE WITH CURRENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) CONSTRUCTION STANDARDS. IN ADDITION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH OSHA STANDARDS AND REGULATIONS PERTAINING TO ALL ASPECTS OF THE WORK INCLUDING ENTERING CONFINED SPACES.

SEDIMENTATION & EROSION CONTROL NOTES:

1. ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE EXECUTION OF ANY DEMOLITION OR GRADING WORK AND SHALL BE MAINTAINED BY THE GRADING CONTRACTOR FOR THE DURATION OF THE PROJECT.

2. SEDIMENT FILTER, SILT FENCE AND STABILIZED CONSTRUCTION ENTRANCES SHALL BE CONSTRUCTED PER LOCAL JURISDICTIONAL

REQUIREMENTS.

3. SEDIMENT COLLECTED BEHIND THE SEDIMENT FILTERS AND SILT FENCES SHALL BE REMOVED WHEN SEDIMENT REACHES ONE THIRD THE HEIGHT

OF THE BARRIER.

4. SEDIMENT FILTERS AND SEDIMENT FENCES SHALL BE INSPECTED AND MAINTAINED NO LESS THAN WEEKLY OR WITHIN 24 HOURS OF A RAINFALL EVENT OF 0.5 INCHES OR MORE. MAINTENANCE SHALL INCLUDE BUT NOT LIMITED TO SEDIMENT REMOVAL, BARRIER REPAIR AND/OR

REPLACEMENT.

5. THE CONTRACTOR SHALL CONSTRUCT AS A MINIMUM ONE STABILIZED CONSTRUCTION ENTRANCE. IF ADDITIONAL INGRESS OR EGRESS TO THE CONSTRUCTION SITE IS REQUIRED, THE CONTRACTOR SHALL COORDINATE THE LOCATION OF THESE ADDITIONAL STABILIZED CONSTRUCTION ENTRANCES WITH THE CONSTRUCTION MANAGER. USAGE OF NON-STABILIZED POINTS FOR INGRESS AND EGRESS WILL NOT BE PERMITTED. THE STABILIZED ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY AND PAVED DRIVING LANES. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT.

REPAIR OF THE ENTRANCE(S) OR CLEANING OF THE RIGHT-OF-WAY AND PAVED DRIVING LANES THAT HAVE BEEN SOILED SHALL BE PERFORMED BY THE CONTRACTOR AT HIS OWN EXPENSE, SATISFACTORY TO THE CONSTRUCTION MANAGER. WHEN NECESSARY, VEHICLE WHEELS AND TIRES SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING ONTO PUBLIC RIGHT-OF-WAY AND PUBLIC STREETS. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE.

6. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, PERIODICALLY WATER THE SITE TO CONTROL DUST.

7. SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE REMOVED FOLLOWING CONSTRUCTION OR UPON PERMANENT STABILIZATION OF

THE DISTURBED AND GRADED AREAS, WHICHEVER OCCURS LAST.

8. CONSTRUCTION ENTRANCE SHALL BE THE FIRST CONSTRUCTION WORK ON THE PROJECT.

9. INSTALL SEDIMENT BARRIERS DOWN SLOPE FROM CONSTRUCTION ACTIVITIES THAT DISTURB SITE SOIL.

10. CONSTRUCT ROCK SURFACE FOR TEMPORARY PARKING, IF NEEDED.

11. FINAL GRADING - SEDIMENT BARRIERS WILL BE MAINTAINED DOWN SLOPE FROM DISTURBED SOIL DURING THIS OPERATION AND REMOVED UPON

COMPLETION OF ON-SITE STABILIZATION.

12. THE ACTUAL SCHEDULE FOR IMPLEMENTING POLLUTANT CONTROL MEASURES WILL BE DETERMINED BY PROJECT CONSTRUCTION PROGRESS.

DOWN SLOPE PROTECTIVE MEASURES MUST ALWAYS BE IN PLACE BEFORE SOIL IS DISTURBED.

GENERAL NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY WORK ORDERS AND PERMITS FROM THE PERMITTING AGENCY, INCLUDING PROVISIONS OF BONDS AND INSURANCE AS REQUIRED. THE CONTRACTOR SHALL PAY ALL PERMIT FEES, DUMP FEES AND OTHER ASSOCIATED FEES REQUIRED TO SUCCESSFULLY COMPLETE THE PROJECT AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL NOT START THE WORK UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL AUTHORITIES.

2. ALL WASTE OR SPOIL SHALL BE TAKEN TO A STATE APPROVED OR SPREAD ON SITE AS DIRECTED BY THE OWNER AND ENGINEER.

3. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE TO EXISTING PROPERTY, UTILITIES AND STRUCTURES OUTSIDE THE SCOPE OF

WORK AND REPAIR SAME AT HIS OWN EXPENSE.

4. CIVIL ENGINEER WILL NOT INTERPRET SOILS REPORTS OR ACCEPT RESPONSIBILITY FOR ALTERNATIVE METHODS PROPOSED BY THE

CONTRACTOR.

5. CORRECTIVE MEASURES DIRECTED BY THE ENGINEER MAY INCLUDE COMPLETE REMOVAL AND REPLACEMENT AT NO COST TO OWNER IN CASES

OF POOR WORKMANSHIP OR UNSATISFACTORY IN-PLACE CONDITIONS.

6. CONTRACTOR AND ALL RELATED CONSTRUCTION ACTIVITIES ARE REQUIRED TO MAINTAIN NORMAL NOISE LEVELS AND ALL EQUIPMENT AND

VEHICLES ARE REQUIRED TO BE PROPERLY MUFFLED.

7. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURFACE AND UNDERGROUND FACILITIES DURING ALL PHASES OF WORK. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE AND FOR THE CONTRACTOR'S GUIDANCE ONLY.

8. UNDERGROUND FACILITIES, WHETHER INDICATED OR NOT, SHALL BE LOCATED AND FLAGGED BY THE UTILITIES AT THE REQUEST OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES OR THE NOTIFICATION CENTER OF OKLAHOMA ONE CALL "CALL OKIE" TO MARK OR FLAG THE LOCATION OF THEIR FACILITIES IN THE FIELD (1-800-522-6543 OR 811) NO SOONER THAN TEN DAYS NOR LATER THAN 48 HOURS, (EXCLUDING SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS), PRIOR TO EXCAVATION.

9. THE CONTRACTOR SHALL REPAIR, AT HIS EXPENSE, ANY DAMAGES TO EXISTING LOCATED FACILITIES CAUSED DIRECTLY OR INDIRECTLY BY HIS

OPERATIONS.

10. SURVEY INFORMATION PROVIDED BY OWNER. BEFORE PROCEEDING, THE CONTRACTOR SHALL SATISFY HIMSELF THAT A CONFLICT DOES NOT EXIST AND THAT THE UNDERGROUND WORK CAN BE PERFORMED AS SHOWN ON THE PLANS. IF, IN THE OPINION OF THE CONTRACTOR, A CONFLICT DOES EXIST, HE SHALL IMMEDIATELY NOTIFY THE ENGINEER WHO WILL MAKE THE FINAL DETERMINATION FOR RESOLVING THE CONFLICT.

11. THE CONTRACTOR SHALL SATISFACTORILY CLEAN THE AREA OF ALL RUBBISH, EXCESS MATERIAL, MUD AND DEBRIS AND ALL PARTS OF THE WORK AREA SHALL BE LEFT IN A NEAT AND PRESENTABLE CONDITION. ALL DISTURBED AREAS SHALL BE RESTORED TO A LEVEL AND SMOOTH SURFACE PRIOR TO ACCEPTANCE OF THE WORK. DEBRIS, ETC. SHALL BE DISPOSED OF AT AN APPROVED FACILITY IN A LEGAL MANNER.

12. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES, WORKING SIGNS, LIGHTS, FLASHERS AND FLAG PERSONS AS REQUIRED BY THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", TO PROVIDE FOR THE SAFETY OF WORKERS AND THE PUBLIC AT LARGE.

TEMPORARY FENCING SHALL BE INSTALLED AROUND ANY OPEN AREAS OF THE SITE.

13. THE CONTRACTOR SHALL NOT ENCROACH ON PRIVATE PROPERTY OUTSIDE THE WORK AREAS WITHOUT WRITTEN PERMISSION FROM THE

AFFECTED PROPERTY OWNER.

DEMOLITION NOTES:

1. CONTRACTOR SHALL CONFORM WITH ALL APPLICABLE CODES (LOCAL, STATE AND FEDERAL) FOR DEMOLITION, DUST CONTROL, EROSION

CONTROL AND DISPOSAL OF DEMOLITION MATERIAL AND DEBRIS.

2. EXISTING UNDERGROUND LINES HAVE BEEN SHOWN TO THE EXTENT KNOWN. THE EXACT LOCATIONS AND NOTIFICATIONS OF THE PROPER

AGENCY IS THE RESPONSIBILITY OF THE CONTRACTOR PRIOR TO ANY EXCAVATION.

3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, PAVEMENT AND OTHER IMPROVEMENTS NOT SCHEDULED FOR REMOVAL. ANY DAMAGE TO EXISTING UTILITIES AND/OR PAVED STREETS CAUSED BY CONSTRUCTION OPERATIONS SHALL BE

REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

4. THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL UNSUITABLE MATERIALS AND DEBRIS ENCOUNTERED OR GENERATED BY THE REMOVAL OPERATIONS, INCLUDING CONCRETE, ASPHALT, OIL, BRICK, ROCK PIPES, ETC. NO UNSUITABLE MATERIAL, SUCH AS DETERMINED BY THE OWNER'S REPRESENTATIVE, SHALL BE USED FOR BACKFILLING OR EMBANKMENT CONSTRUCTION. THE COST FOR DISPOSAL OF THE UNSUITABLE MATERIAL

SHALL BE SUBSIDIARY TO THE PROJECT.

5. STORM WATER POLLUTION PREVENTION PLAN BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED PRIOR TO ANY REMOVALS.

6. ALL DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE HAULED OFF-SITE AND PROPERLY DISPOSED OF. THE OWNER SHALL HAVE FIRST RIGHTS TO ANY MATERIALS THAT HE DEEMS SALVAGEABLE. MISCELLANEOUS STRUCTURES, CONCRETE, RUBBLE AND OTHER ITEMS SHALL

BE REMOVED COMPLETELY OR DEMOLISHED TO 3' BELOW EXISTING GRADE.

7. REFER TO ARCHITECTURAL PLANS FOR SPECIFIC BUILDING REMOVAL ITEMS

8. SAW CUT FULL DEPTH ALL PAVEMENT AT JOINT LINES

9. THE CONTRACTOR SHALL KEEP THE SITE CLEAN DURING CONSTRUCTION AND SUPPLY CONSTRUCTION CONTAINERS OR DUMPSTERS TO MAINTAIN

ALL TRASH AND DEBRIS.

10. ENSURE UTILITIES TO BE CUT AND CAPPED ARE CUT STRAIGHT AND NEAT. CAP SHALL UTILIZE A MECHANICALLY RESTRAINED JOINT AND A

CONCRETE THRUST BLOCK SHALL BE PLACED ON SYSTEMS UNDER PRESSURE.

DETAILS NOTES:

1. STONE SIZE SHALL BE N.S.A. R-2 (1.5" TO 3.5") COARSE AGGREGATE WITH A GEOTEXTILE

UNDERLINER.

2. LENGTH-AS EFFECTIVE, BUT NO LESS THAN 50 FEET.

3. THICKNESS NOT LESS THAN EIGHT (8) INCHES.

4. WIDTH NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS, OR AS

INDICATED ON THE PLAN.

5. WASHING WHEN NECESSARY. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR

TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED. IT SHALL BE

DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN

APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED

FROM ENTERING ANY STORM DRAIN, DITCH, OR WATER-COURSE THROUGH USE OF

SAND BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS.

6. MAINTENANCE-THE ENTRANCE/EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL

PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS

MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS

DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.

ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF WAY

MUST BE REMOVED IMMEDIATELY BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE.

7. GEOTEXTILE SHALL MEET AASHTO M288 "SEPARATION GEOTEXTILE PROPERTY

REQUIREMENTS"

EXISTING HARD SURFACE

PUBLIC ROAD

50' MINIMUM

GEOTEXTILE UNDERLINER

8" MINIMUM

N.S.A. E-2 (1.5"-3.5") COARSE AGGREGATE

PROFILEPLAN

50' MINIMUM

' M

IN

EXISTING HARD

SURFACE PUBLIC

ROAD

EXISTING GROUND

HARD SURFACE

PUBLIC ROAD

50' MINIMUM

25' M

INIM

UM

8" M

IN

1.5"-2.5" CLEAN STONE

GEOTEXTILE UNDERLINER

SCALE:

CONSTRUCTION ENTRANCE

NTS2

PONDING HEIGHT

NOTES:

1. MUST BE INSTALLED PROPERLY TO AVOID NOTICE OF VIOLATION.

2. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO

MAXIMIZE POUNDING EFFICIENCY.

3. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND

REMOVE SEDIMENT WHEN NECESSARY. 9" MAXIMUM

RECOMMENDED STORAGE HEIGHT.

4. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT

WILL NOT CONTRIBUTE TO SEDIMENT OFF-SITE AND CAN BE

PERMANENTLY STABILIZED.

5. FABRIC SHALL MEET AASHTO M288 TEMPORARY SILT FENCE

PROPERTY REQUIREMENTS

9" MAXIMUM

STORAGE

HEIGHT

PONDING HEIGHT

EXTRA STRENGTH FILTER

FABRIC NEEDED WITHOUT

WIRE MESH SUPPORT

STEEL OR

WOOD POST

ATTACH FILTER FABRIC

SECURELY TO UPSTREAM

SIDE OF POST

10' MAXIMUM SPACING WITH

WIRE SUPPORT FENCE

6' MAXIMUM SPACING WITHOUT

WIRE SUPPORT FENCE

FLOW

STEEL OR WOOD POST 36"

HIGH MAXIMUM

FLOW

FLOW

4" MINIMUM

DRAIN ROCK

6" X 8" TRENCH WITH

COMPACTED BACKFILL

6" TO 8"

4" MINIMUM

DRAIN ROCK

8"

TRENCH DETAIL INSTALLATION WITHOUT TRENCHING

SCALE:

FABRIC FILTER SILT FENCE

NTS1

NOTE:

1. CONCRETE TO BE ODOT CLASS C OR EQUAL

SIZE 90° BEND 45° BEND 22 12" BEND TEES & VALVES PLUGS

A B A B A B A B C D

<6" 13" 10" 7" 10" 6" 10" 9" 10" 19" 21"

8" 20" 11" 11" 11" 8" 11" 14" 11" 24" 29"

10" 26" 13" 14" 13" 10" 13" 18" 13" 30" 36"

A

6" MIN.

BEND

TEE BENDS & TEE

PLUG

A

A A

6" MIN.

B B

18" MIN.-10" &

SMALLER PIPE

45°'

BELL END OF PIPE

TO BE FREE OF

CONCRETE

6" M

IN.

C(S Q)

D(S Q)

18" MIN.

TREATED 2"x4"

TIMBER 6" WIDER

THAN PLUG

SCALE:

THRUST BLOCKING

NTS3

12/13/2022

LIMITS OF PAVEMENT

REMOVAL

LIMITS OF PAVEMENT

REMOVAL

RE: PLUMBING PLANS

FOR UTILITY CAP

LOCATIONS

CONTRACTOR TO COORDINATE WITH UTILITY

PROVIDER TO REPAIR ELECTRICAL SERVICE LINE

TO ENSURE BUILDING #53 and BUILDING #54

MAINTAIN SERVICE

G G G G G

W

W W

RE: PLUMBING PLANS

FOR UTILITY CAP

LOCATIONS

3040 WILLIAMS DRIVE, SUITE 600

FAIRFAX, VIRGINIA 22031

P: 703-691-2115 www. .com

TM

PROJECT NUMBER:SAG16056.01

Original drawing size is 30"x42"; Scale entities accordingly if reduced/enlarged.Plotted By: DANIEL ASHBAUGH Plot Date: 12/13/2022 10:36:22 AM Saved By: DANIELA File: X:\C12\2022\22002-00 Setty USDA Woodward Demo\3-Production\03-Sheets\C12-22002-00 DM & ECP.dwg Save Date: 12/01/2022 10:41 AM

EROSION CONTROL LEGEND:

DEMOLITION LEGEND:

Walter P. Moore and Associates, Inc.

7666 East 61st Street, Suite 251 Tulsa, Oklahoma 74133

918.806.7200 main

101 Park Avenue, Suite 1300 Oklahoma City, Oklahoma 73102 405.493.0500

12/13/2022

G R

EE

N

H O

U

SE

BUILDING #7

(D) GAS METER

(E) GAS METER

(E) G

(D) G

(E) CW (D) CW

(D) SAN

(E) SANITARY

EJECTION SYSTEM

(D) BUILDING #7

AND GREENHOUSE

3040 WILLIAMS DRIVE, SUITE 600

FAIRFAX, VIRGINIA 22031

P: 703-691-2115 www. .com

TM

PROJECT NUMBER: SIGQ222911.22

PLAN

NORTH

PS001

PLUMBING SITE

PLAN -

DEMOLITION

SCALE:

PLUMBING SITE PLAN - DEMOLITION

1/32" = 1'-0"

PS001

# SHEET KEY NOTES

GENERAL NOTES

A. FOR PROJECT GENERAL PLUMBING NOTES, DEMOLITION NOTES,

SYMBOLS AND ABBREVIATIONS, REFER TO DRAWING M001.

B. CONTRACTOR SHALL FIELD VERIFY ALL FIXTURES, EQUIPMENT AND

PIPING PRIOR TO START OF DEMOLITION WORK.

C. CONTRACTOR SHALL COORDINATE WITH CIVIL CONSULTANT PRIOR TO

START OF DEMOLITION WORK.

1. REMOVE EXISTING GAS METER AND ASSOCIATED PIPING.

CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR STORAGE

OR DISPOSAL OF EXISTING PLUMBING FIXTURES THAT ARE BEING

REMOVED.

2. EXISTING UNDERGROUND GAS, COLD WATER AND SANITARY PIPING

SHALL BE ABANDONED IN PLACE.

3. CUT AND CAP EXISTING GAS, COLD WATER AND SANITARY PIPING AS

SHOWN ON THE PLAN.

3040 WILLIAMS DRIVE, SUITE 600

FAIRFAX, VIRGINIA 22031

P: 703-691-2115 www. .com

TM

PROJECT NUMBER: SIGQ222911.22

M001

GENERAL NOTES,

SYMBOLS &

ABBREVIATIONS

GENERAL NOTES SYMBOLS ABBREVIATIONS

CD CEILING DIFFUSER

CW COLD WATER

(D) DEMOLISH EXISTING

(E) EXISTING TO REMAIN

EF EXHAUST FAN

FCU FAN COIL UNIT

G GAS

P PUMP

RTU ROOF TOP UNIT

SAN SANITARY

UH UNIT HEATER

NOTE: ALL SYMBOLS/ABBREVIATIONS MAY NOT

APPEAR ON THE DRAWINGS.

EXISTING PIPING TO BE REMOVED

COORDINATION AND SCHEDULING

1. COMPLETELY COORDINATE AND SCHEDULE WORK OF ALL TRADES. CONTRACTOR SHALL COMPENSATE FOR EXISTING CONDITIONS SO THAT

CONFLICTS IN SCHEDULING AND LOCATION WILL NOT OCCUR.

2. CONTRACTOR IS RESPONSIBLE FOR COMPLETE COORDINATION BETWEEN ALL SUB-CONTRACTORS, SUPPLIERS, GOVERNMENT AUTHORITIES HAVING JURISDICTION, BUILDING PERSONNEL, CODE ENFORCEMENT OFFICIALS, ARCHITECT/ENGINEER AND BUILDING OWNER.

3. CONTRACTOR'S WORK SCHEDULE SHALL BE SUBMITTED TO AND APPROVED BY THE OWNER.

4. NOTIFY THE OWNER, IN WRITING, AT LEAST SEVEN DAYS IN ADVANCE OF ANY REQUIRED SHUTDOWN OF ANY UTILITY. OBTAIN OWNER'S WRITTEN

APPROVAL PRIOR TO SHUTDOWN.

5. CONTRACTOR SHALL THOROUGHLY EXAMINE PREMISES AND OBSERVE ALL CONDITIONS AND CIRCUMSTANCES UNDER WHICH THE WORK SHALL

BE PERFORMED. NO ALLOWANCES WILL BE MADE FOR ERRORS OR NEGLIGENCE IN THIS RESPECT.

6. CONTRACTOR SHALL COMPLY WITH RULES AND REGULATIONS OF THE BUILDING LANDLORD AND PROPERTY MANAGER.

GENERAL NOTES

1. DEMOLITION SHALL INCLUDE REMOVAL OF EXISTING BUILDING CONSTRUCTION TO EXTENT REQUIRED.

2. THE DEMOLITION PROCEDURES SHALL PROVIDE FOR SAFE CONDUCT OF THE WORK, PROTECTION OF PERSONNEL, CAREFUL REMOVAL AND

DISPOSITION OF MATERIALS SPECIFIED TO BE SALVAGED, PROTECTION OF PROPERTY TO REMAIN UNDISTURBED, COORDINATION WITH OTHER IN

PROGRESS, AND TIMELY DISCONNECTION OF UTILITY SERVICES.

3. EXISTING WORK TO REMAIN SHALL BE PROTECTED FROM DAMAGE. WORK DAMAGED BY THE CONTRACTOR SHALL BE REPLACED TO MATCH

EXISTING WORK.

4. EXISTING CONDITIONS (I.E., PRESENCE AND LOCATION OF DUCTWORK, EQUIPMENT, PIPING AND MATERIALS, AS WELL AS EXISTING DUCT, PIPE AND EQUIPMENT SIZES) ARE BASED ON INFORMATION OBTAINED FROM AVAILABLE RECORD DRAWINGS AND FIELD SURVEYS AND ARE NOT WARRANTED TO BE COMPLETE. CONTRACTOR SHALL FIELD VERIFY EXACT SIZES, LOCATIONS, AND DATA PRIOR TO STARTING ALL WORK. MAJOR DISCREPANCIES DISCOVERED DURING THE DEMOLITION PHASE OF THE WORK SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION TO THE

ENGINEER. PRIOR TO COMMENCING OF DEMOLITION.

5. WHERE DEMOLITION WOULD AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING, THE CONTRACTOR SHALL NOTIFY THE GENERAL

CONTRACTOR PRIOR TO PROCEEDING WITH DEMOLITION.

SPECIFICATIONS

DIVISION 01 - SUMMARY OF WORK

A. PROVIDE ALL WORK INCLUDED IN THIS DIVISION AND INDICATED ON CONTRACT DOCUMENTS.

B. UNLESS SPECIFICALLY DIMENSIONED, WORK INDICATED ON DRAWINGS IS DIAGRAMMATIC ONLY TO INDICATE GENERAL ARRANGEMENT.

C. BECOME FAMILIAR WITH ALL PROJECT SITE CONDITIONS PRIOR TO SUBMITTING BID. NO ALLOWANCES SHALL BE MADE FOR ITEMS DISCOVERED

AFTER SUBMITTING BID.

SECTION 023116 - MECHANICAL DEMOLITION, RELOCATION AND ALTERATION

A. PROVIDE REMOVAL OF EXISTING MECHANICAL SYSTEMS AS REQUIRED.

B. ALL MATERIAL AND/OR EQUIPMENT INDICATED FOR SALVAGE SHALL BE DELIVERED TO LOCATION DIRECTED BY OWNER. ALL OTHER DEMOLITION

MATERIAL SHALL BE PROMPTLY REMOVED FROM THE PROJECT SITE.

C. ALL PIPE, DUCT AND SHAFT CUTOUTS AND OPENINGS NOT USED SHALL BE CAPPED AND SEALED WHERE SHOWN.

D. EXISTING CONDITIONS WERE OBTAINED FROM AVAILABLE DRAWINGS AND ARE NOT GUARANTEED TO BE COMPLETE OR CORRECT. CONTRACTOR

SHALL SURVEY AND VERIFY EXISTING CONDITIONS PRIOR TO STARTING WORK.

SECTION 230000 - MECHANICAL GENERAL REQUIREMENTS

A. GENERAL REQUIREMENTS IN DIVISION 1 APPLY TO OR AFFECT MECHANICAL WORK.

B. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES, REGULATIONS AND STANDARDS. COORDINATE WORK WITH ALL OTHER TRADES AND THE

DESIGN PROFESSIONAL. ANY DISCREPANCIES BETWEEN THESE DOCUMENTS AND THE EXISTING CONDITIONS SHALL BE BROUGHT TO THE

ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH WORK.

EXISTING DUCTWORK TO BE REMOVED(D) 12x10

EXISTING PIPING TO BE REMOVED

CEILING SUPPLY AIR DIFFUSER

RETURN AIR GRILLE OPEN TO CEILING

EXHAUST AIR GRILLE OPEN TO CEILING

DETAIL NUMBER

WHERE THE DETAIL

REFERENCED

POINT OF CONNECTION

KEYED DRAWING NOTE

EQPM-01 EQUIPMENT DESIGNATION TAG

POINT OF DISCONNECT

AIR DEVICE TAG

AIR VOLUME IN CFM

EQPM-X

CFM

M1.01 M2.01

DIFFUSER TYPE

WHERE THE DETAIL IS DRAWN

NOTE: ALL SYMBOLS MAY NOT APPEAR ON THE DRAWINGS.

FCU-X-XX

FAN COIL UNIT

DESIGNATION TAG

CONDENSING UNIT

DESIGNATION TAG

CAPPED CONNECTION

SHUT OFF VALVE

HA6-017

HA6-018

HA5-015

HA5-013 HA5-014

HA6-016

HA3-009

HA4-012

HA4-010

HA4-011

HA1-003

HA2-006 HA2-004 HA2-005

HA1-002

HA3-008

HA3-007

HA1-001

MAIN BUILDING

BASEMENT

HEADER BUILDING ADD-ON

BASEMENT

(D) P

HA23-063

HA24-066

HA25-069

HA23-064

HA24-067

HA25-070

HA12-032

HA10-027 H

A

-0

HA15-041

HA12-033

HA11-030

HA23-065

HA24-068

HA25-071

HA14-038

HA13-035

HA14-039

HA16-045

HA11-029

HA14-040

HA12-034

HA10-026

HA10-028 HA11-031

HA13-036

(D)RG

Original drawing size is 30"x42"; Scale entities accordingly if reduced/enlarged.

3040 WILLIAMS DRIVE, SUITE 600

FAIRFAX, VIRGINIA 22031

P: 703-691-2115 www. .com

TM

PROJECT NUMBER: SIGQ222911.22

Plotted By: RYAN MCGRATH Plot Date: 12/13/2022 9:39:33 AM Saved By: RYAN.MCGRATH File: V:\2022\SIGQ222911.22\23-SIGQ222911.22_M\222911.22_MD101.dwg Save Date: 12/13/2022 09:36 AM

KEYPLAN

PLAN

NORTH

NEW BUILDING

ADDITION -

(PHASE 1)

O

FF

IC

E

A N

D

LA

B O

R A

TO

R

Y B

U

IL

D

IN

G

NEW

DUMPSTER

TEMPORARY

PATCH

NEW ASPHALT

EMPLOYEE PARKING

AREA - 37 SPACES

NEW ASPHALT

EMPLOYEE PARKING

AREA - 20 SPACES

RCB

TO 22nd STREET

MOTOR

POOL

AREA

BRAN

BUILDING #8

BUILDING #54

B U

IL

D

IN

G

BUILDING #9

B U

IL

D

IN

G

BUILDING #10

BUILDING

#2

BUILDING #7

GREEN HOUSE

HEADER BLDG.

MAIN BLDG.

MD101

MECHANICAL

BASEMENT PLAN -

DEMOLITION

SCALE:

MECHANICAL BASEMENT PLAN - DEMOLITION

1/4" = 1'-0"

MD101

# SHEET KEY NOTES

1. REMOVE ALL EXISTING DUCTWORK, RISERS, AIR DEVICES, HANGERS,

PIPING AND SUPPORT.

2. REMOVE EXISTING PUMP, ASSOCIATED ACCESSORIES, PIPING

CONNECTIONS, CONTROLS,WIRING AND SUPPORTS.

3. REMOVE ALL THE EQUIPMENT IN THIS PART OF THE BUILDING.

GENERAL NOTES

A. EXISTING WORK SHOWN IS BASED ON AVAILABLE DOCUMENTATION AND

SPOT CHECKS ON SURVEY. CONTRACTOR TO FIELD VERIFY EXISTING

CONDITIONS AND COORDINATE WITH ENGINEER PRIOR TO PROCEEDING

WITH WORK.

B. THE DEMOLITION PLAN IS NOT INCLUSIVE OF ALL HVAC DEVICES WITHIN

THE PROJECT AREA. IT IS INTENDED TO PROVIDE THE CONTRACTOR WITH

A GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITH IN THE

PROJECT AREA. ANY DISCREPANCIES OR CONDITIONS NOT SHOWN ON

THIS PLAN SHALL BE COORDINATED.

C. CONTRACTOR TO FIELD COORDINATE ALL REMOVAL OF EXISTING

EQUIPMENT WITH THE OWNER AND EQUIPMENT INTENDED FOR REMOVAL

PRIOR TO GENERAL DEMOLITION.

D. ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES,

SAFETY REGULATIONS AND OWNER'S REQUIREMENTS.

SCALE:

MECHANICAL HEADER BUILDING ADD-ON FIRST FLOOR - DEMOLITION

1/4" = 1'-0"

MD101

SCALE:

MECHANICAL MAIN BUILDING FIRST FLOOR - DEMOLITION

1/4" = 1'-0"

MD101

HA15-043

HA16-046

HA13-037

HA15-042

(D)FEH

(D)CD

(D)CD

(D)CD

(D)CD

(D)FEH

(D)FCU

HA20-054 HA20-055 HA20-056

HA17-048

HA17-047

HA17-049

HA18-052

HA19-053

HA18-050

HA18-051

(D)EF

(D)RTU

(D)EF

(D)EF

(D)EF

HA22-060

HA21-058

HA21-057

HA22-061

HA21-059

HA22-062

M M M M M M M M

(D)EF

(D)EF(D)EF(D)EF

(D)EF

(D)EF (D)EF(D)EF

4 4

(D)UH

(D)UH (D)UH (D)UH

Original drawing size is 30"x42"; Scale entities accordingly if reduced/enlarged.

3040 WILLIAMS DRIVE, SUITE 600

FAIRFAX, VIRGINIA 22031

P: 703-691-2115 www. .com

TM

PROJECT NUMBER: SIGQ222911.22

Plotted By: RYAN MCGRATH Plot Date: 12/13/2022 9:39:39 AM Saved By: RYAN.MCGRATH File: V:\2022\SIGQ222911.22\23-SIGQ222911.22_M\222911.22_MD102.dwg Save Date: 12/13/2022 09:37 AM

KEYPLAN

PLAN

NORTH

NEW BUILDING

ADDITION -

(PHASE 1)

O

FF

IC

E

A N

D

LA

B O

R A

TO

R

Y B

U

IL

D

IN

G

NEW

DUMPSTER

TEMPORARY

PATCH

NEW ASPHALT

EMPLOYEE PARKING

AREA - 37 SPACES

NEW ASPHALT

EMPLOYEE PARKING

AREA - 20 SPACES

RCB

TO 22nd STREET

MOTOR

POOL

AREA

BRAN

BUILDING #8

BUILDING #54

B U

IL

D

IN

G

BUILDING #9

B U

IL

D

IN

G

BUILDING #10

BUILDING

#2

BUILDING #7

GREEN HOUSE

HEADER BLDG.

MAIN BLDG.

MD102

MECHANICAL FIRST

AND SECOND FLOOR

PLAN - DEMOLITION

SCALE:

MECHANICAL MAIN BUILDING SECOND FLOOR - DEMOLITION

1/4" = 1'-0"

MD102

SCALE:

MECHANICAL HEADER BUILDING ADD-ON SECOND FLOOR - DEMOLITION

1/4" = 1'-0"

MD102

# SHEET KEY NOTES

1.

GENERAL NOTES

SCALE:

MECHANICAL GREENHOUSE PLAN - DEMOLITION

1/4" = 1'-0"

MD102

SCALE:

MECHANICAL ROOF PLAN - DEMOLITION

1/4" = 1'-0"

MD102

A. EXISTING WORK SHOWN IS BASED ON AVAILABLE DOCUMENTATION AND

SPOT CHECKS ON SURVEY. CONTRACTOR TO FIELD VERIFY EXISTING

CONDITIONS AND COORDINATE WITH ENGINEER PRIOR TO PROCEEDING

WITH WORK.

B. THE DEMOLITION PLAN IS NOT INCLUSIVE OF ALL HVAC DEVICES WITHIN

THE PROJECT AREA. IT IS INTENDED TO PROVIDE THE CONTRACTOR WITH

A GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITH IN THE

PROJECT AREA. ANY DISCREPANCIES OR CONDITIONS NOT SHOWN ON

THIS PLAN SHALL BE COORDINATED.

C. CONTRACTOR TO FIELD COORDINATE ALL REMOVAL OF EXISTING

EQUIPMENT WITH THE OWNER AND EQUIPMENT INTENDED FOR REMOVAL

PRIOR TO GENERAL DEMOLITION.

D. ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES,

SAFETY REGULATIONS AND OWNER'S REQUIREMENTS.

1. REMOVE ALL EXISTING DUCTWORK, RISERS, AIR DEVICES, HANGERS,

PIPING AND SUPPORT.

2. REMOVE EXISTING ROOF TOP UNIT, ASSOCIATED ACCESSORIES,

DUCTWORK CONNECTIONS, PIPING CONNECTIONS, CONTROLS,

WIRING AND SUPPORTS.

3. REMOVE EXISTING FAN COIL UNIT, ASSOCIATED ACCESSORIES,

DUCTWORK CONNECTIONS, PIPING CONNECTIONS, CONTROLS,

WIRING AND SUPPORTS.

4. REMOVE EXISTING FUME HOOD, UNIT HEATER AND EXHAUST FAN,

ASSOCIATED ACCESSORIES, CONNECTIONS, CONTROLS, WIRING

AND SUPPORTS (TYPICAL).

5. REMOVE ALL THE EQUIPMENT IN THIS PART OF THE BUILDING.

3040 WILLIAMS DRIVE, SUITE 600

FAIRFAX, VIRGINIA 22031

P: 703-691-2115 www. .com

TM

PROJECT NUMBER: SIGQ222911.22

E001

GENERAL NOTES,

SYMBOLS &

ABBREVIATIONS

ELECTRICAL GENERAL NOTES

PULL BOX

CONDUIT ROUTING

DUCT BANK ROUTING

CONTINUATION CIRCUIT

1. INSTALLATION OF ALL WORK SHALL BE IN ACCORDANCE WITH THE FOLLOWING REGULATIONS, CODES, ETC.:

A.LOCAL CODES AND ORDINANCES.

B. PRACTICES AND PROCEDURES FOLLOWING OSHA STANDARDS.

C. THE EDITION OF THE NATIONAL ELECTRICAL CODE NFPA 70 (NEC) IN EFFECT.

D. THE EDITION OF THE INTERNATIONAL BUILDING CODE IN EFFECT.

2. BEFORE SUBMITTING BIDS, THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE ALL ADJOINING EXISTING BUILDINGS, EQUIPMENT, AND SPACE CONDITIONS ON WHICH HIS WORK IS IN ANY WAY DEPENDENT FOR THE BEST WORKMANSHIP AND OPERATION ACCORDING TO THE INTENT OF THE SPECIFICATIONS AND DRAWINGS. CONTRACTOR SHALL REPORT TO THE ARCHITECT/ENGINEER ANY CONDITION WHICH MIGHT PREVENT HIM FROM INSTALLING HIS EQUIPMENT IN THE MANNER SPECIFIED OR AS SHOWN IN CONTRACT DOCUMENTS TEN BUSINESS DAYS PRIOR TO SUBMISSION OF BIDS. NO CONSIDERATION OR ALLOWANCE WILL BE GRANTED FOR FAILURE TO VISIT THE SITE, NOR FOR ANY ALLEGED MISUNDERSTANDING OF MATERIALS TO BE FURNISHED OR WORK TO BE PERFORMED. THE CONTRACTOR SHALL INCLUDE IN HIS BID PRICE ALL

LABOR AND MATERIAL THAT MAY AFFECT HIS WORK.

3. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANY DISCOVERED CONFLICTS BETWEEN EXISTING INSTALLATIONS WHICH ARE NOT SCHEDULED FOR DEMOLITION AND THE NEW WORK INDICATED WITHIN THE CONTRACT DOCUMENTS. SUCH NOTIFICATION SHALL BE ACCOMPANIED BY A DRAWING DELINEATING THE PROPOSED SOLUTION PRIOR TO STARTING ANY WORK IN THE AFFECTED AREA.

4. PRIOR TO BEGINNING ANY WORK, SECURE NECESSARY PERMITS OR CLEARANCES FROM THE AUTHORITIES HAVING JURISDICTION. PROVIDE ALL LABOR AND MATERIALS FOR A COMPLETE INSTALLATION. WORK SHALL BE EXECUTED BY EXPERIENCED ELECTRICIANS WHO ARE LICENSED IN THE JURISDICTION WHERE THE PROJECT IS LOCATED.

5. CONTRACTOR TO PROVIDE SUFFICIENT NOTICE TO THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK TO ALLOW ADEQUATE TIME FOR COORDINATION OF EXISTING

BUILDING ACTIVITIES WITH THE CONSTRUCTION WORK.

6. CONTRACTOR TO INCLUDE IN THEIR SCOPE ALL LABOR, MATERIALS, SERVICES, APPARATUS AND SHOP DRAWINGS IN ADDITION TO THE CONTRACT DOCUMENTS AS REQUIRED TO COMPLY WITH ALL APPLICABLE GOVERNING LAWS, CODES AND JURISDICTION REQUIREMENTS. PROVIDE ELECTRICAL EQUIPMENT WITH ALL ASSOCIATED ACCESSORIES, BRANCH CIRCUIT WIRING AND CONDUIT INFRASTRUCTURE AS REQUIRED TO ENSURE A COMPLETE AND OPERATIONAL SYSTEM.

7. CONTRACTOR SHALL PROVIDE WRITTEN CERTIFICATION THAT ALL PRODUCTS, MATERIALS AND PROCESSES INSTALLED IN THE SPACE CONTAINS NO ASBESTOS OR PCB.

8. DELIVER PRODUCTS TO PROJECT SITE IDENTIFIED WITH NAMES, MODEL NUMBERS, TYPES, GRADES, COMPLIANCE LABELS, AND OTHER INFORMATION NEEDED FOR DISTINCT IDENTIFICATION; ADEQUATELY PACKAGED AND PROTECTED TO PREVENT DAMAGE DURING SHIPMENT, STORAGE, AND HANDLING. PROTECT STORED EQUIPMENT AND MATERIALS FROM DAMAGE. COMPLY WITH MANUFACTURER'S RIGGING AND MOVING INSTRUCTIONS FOR UNLOADING EQUIPMENT AND MOVING INTO FINAL LOCATION.

9. ELECTRICAL PLANS ARE DIAGRAMMATIC ONLY. COORDINATE WITH EQUIPMENT VENDOR TO VERIFY EXACT LOCATION AND CONNECTION REQUIREMENTS PRIOR TO

INSTALLATION.

10. ALL EQUIPMENT SUCH AS RELAYS, SWITCHES, PANELS, AND OTHER APPURTENANCES SHALL HAVE IDENTIFICATION PLATES OF WHITE LAMINATED PLASTIC WITH 1/2" BLACK LETTERS. ALL JUNCTION BOXES IN CEILING CAN BE MARKED WITH BLACK PERMANENT MARKER ON COVER PLATES AS PANEL DESIGNATION AND CIRCUIT NUMBER FROM

WHICH THEY ARE FED.

11. ALL CONDUCTORS SHALL BE IDENTIFIED. ALL WIRING DEVICES SHALL BE USED WITH TYPED LABEL ON THE COVER PLATE IDENTIFYING THE PANEL DESIGNATION AND

CIRCUIT NUMBER FROM WHICH THEY ARE FED.

12. CONTROL WIRING SHALL BE TAGGED AT EACH END AND TERMINATED WHERE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH EQUIPMENT MANUFACTURES

SPECIFICATIONS.

13. ALL CONNECTIONS TO DEVICES SHALL BE TAPED WITH SCOTCH 33 ELECTRICAL TAPE.

14. ALL EQUIPMENT SHALL BE "UL" LISTED.

15. ALL DEVICES, FIXTURES AND MATERIALS INSTALLED IN A PLENUM RATED ENVIRONMENT SHALL BE LISTED FOR THE APPLICATION.

16. ALL MATERIALS AND WORK SHALL BE ACCORDING TO BASE BUILDING SPECIFICATIONS UNLESS OTHERWISE NOTED.

17. ALL CONDUITS AND JUNCTION BOXES SHALL BE CONCEALED IN FINISHED AREAS. PRIOR TO CONCEALMENT OF NEW CONSTRUCTION, ALL WORK BEHIND FINISHED

SURFACES SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE.

18. IF MATERIAL OR EQUIPMENT IS INSTALLED BEFORE IT IS APPROVED, THE CONTRACTOR SHALL BE LIABLE FOR ITS REMOVAL AND REPLACEMENT AT NO ADDITIONAL CHARGE OR IF IN THE OPINION OF THE ARCHITECT OR ENGINEER, THE MATERIAL OR EQUIPMENT DOES NOT MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS.

19. ALL SLAB PENETRATIONS MUST BE X-RAYED OR SCANNED WITH A RADAR PRIOR TO CORE DRILLING. OBTAIN APPROVAL FROM OWNER'S REPRESENTATIVE PRIOR TO ANY

CORE DRILLING.

20. PROVIDE FIRESTOPPING MATERIALS TO MAINTAIN INTEGRITY OF THE FIRE RATED CONSTRUCTION WHERE CONDUITS PASS THROUGH WALLS AND FLOORS.

21. INSTALLATION OF EQUIPMENT, COMPONENTS AND WIRING FOR ELECTRICAL SYSTEMS SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF EQUIPMENT MANUFACTURER.

22. ALL EXISTING PANELS IMPACTED BY THIS PROJECT SHALL BE PROVIDED WITH NEW UPDATED TYPEWRITTEN PANEL SCHEDULES INDICATING THE FINAL ROOM NUMBER AND THE EQUIPMENT OR DEVICES SERVED BY THE CIRCUIT. CONTRACTOR TO BALANCE THE NEW LOADS ON ALL THREE PHASES FOR EACH PANELBOARD WHERE WORK HAS

BEEN PERFORMED IN ACCORDANCE WITH EQUIPMENT MANUFACTURER'S SPECIFICATIONS.

23. CONTRACTOR'S SCOPE OF WORK INCLUDES TRACING ALL EXISTING CIRCUITS IN THE CONSTRUCTION AREA BACK TO SOURCE. IF REMOVAL OF EXISTING ELECTRICAL EQUIPMENT AFFECTS ANY EXISTING CIRCUITS, CONTRACTOR SHALL PROVIDE CIRCUIT BREAKERS, WIRING, CONDUIT, ETC. REQUIRED TO RECONNECT EXISTING-TO-REMAIN

ELECTRICAL EQUIPMENT BACK TO SOURCE.

24. THE CONTINUITY OF ALL EXISTING CIRCUITS TO REMAIN SHALL BE MAINTAINED.

25. ELECTRICAL SYSTEMS SHALL BE GROUNDED PER ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE.

26. PROVIDE AN INSULATED EQUIPMENT GROUNDING CONDUCTOR IN ALL BRANCH CIRCUITS AND FEEDERS INSTALLED IN RACEWAYS. THE DEDICATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE SIZED PER NEC SECTION 250.122. SOLE USE OF METAL RACEWAY AS A GROUNDING CONDUCTOR SHALL NOT BE ACCEPTABLE. WIRING

METHODS SHALL BE IN ACCORDANCE WITH NEC SECTION 518.4 FOR ALL ASSEMBLY AREAS.

27. ALL CONDUCTORS SHALL BE COPPER. MINIMUM SIZE SHALL BE #12 AWG. CONDUCTOR #10 AWG AND SMALLER SHALL BE SOLID. CONDUCTORS #8 AWG AND LARGER

SHALL BE STRANDED. CONDUCTOR SHALL HAVE THHN/THWN-2 INSULATION OR AS NOTED.

28. PROVIDE MINIMUM 3/4" CONDUIT FOR POWER CIRCUITS.

29. TYPE MC CABLE MAY BE USED IN LIEU OF EMT FOR BRANCH CIRCUITS, IN DRYWALL PARTITION AND IN CEILING PLENUM WHERE ALLOWED BY NEC AND THE BUILDING OWNER. MC CABLE FOR ISOLATED CIRCUIT SHALL HAVE TWO (2) SEPARATE GROUNDING CONDUCTORS.

30. NUMBER OF WIRES MAY NOT BE INDICATED FOR ALL CIRCUITS, ONLY THOSE WHERE CLARIFICATION IS NECESSARY. PROVIDE ALL WIRE NECESSARY FOR THE PROPER

FUNCTION OF THE SYSTEM WHETHER INDICATED ON PLAN OR NOT.

31. PROVIDE EACH CIRCUIT HOMERUN WITH A DEDICATED NEUTRAL CONDUCTOR AND INSULATED EQUIPMENT GROUNDING CONDUCTOR.

32. ALL BACK BOXES INSTALLED IN PARTITION WALLS SHALL BE STAGGERED. BACK-TO-BACK INSTALLATION IS NOT PERMITTED.

33. PROVIDE ACCESS PANELS FOR ALL INACCESSIBLE JUNCTION BOXES AS REQUIRED BY THE N.E.C.

50. ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL, PLUMBING AND OTHER TRADES TO PROVIDE ALL EQUIPMENT ASSOCIATED WITH THEIR RESPECTIVE TRADES WITH NECESSARY WIRING AND CONDUIT INFRASTRUCTURE FOR ALL SENSORS, CONTROL SYSTEMS AND REMOTE MOUNTED CONTROL PANELS AS REQUIRED.

51. ALL ELECTRICAL WORK, INCLUDING BUT NOT LIMITED TO DEVICES, EQUIPMENT, CONDUITS AND BOXES IN PARKING SPACES AND DRIVE AISLES OF COVERED GARAGE AREAS MUST BE INSTALLED TO MAINTAIN A MINIMUM HEIGHT CLEARANCE OF 98 INCHES FOR HANDICAP SPACES AND 84 INCHES FOR ALL OTHER SPACES.

52. CONTRACTOR TO COORDINATE ELECTRICAL WORK TO AVOID INTERFERENCE BETWEEN ALL OTHER TRADES.

A.DETERMINE INTERFERENCE BEFORE WORK IS FABRICATED OR INSTALLED. THE CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH ALL DETAILS OF WORK AND WORKING CONDITIONS AND COORDINATE WORK DURING PRELIMINARY STAGES TO ENSURE ACTUAL ERECTION WILL PROCEED WITHOUT INTERFERENCE.

COORDINATION IS OF PARAMOUNT IMPORTANCE AND NO REQUESTS FOR ADDITIONAL PAYMENT WILL BE CONSIDERED WHERE REQUEST IS BASED ON INTERFERENCE.

B. WHERE JOB CONDITIONS REQUIRE REASONABLE DEVIATIONS FROM CONTRACT DOCUMENTS, MAKE DEVIATIONS WITHOUT ADDITIONAL COST TO OWNER, AFTER

OBTAINING APPROVAL OF ARCHITECT.

C.PROVIDE MAXIMUM PRACTICAL SPACE FOR OPERATION, REPAIR, REMOVAL, AND TESTING OF ELECTRICAL EQUIPMENT. APPROVED DEVIATIONS MAY BE MADE TO

PROVIDE REQUIRED ACCESSIBILITY.

D.KEEP CONDUITS, WIREWAYS AND SIMILAR ITEMS AS CLOSE AS POSSIBLE TO CEILING, WALLS AND COLUMNS IN ORDER TO TAKE UP MINIMUM AMOUNT OF SPACE. ALL

WORK TO BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER.

E. PROVIDE OFFSETS, FITTINGS AND SIMILAR ITEMS NECESSARY TO ACCOMPLISH REQUIREMENTS OF COORDINATION WITHOUT ADDITIONAL EXPENSE TO OWNER.

F. PROVIDE ACCESS TO AND CLEARANCES AROUND EQUIPMENT AS REQUIRED BY THE N.E.C.

54. TESTING:

A. TEST AND ADJUST EQUIPMENT AND SYSTEMS INSTALLED AND DEMONSTRATE PROPER OPERATION TO OWNER'S REPRESENTATIVE. NO EQUIPMENT SHALL BE TESTED OR OPERATED FOR ANY PURPOSE UNTIL IT HAS BEEN FULLY PREPARED FOR OPERATION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

B. SHOW, BY DEMONSTRATION IN SERVICE, THAT ALL CIRCUITS AND DEVICES ARE IN GOOD OPERATING CONDITION. EACH PIECE OF EQUIPMENT AND COMPONENT OF THE ELECTRICAL SYSTEM SHALL FUNCTION NOT LESS THAN FIVE TIMES IN COURSE OF THE ACCEPTANCE TESTS.

C.FUNCTIONAL TESTING FOR LIGHTING CONTROL SYSTEM SHALL BE IN ACCORDANCE WITH IECC. THE ELECTRICAL CONTRACTOR SHALL ENSURE THAT CONTROL HARDWARE AND SOFTWARE ARE CALIBRATED, ADJUSTED, PROGRAMMED, AND IN PROPER WORKING CONDITION, PER CONSTRUCTION DOCUMENTS AND FACTORY

INSTRUCTIONS.

120V BRANCH CIRCUIT WIRING CONDUCTOR SIZE

DEPENDING ON BRANCH CIRCUIT RUN LENGTH FROM PANELBOARD TO THE LAST

DEVICE ON THE BRANCH CIRCUIT, THE CONTRACTOR SHALL INCREASE THE BRANCH

CIRCUIT WIRE SIZE AS PER THE TABLE BELOW.

MAXIMUM #10 WIRE SHALL BE USED FOR GENERAL RECEPTACLE CIRCUIT WIRING.

1. GENERAL:

A. BEFORE SUBMITTING THEIR BID, THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE TO VERIFY THE EXISTING CONDITIONS AND SCOPE OF WORK AREA. NO CONSIDERATION OR ALLOWANCE WILL BE GRANTED FOR FAILURE TO VISIT THE SITE, NOR FOR ANY ALLEGED MISUNDERSTANDING OF WORK TO BE PERFORMED. THE CONTRACTOR SHALL INCLUDE IN HIS BID PRICE ALL LABOR AND MATERIAL THAT MAY AFFECT HIS WORK.

B. THE GENERAL EXTENT OF EXISTING ELECTRICAL WORK TO BE DISMANTLED AND REMOVED OR RELOCATED IS INDICATED ON THE DRAWINGS.

C. ALL COMPONENTS ASSOCIATED WITH SYSTEMS AND EQUIPMENT TO BE REMOVED OR RELOCATED MAY NOT BE SPECIFICALLY INDICATED. REMOVE ALL ASSOCIATED ELECTRICAL ACCESSORIES AND COMPONENTS INCLUDING BUT NOT LIMITED TO HANGERS, WIRING, CONDUIT, BOXES AND ALL ADDITIONAL MISCELLANEOUS ITEMS RELATED TO THE EXISTING EQUIPMENT INDICATED TO BE REMOVED OR RELOCATED. REMOVE ALL ASSOCIATED WIRING AND CONDUIT BACK TO THE SOURCE OF SUPPLY IN EXISTING CIRCUITS WHICH ARE TO BE DEMOLISHED. UNLESS SPECIFICALLY INDICATED, NO EQUIPMENT, MATERIALS OR ASSOCIATED COMPONENTS SHALL

BE ABANDONED IN PLACE.

D. ABANDON ALL CONDUITS CONCEALED IN CONCRETE WALLS OR SLABS. REMOVE ALL WIRING FROM ABANDONED CONDUITS BACK TO SOURCE OF SUPPLY.

2. DISPOSAL OF DEMOLITION:

A. CONTRACTOR SHALL CLEAN THE PROJECT SITE AT THE END OF EACH WORKING DAY. NOTIFY THE BUILDING OWNER PRIOR TO DISPOSAL OF DEMOLISHED MATERIALS TO ALLOW SALVAGE OF ANY USABLE MATERIALS. AFTER INSPECTION FROM THE OWNER'S REPRESENTATIVE, ALL UNUSED MATERIALS SHALL BE REMOVED FROM THE JOB SITE WITH DISPOSAL IN ACCORDANCE WITH APPLICABLE SPECIFICATIONS AND REGULATIONS.

3. PROTECTION:

A. PROTECT FROM DAMAGE ALL EXISTING EQUIPMENT, DEVICES AND MATERIALS TO REMAIN. ANY EXISTING MATERIALS AND EQUIPMENT DAMAGED DURING THE COURSE OF THE CONSTRUCTION PROCESS SHALL BE REPLACED WITH MATERIALS AND EQUIPMENT CONFORMING TO EXISTING SPECIFICATIONS AT NO ADDITIONAL COST TO

THE OWNER.

4. TERMINATION AND PATCHING:

A. DISCONNECT EXISTING EQUIPMENT AND DEVICES WITH ASSOCIATED ACCESSORIES, CONDUIT AND WIRING BACK TO SOURCE OF SUPPLY.

B. WHERE EXISTING FLOORS, WALLS AND ROOFS MUST BE CUT OR ARE DAMAGED DURING THE CONSTRUCTION PROCESS, PATCH THE CUT OR DAMAGED AREAS TO

MATCH THE ADJACENT CONSTRUCTION.

C. THE CONTINUITY OF ALL EXISTING CONDUITS AND FEEDERS SERVICING AREAS AND EQUIPMENT TO REMAIN SHALL BE MAINTAINED. MODIFY THE EXISTING CIRCUITS IF

REQUIRED IN ORDER TO MAINTAIN THE EXISTING CIRCUITRY.

ELECTRICAL GENERAL DEMOLITION NOTES

WIRE SIZE

(AWG TYP.)LENGTH (FEET) VOLTAGE (V)

1200-66 0-102 120

20 #12 20 #10

AMPACITY (A)

A AMPERE

ADA AMERICANS WITH

DISABILITIES ACT

AF FUSE RATING IN AMPS

AFF ABOVE FINISHED FLOOR

AHJ AUTHORITY HAVING

JURISDICTION

AL ALUMINUM

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

ASHRAE AMERICAN SOCIETY OF

HEATING,

REFRIGERATING AND

AIR-CONDITIONING

ENGINEERS

AT TRIP RATING IN AMPS

ATS AUTOMATIC TRANSFER

SWITCH

AWG AMERICAN WIRE GAUGE

C CONDUIT

CB CIRCUIT BREAKER

CU COPPER

D EXISTING TO BE DEMOLISHED

DISC. SW. DISCONNECT SWITCH

DIV. DIVISION

DWG DRAWING

E, EX EXISTING TO REMAIN

EM DEVICE ON EMERGENCY

CIRCUIT

EMT ELECTRICAL METALLIC

TUBING

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FACP FIRE ALARM CONTROL PANEL

FASP FIRE ALARM SMOKE PURGE

PANEL

FATC FIRE ALARM TERMINAL

CABINET

FLA FULL LOAD AMPS

FSS FUSIBLE SAFETY SWITCH

G GROUND

GFI GROUND FAULT

INTERRUPTER

GRS G A L V A N I Z E D R E S I S T I V E

C O N D U I T

HP HORSE POWER

HVAC HEATING, VENTILATION AND

AIR CONDITIONING

HWH HOT WATER HEATER

HZ HERTZ

IBC INTERNATIONAL BUILDING

CODE

IG ISOLATED GROUND

IECC INTERNATIONAL ENERGY

CONSERVATION CODE

IESNA ILLUMINATING ENGINEERING

SOCIETY OF NORTH AMERICA

KCMIL THOUSANDS OF CIRCULAR MILS

KVA KILOVOLT-AMPS

KW KILOWATT

LM LUMEN

LTG LIGHTING

MCA MINIMUM CIRCUIT AMPS

MCB MAIN CIRCUIT BREAKER

MDP MAIN DISTRIBUTION PANEL

MISC MISCELLANEOUS

MLO MAIN LUGS ONLY

MOCP MAXIMUM OVERCURRENT

PROTECTION

N NEW

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS

ASSOCIATION

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NFSS NON FUSED SAFETY SWITCH

NL NIGHT LIGHT FIXTURE

NTS NOT TO SCALE

OSHA OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION

P POLE

PH, Ø PHASE

PNL PANEL

R RELOCATED AT NEW

LOCATION

REC RECEPTACLE

RR REMOVE AND RELOCATE

S/N SOLID NEUTRAL

SPD SURGE PROTECTIVE DEVICE

SWBD SWITCHBOARD

T, XFMR TRANSFORMER

TYP. TYPICAL

UL UNDERWRITER'S

LABORATORIES

UON UNLESS OTHERWISE NOTED

V VOLTS

VFD VARIABLE FREQUENCY DRIVE

W WATTS

WP WEATHERPROOF

ELECTRICAL SYMBOL LIST

(STANDARD SYMBOLS, ALL SYMBOLS MAY NOT APPEAR ON THE DRAWINGS)

ABBREVIATIONS

(STANDARD ABBREVIATIONS, ALL ABBREVIATIONS MAY NOT APPEAR ON THE DRAWINGS)

FUSIBLE DISCONNECT SWITCH

ELECTRICAL PANEL

DRY TYPE TRANSFORMERT

KEYED DRAWING NOTE

EE

N

H O

U

SE

BUILDING #7

LIFT STATION (E)

(6)4" CONDUITS FOR POWER (E)

(6)4" POWER CONDUITS AND

(2)4" LOW VOLTAGE CONDUITS (E)

(2)4" CONDUITS FOR LOW VOLTAGE (E)

(2)3" CONDUITS FOR

LOW VOLTAGE (E)

(5)4" CONDUITS

FOR POWER (E)

(1)3/4" POWER

CONDUIT (E)

PULL BOX (E)

PULL BOX (E)

PULL BOX (E)

PULL BOX (D)

3" CONDUITS FOR

PANELS E AND W (E)

(5)4" POWER CONDUITS, (1)4" EMPTY

CONDUIT AND (2)4" LOW VOLTAGE

CONDUITS (E)

(8)4"C (E)

(1)1" POWER

CONDUIT (N)

(5)4" POWER CONDUITS, (1)4"

EMPTY CONDUIT AND (2)4" LOW

VOLTAGE CONDUITS (N)

REFER TO DETAIL 3 ON THIS SHEET

ES101

PULL BOX FOR POWER (E)

200A FUSED

DISCONNECT SWITCH (E)

PULL BOX FOR

FA AND IT (E)

(2)4" LOW VOLTAGE

CONDUITS (E)

(5)4" POWER CONDUITS AND

(1)4" EMPTY CONDUIT (E)

(2)4" LOW VOLTAGE CONDUITS (N)

REFER TO DETAIL 5 ON THIS SHEET

(5)4" POWER CONDUITS AND

(1)4" EMPTY CONDUIT (N)

REFER TO DETAIL 4 ON THIS SHEET

3" CONDUITS FOR

PANELS E AND W (E)

(5)4" POWER CONDUITS, (1)4" EMPTY

CONDUIT AND (2)4" LOW VOLTAGE

CONDUITS (E)

200A CT CABINET WITH

UTILITY METER (N)

4" PVC. (TYP. OF 8)

ENCASED CONCRETE

5"

4" 4"

26"

6"

5"

16"

6" 6" 6"

FINISH GRADE

18"

24" MIN. TO

TOP OF DUCT

RED WARNING TAPE

ORANGE WARNING TAPE

4" PVC. (TYP. OF 6)

ENCASED CONCRETE

5"

4" 4"

20"

6"

5"

16"

6" 6"

FINISH GRADE

18"

24" MIN. TO

TOP OF DUCT

RED WARNING TAPE

4" PVC. (TYP. OF 2)

ENCASED CONCRETE

5"

4" 4"

8"

6"

5"

16"

FINISH GRADE

18"

24" MIN. TO

TOP OF DUCT

ORANGE WARNING TAPE

Original drawing size is 30"x42"; Scale entities accordingly if reduced/enlarged.

3040 WILLIAMS DRIVE, SUITE 600

FAIRFAX, VIRGINIA 22031

P: 703-691-2115 www. .com

TM

PROJECT NUMBER: SIGQ222911.22

Plotted By: RANJITH KUMAR Plot Date: 15-12-2022 11:08:47 Saved By: RANJITH.KUMAR File: V:\2022\SIGQ222911.22\26-SIGQ222911.22_E\222911.22_ES101.dwg Save Date: 12/15/2022 10:22 AM

KEYPLAN

PLAN

NORTH

NEW BUILDING

ADDITION -

(PHASE 1)

O

FF

IC

E

A N

D

LA

B O

R A

TO

R

Y B

U

IL

D

IN

G

NEW

DUMPSTER

TEMPORARY

PATCH

NEW ASPHALT

EMPLOYEE PARKING

AREA - 37 SPACES

NEW ASPHALT

EMPLOYEE PARKING

AREA - 20 SPACES

RCB

TO 22nd STREET

MOTOR

POOL

AREA

BRAN

BUILDING #8

BUILDING #54

B U

IL

D

IN

G

BUILDING #9

B U

IL

D

IN

G

BUILDING #10

BUILDING

#2

BUILDING #7

GREEN HOUSE

HEADER BLDG.

MAIN BLDG.

ES101

ELECTRICAL SITE

PLAN - PHASE 1

SCALE:

ELECTRICAL SITE PLAN - PHASE 1

1/32" = 1'-0"

ES101

# SHEET KEY NOTES

1.

GENERAL NOTES

1. REFER TO DRAWING E001 FOR ELECTRICAL GENERAL NOTES, LEGEND

AND ABBREVIATIONS.

2. COORDINATE WITH CIVIL AND LANDSCAPE PLANS FOR EXACT LOCATION,

DETAILS AND ADDITIONAL INFORMATION, PRIOR TO ROUGH-IN WORK.

3. UTILIZE HAND DIGGING WHERE WORK IS REQUIRED IN THE VICINITY OF

KNOWN UNDERGROUND UTILITIES. TAKE ALL NECESSARY

PRE-CAUTIONS SO NO EXISTING UTILITIES GET ACCIDENTALLY

DAMAGED.

4. FIELD COORDINATE THE EXACT LOCATION OF UNDERGROUND

CONDUITS WITH ALL OTHER UNDERGROUND UTILITIES AND THE SITE

CONDITIONS.

5. FIELD COORDINATE ALL UNDERGROUND CONDUITS AND DUCT BANK

LOCATION/ROUTING WITH THE SITE CONDITIONS AS WELL AS

STRUCTURAL FOOTINGS, AND ONLY AFTER APPROVAL BY STRUCTURAL

AND CIVIL ENGINEERS.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO ALL

CONCRETE & STRUCTURE. EXISTING DAMAGES WILL BE MARKED ON A

PRE-CONSTRUCTION WALK THROUGH.

7. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT

OF SYSTEMS AND WORK. FOLLOW DRAWINGS IN LAYING OUT, VERIFY

FIELD CONDITIONS AND COORDINATE WITH EXISTING CONDITION.

8. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, INCLUDING

REQUIREMENTS OF LOCAL AUTHORITIES.

9. ASPHALT PAVEMENT, CONCRETE, FENCES, VEGETATION, GRASS AND

GRAVEL AREAS WHICH HAVE BEEN DISTURBED SHALL BE RESTORED

AND REPAINTED TO MATCH EXISTING.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL

CONSTRUCTION PERMITS AND SCHEDULING ALL INSPECTION. ALL FINAL

INSPECTIONS SHALL BE COMPLETED BEFORE ACCEPTANCE BY THE

OWNER.

11. WHERE UNDERGROUND WIRING CROSSES EXISTING SIDEWALK OR

ROADWAY, BORE/MISSILE BELOW WITHOUT DISTURBING OR DAMAGING

SURFACE ABOVE. PROVIDE SCHEDULE 40 PVC SLEEVE IN BORED HOLE

FOR CONDUIT TO ROUTE THROUGH.

1. PROPOSED 200A, 208/120V, 3 PHASE UTILITY SERVICE. COORDINATE

WITH UTILITY COMPANY FOR EXACT ROUTING AND ADDITIONAL

INFORMATION.

2. PROVIDE NEW CONDUIT (4 #3/0AWG + 1 #6 AWG G IN 2" C) TO

EXISTING DISCONNECT SWITCH.

3. ROUTE (5) 4" CONDUITS FOR POWER CONDUCTORS INTO PULL BOX

OR PULLING ELBOWS ON EXTERIOR WALL AT 8'-0" AFG. REFER TO

DETAIL 3 ON SHEET ES102 FOR MORE INFORMATION.

4. ROUTE (2) 4" CONDUITS FOR LOW VOLTAGE CABLING INTO PULL BOX

OR PULLING ELBOWS ON EXTERIOR WALL AT 8'-0" AFG. REFER TO

DETAIL 3 ON SHEET ES102 FOR MORE INFORMATION.

5. ROUTE 3/4" CONDUIT FOR POWER CONDUCTORS INTO PULL BOX OR

PULLING ELBOW ON EXTERIOR WALL AT 8'-0" AFG. REFER TO DETAIL 3

ON SHEET ES102 FOR MORE INFORMATION.

6. ROUTE NEW CONDUITS IN PREPARATION FOR EXTENDING CONDUITS

TO EXISTING PULL BOXES.

SCALE:

BUILDING 54 CONDUIT ROUTING

1/32" = 1'-0"

ES101

SCALE:

4" - 8WAY (2Hx4V) 6 POWER AND 2 LOW VOLTAGE

CONDUIT DUCT BANK DETAIL

NOT TO SCALE

ES101 SCALE:

4" - 6WAY (2Hx3V) POWER CONDUIT DUCT BANK DETAIL

NOT TO SCALE

ES101 SCALE:

4" - 2WAY (2Hx1V) LOW VOLTAGE CONDUIT DUCT BANK DETAIL

NOT TO SCALE

ES101

EE

N

H O

U

SE

BUILDING #7

LIFT STATION (E)

(6)4" CONDUITS FOR POWER (E)

(2)4" CONDUITS FOR LOW VOLTAGE (E)

(2)3" CONDUITS FOR

LOW VOLTAGE (E)

(5)4" CONDUITS

FOR POWER (E)

(1)3/4" POWER

CONDUIT (E)

PULL BOX (E)

PULL BOX (E)

PULL BOX (E)

(5)4" POWER CONDUITS, (1)4" EMPTY

CONDUIT AND (2)4" LOW VOLTAGE

CONDUITS (E)

(8)4"C (D)

(1)1" POWER

CONDUIT (E)

(4) #6, #10G (N)

(5)4" POWER CONDUITS, (1)4"

EMPTY CONDUIT AND (2)4" LOW

VOLTAGE CONDUITS (E)

3 SETS OF (4) 500 KCMIL, #3 G AND

2 SETS OF (4) 500 KCMIL, #3 G (N)

ES102

(6)4" POWER CONDUITS AND

(2)4" LOW VOLTAGE CONDUITS (E)1

3" CONDUITS FOR

PANELS E AND W (E)

ES102

(1)3/4" POWER

CONDUIT (D)

PULL BOX FOR POWER (E)

200A FUSED

DISCONNECT SWITCH (D)

PULL BOX FOR

FA AND IT (E)

(2)4" LOW VOLTAGE

CONDUITS (D)

(5)4" POWER CONDUITS AND

(1)4" EMPTY CONDUIT (D)

(2)4" LOW VOLTAGE

CONDUITS (N)

(5)4" POWER CONDUITS AND (1)4"

EMPTY CONDUIT

3 SETS OF (4) 500 KCMIL, #3 G AND

2 SETS OF (4) 500 KCMIL, #3 G (N)

(5)4" POWER CONDUITS, (1)4" EMPTY

CONDUIT AND (2)4" LOW VOLTAGE

CONDUITS (D)

200A CT CABINET WITH

UTILITY METER (D)

(5)4" POWER CONDUITS,

(1)4" EMPTY CONDUIT AND

(2)4" LOW VOLTAGE CONDUITS

3 SETS OF (4) 500 KCMIL, #3 G AND

2 SETS OF (4) 500 KCMIL, #3 G (N)

EQUIPMENT RACK (E)

EQUIPMENT RACK (E)

CORRIDOR

COMM. RM

ELECTRICAL

ROOM

MAIN DISTRIBUTION

PANEL (MDP) (E)

JUNCTION BOX OR

PULLING ELBOWS (N)

(2)4" CONDUITS FOR LOW

VOLTAGE CABLING (E)

STANDBY DISTRIBUTION

PANEL (SDP) (E)

MCC-S (E)

(5)4" CONDUITS FOR POWER,

(5)4" EMPTY CONDUIT (E),

3 SETS OF (4) 500 KCMIL, #3 G, AND

2 SETS OF (4) 500 KCMIL, #3 G. (N)

(2)4" CONDUITS FOR LOW

VOLTAGE CABLING (E)

2 SETS OF (4) 500 KCMIL,

#3 G, 4" C (N)

3 SETS OF (4) 500 KCMIL,

#3 G, 4" C. (N)

(4)#6, #10 G, 1" (N)

JUNCTION BOX OR

PULLING ELBOW (N)

1" CONDUIT (E)

(4)#6, #10 G (N)

STANDBY AUTO TRANSFER

SWITCH (ATS-01) (E)

MCC-N (E)

LPN5 (E)

LPS5 (E)

LP1 (E)

LIGHTING CONTROL

LC1 (E)

LPS (E)

LPSB (E)

XFMR T7 (E)

XFMR T6 (E)

LPSA (E)

LPNB (E)

XFMR T3 (E)

XFMR T2 (E)

LPNA (E)

ANNUNCIATOR (E)

Original drawing size is 30"x42"; Scale entities accordingly if reduced/enlarged.

3040 WILLIAMS DRIVE, SUITE 600

FAIRFAX, VIRGINIA 22031

P: 703-691-2115 www. .com

TM

PROJECT NUMBER: SIGQ222911.22

Plotted By: RANJITH KUMAR Plot Date: 15-12-2022 11:10:02 Saved By: RANJITH.KUMAR File: V:\2022\SIGQ222911.22\26-SIGQ222911.22_E\222911.22_ES102.dwg Save Date: 12/15/2022 10:58 AM

KEYPLAN

PLAN

NORTH

NEW BUILDING

ADDITION -

(PHASE 1)

O

FF

IC

E

A N

D

LA

B O

R A

TO

R

Y B

U

IL

D

IN

G

NEW

DUMPSTER

TEMPORARY

PATCH

NEW ASPHALT

EMPLOYEE PARKING

AREA - 37 SPACES

NEW ASPHALT

EMPLOYEE PARKING

AREA - 20 SPACES

RCB

TO 22nd STREET

MOTOR

POOL

AREA

BRAN

BUILDING #8

BUILDING #54

B U

IL

D

IN

G

BUILDING #9

B U

IL

D

IN

G

BUILDING #10

BUILDING

#2

BUILDING #7

GREEN HOUSE

HEADER BLDG.

MAIN BLDG.

ES102

ELECTRICAL SITE

PLAN - PHASE 2

SCALE:

ELECTRICAL SITE PLAN - PHASE 2

1/32" = 1'-0"

ES102

# SHEET KEY NOTES

GENERAL NOTES

1. COORDINATE WITH OWNER PRIOR TO DISCONNECTING PREVIOUS

FEEDERS. ALL POSSIBLE PREPARATION WORK FOR NEW FEEDERS MUST

BE COMPLETE PRIOR TO DISCONNECTING PREVIOUS FEEDERS TO

MINIMIZE DOWNTIME.

2. REFER TO DRAWING E001 FOR ELECTRICAL GENERAL NOTES, LEGEND

AND ABBREVIATIONS.

3. COORDINATE WITH CIVIL AND LANDSCAPE PLANS FOR EXACT LOCATION,

DETAILS AND ADDITIONAL INFORMATION, PRIOR TO ROUGH-IN WORK.

4. UTILIZE HAND DIGGING WHERE WORK IS REQUIRED IN THE VICINITY OF

KNOWN UNDERGROUND UTILITIES. TAKE ALL NECESSARY

PRE-CAUTIONS SO NO EXISTING UTILITIES GET ACCIDENTALLY

DAMAGED.

5. FIELD COORDINATE THE EXACT LOCATION OF UNDERGROUND

CONDUITS WITH ALL OTHER UNDERGROUND UTILITIES AND THE SITE

CONDITIONS.

6. FIELD COORDINATE ALL UNDERGROUND CONDUITS AND DUCT BANK

LOCATION/ROUTING WITH THE SITE CONDITIONS AS WELL AS

STRUCTURAL FOOTINGS, AND ONLY AFTER APPROVAL BY STRUCTURAL

AND CIVIL ENGINEERS.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO ALL

CONCRETE & STRUCTURE.