Drawings.pdf

G-001

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US Army Corps of Engineers

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

New England District

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL

OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET

APPROVED FOR TECHNICAL ADEQUACY BY:

TECHNICAL LEAD ENGINEER DATE

DATE

DATE

DATE

DATE

APPROVED BY:

APPROVAL RECOMMENDED BY:

CHIEF, ENGINEERING DIVISION

This project was designed by the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents, within the scope of their employment as required by ER 1110-1-8152.

REVIEWED BY:

CHIEF, GEOTECHNICAL/WATER RESOURCES BRANCH

REVIEWED BY:

CHIEF, DESIGN BRANCH

CHIEF, GEO-ENVIRONMENTAL ENGINEERING BRANCH

ELECTRIC SERVICE UPGRADES AND

REPAIRS TO GATEHOUSE

WEST HILL DAM

UXBRIDGE, MASSACHUSETTS

MARCH 2022

GENERAL PLAN

SITE PLAN

CIVIL DETAILS I

CIVIL DETAILS AND CROSS SECTION

ELECTRICAL LEGEND AND GENERAL NOTES

ELECTRICAL SITE PLAN DEMOLITION

ELECTRICAL FLOOR PLANS DEMOLITION

ELECTRICAL RISER DIAGRAM DEMOLITION

ELECTRICAL SITE PLAN NEW WORK

ELECTRICAL DETAIL SHEET I

ELECTRICAL DETAIL SHEET Il

DESIGN FILESHEET NO.

G-001

INDEX TO DRAWINGS

SHEET TITLE

G-101

C-101

C-501

C-502

E-001

ED100

ED101

ED601

E-100

E-501

E-502

THA-WH-128_G-001.DWG COVER SHEET AND INDEX

THA-WH-128_G-001.DWG

THA-WH-128_C-101.DWG

THA-WH-128_C-501.DWG

THA-WH-128_C-502.DWG

THA-WH-128_ED601.DWG

THA-WH-128_E-100.DWG

THA-WH-128_E-501.DWG

THA-WH-128_E-502.DWG

THA-WH-128_E-001.DWG

THA-WH-128_ED-100.DWG

THA-WH-128_ED101.DWG

ELECTRICAL RISER DIAGRAM NEW

ELECTRICAL PANELBOARD SCHEDULES15

14 E-601

E-602

THA-WH-128_E-601.DWG

THA-WH-128_E-602.DWG

ELECTRICAL FLOOR PLANS NEW WORK 11 E-101 THA-WH-128_E-101.DWG

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LOCATION

PROJECT

VICINITY MAP

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GARAGE

GATEHOUSE

INTAKE CHANNEL

DAM CREST

GREEN GARAGE

SHELTER AREA

ACCESS ROAD

LOCATION

PROJECT

HARTFORD ROAD

W912WJ22B0009

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E6CD9LAJ

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PROJECT LOCATION

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TEMPORARY STAGING

AND STORAGE AREA

(APPOX. 2600SF)

GATEHOUSE

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PROJECT OFFICE

WHITE GARAGE

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EM-4

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B1

SCALE: 1" = 200'

GENERAL PLAN

400'0 200'

GENERAL NOTES:

1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

2. ALL WORK AND MATERIALS PROVIDED SHALL CONFORM WITH THE LINES, GRADES, ELEVATIONS, DIMENSIONS, MATERIAL REQUIREMENTS, AND

TESTING REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT DRAWINGS AND SPECIFICATIONS.

3. THE GOVERNMENT WILL NOT BE RESPONSIBLE FOR MEANS, METHODS, PROCEDURES, TECHNIQUES, OR SEQUENCES OF CONSTRUCTION THAT

ARE NOT SPECIFIED IN THE CONTRACT DOCUMENTS. THE GOVERNMENT WILL NOT BE RESPONSIBLE FOR FAILURE BY THE CONTRACTOR TO

PERFORM WORK ACCORDING TO THE CONTRACT DOCUMENTS.

4. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT AND FIELD ENGINEERING REQUIRED FOR COMPLETION OF THIS PROJECT. THE GOVERNMENT

WILL NOT PROVIDE SURVEY SERVICES.

5. THE CONTRACTOR SHALL VERIFY THAT ACTUAL SITE CONDITIONS ARE CONSISTENT WITH THE EXISTING CONDITIONS DEPICTED ON THE

CONTRACT DRAWINGS. DISCREPANCIES, OMISSIONS, AND ERRORS SHALL BE REPORTED TO THE CONTRACTING OFFICER'S REPRESENTATIVE

(COR) PRIOR TO THE START OF CONSTRUCTION.

6. ALL TREES AND OTHER VEGETATION BOTH OUTSIDE OF AND WITHIN THE CONSTRUCTION AREA NOT SPECIFICALLY DESIGNATED FOR REMOVAL

SHALL BE PRESERVED AND PROTECTED, WHETHER SHOWN OR NOT SHOWN ON THE CONTRACT DRAWINGS. THE CONTRACTOR SHALL ALSO

MINIMIZE DISTURBANCE TO LIMIT REMOVAL OF TREES AND OTHER VEGETATION.

7. ALL PRECAST CONCRETE PRODUCTS SHALL BE INSPECTED AT THE LOCATION OF MANUFACTURE. APPROVED PRECAST CONCRETE PRODUCTS

WILL BE STAMPED OR HAVE SUCH IDENTIFICATION NOTING THAT INSPECTION HAS BEEN CONDUCTED BY THE PRECASTER. PRECAST CONCRETE

PRODUCTS WITHOUT PROOF OF INSPECTION SHALL NOT BE APPROVED FOR INSTALLATION.

8. THE CONTRACTOR SHALL PROVIDE PROTECTION TO SURROUNDING PAVEMENT, VEGETATION, STRUCTURES, AND UTILITIES IN THE WORK AREA

THAT ARE TO REMAIN IN PLACE. CONTRACTOR CAUSED DAMAGES DURING CONSTRUCTION SHALL BE REPAIRED AND RESTORED TO ORIGINAL

CONDITIONS OR BETTER AT THE CONTRACTOR'S EXPENSE. DAMAGES TO EXISTING ASPHALT AND CONCRETE SHALL INCLUDE, BUT ARE NOT

LIMITED TO, CHIPPING, CRACKING, INDENTATIONS, AND SCUFFING.

9. ALL SURFACES DISTURBED BY THE CONTRACTOR WHICH ARE BOTH WITHIN AND UTSIDE THE CONSTRUCTION LIMITS OF WORK OR SCOPE OF

WORK INCLUDING CONTRACTOR STAGING AND STORAGE AREA, OR SURFACES DISTURBED WITHOUT PRIOR AUTHORIZATION BY THE COR, SHALL

BE RESTORED AT THE CONTRACTOR'S EXPENSE TO ORIGINAL CONDITIONS OR BETTER.

10. DISPOSAL OF ALL DEMOLISHED MATERIALS INCLUDING EXISTING MISCELLANEOUS CONSTRUCTION DEBRIS AND FILL IS THE RESPONSIBILITY OF

THE CONTRACTOR AND MUST BE DISPOSED OF OFFSITE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL MUNICIPAL REQUIREMENTS AT

NO ADDITIONAL COST TO THE GOVERNMENT.

11. AT COMPLETION OF WORK ALL DISTURBED AREAS AND NEW PAVEMENT SHALL BE SMOOTH AND FREE OF POCKETS WITH SUFFICIENT SLOPE TO

ENSURE POSITIVE DRAINAGE AND NO PONDING.

12. THE CONTRACTOR SHALL CALL DIG SAFE AT 811 OR 1-888-DIG-SAFE NOT LESS THAN 72 HOURS PRIOR TO THE START OF ANY EXCAVATION FOR

VERIFICATION OF UNDERGROUND UTILITY LOCATIONS. SINCE DIG SAFE MAY NOT IDENTIFY ALL BELOW GRADE UTILITIES ON GOVERNMENT

PROPERTY, THE CONTRACTOR SHALL ENGAGE THE SERVICES OF THE WEST HILL PROJECT MANAGER, AND PRIVATE UTILITY LOCATING

COMPANIES FOR ADDITIONAL ASSISTANCE WITH LOCATING UNDERGROUND UTILITIES.

SYMBOL DESCRIPTION

LEGEND

EXISTING UTILITY POLE

EXISTING 6-FOOT CHAINLINK FENCE

EXISTING GUARDRAIL

EXISTING PAVED AREA

EXISTING TREE, SHRUBS, OR VEGETATION LINE

LIMIT OF WORK

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EXISTING RIPRAP EDGE

EXISTING ELECTRICAL UNDERGROUND

NEW ELECTRICAL UNDERGROUND

EXISTING STRUCTURES

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ELECTRICAL SECONDARY OVERHEAD

ELECTRIC BRANCH FEEDER UNDERGROUND

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NEW GRADING

PROPERTY LINE

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SAWCUT LINE

FIRE HYDRANT

NEW ELECTRIC BRANCH FEEDER UNDERGROUND

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SURVEY CONTROL POINT

EM-1

SEDIMENT CONTROL BARRIER

SCB

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PHOTO DIRECTION AND

LOCATION INDICATOR

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SWITCH TO REMAIN

PROPERTY LINE

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TO REMAIN

EXISTING UPOLE

TO REMAIN

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EXISTING ROCK

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FIRE HYDRANT

EXISTING

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PROPOSED ELECTRIC

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CONCRETE PAD

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EDGE OF

ASPHALT

EXISTING OVERHEAD

ELECTRICAL UTILITY

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ELECTRICAL SHEET

EXISTING UNDERGROUND

ELECTRICAL UTILITY

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ELECTRICAL SHEET E-100

NEW PULL BOX

PROPOSED GENERATOR

CONCRETE PAD

REFER TO G1 ON C-502

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EXISTING OVERHEAD

ELECTRICAL UTILITY

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INSTALL SEDIMENT

CONTROL BARRIER

SEE DETAIL A1 ON C-502

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PROPOSED

3/4" CRUSHED STONE

EXISTING UNDERGROUND

ELECTRICAL UTILITY

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7.0'

8.0'

M

IN

5.0'

EXISTING UPOLE

TO REMAIN

EXISTING UPOLE

TO REMAIN

GREEN GARAGE

EXISTING FFE = 275.6'

PROPOSED ELECTRIC

SERVICE EQUIPMENT

CONCRETE PAD

REFER TO G1 ON C-502

NEW PULL BOX

PROPOSED GENERATOR

CONCRETE PAD

REFER TO G1 ON C-502

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GRAVEL

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EXISTING 1' WIDE

DRAINAGE TRENCH

TO BE PROTECTED

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10' 20'0

ENLARGED PLAN - NEW CONCRETE PAD

SCALE: 1"= 10'

F13

SITE PLAN

SCALE: 1"= 40'

A1

CIVIL KEYNOTES:

CONTRACTOR TO INSTALL 5 NEW 6" DIAMETER STEEL BOLLARDS WITH 5' O.C. SPACING. SEE DETAIL

B11 ON SHEET C-502.

SAWCUT ASPHALT PAVEMENT, REMOVE AND DISPOSE OF REMOVED PAVEMENT AT AN APPROVED

OFFSITE LOCATION. TRENCH WIDTH AND DEPTH SHALL BE KEPT TO A MINIMUM BUT MADE WIDE

ENOUGH TO MEET THE REQUIREMENTS FOR INSTALLATION OF NEW ELECTRICAL CONDUITS.

RESTORE DISTURBED AREA WITH NEW HOT MIX ASPHALT AS PER DETAIL A6 ON SHEET C-501.

4 PROPOSED UNDERGROUND ELECTRICAL CONDUIT. SEE DUCTBANK TRENCH DETAIL ON SHEET C-501.

40' 80'0

3/4" CRASHED STONE LIMIT AREA, WITH A MINIMUM OF 5FEET OFFSET SURROUNDING CONCRETE PAD.

NN

IF NEEDED, THE CONTRACTOR SHALL REMOVE FENCE FABRIC AND LEAVE THE FENCE POSTS IN PLACE. RUN

THE TRENCH BETWEEN EXISTING POSTS. SEE EXISTING CONDITIONS PHOTO E-25 ATTACHED AT THE END OF

SPECIFICATION SECTION PACKAGE.

ENLARGED PLAN

F13 THIS SHEET

EXISTING BURIED CONDUIT TO REMAIN, REFER TO ELECTRICAL SHEET.

US Army Corps of Engineers

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PROPOSED ELECTRICAL CONDUIT. CONDUIT RUNS EXPOSED FROM CONTROL HOUSE TO TURNING POINT

IN FENCE WHERE IT BECOMES DIRECT BURIED. SEE DUCTBANK TRENCH DETAIL ON SHEET C-501. REFER

TO ELECTRICAL PLANS FOR MORE DETAIL.

E6CD9LAJ

2" HOT MIX ASPHALT

SURFACE COURSE

2" HOT MIX ASPHALT

BINDER COURSE

12" OF COMPACTED

GRANULAR SUBBASE

UNDISTURBED OR

COMPACTED SUBGRADE

APPLY TACK COAT

PAVEMENT TIE-IN JOINT

NOTES:

1. APPLY TACK COAT ON ALL SAWED FACES AND MILLED SURFACES.

2. MILL 2" OF EXISTING PAVEMENT SURFACE BEYOND FULL DEPTH SAWCUT FOR OFFSET JOINT. APPLY TACK COAT PRIOR TO

PLACEMENT OF PAVEMENT WEARING COURSE.

(SEE NOTE 2)

12" (TYP)

FULL DEPTH

SAWCUT (TYP)

APPLY HOT-MELT RUBBERIZED

ASPHALT SEALANT ALONG JOINT

SAWCUT AND APPLY

TACK COAT

EXISTING ASPHALT

PAVEMENT

EXISTING AGGREGATE

BASE/SUBBASE COURSE

APPLY TACK COAT

APPLY TACK COAT

SAWCUT AND APPLY

TACK COAT

NOTES:

1. BACKFILL MATERIAL AND COMPACTION REQUIREMENTS SHALL MEET THE REQUIREMENTS OF SECTION 31 23 00.

2. TRENCHES SHALL BE COMPLETELY DEWATERED PRIOR TO PLACEMENT OF CONDUIT BEDDING MATERIAL AND KEPT

DEWATERED DURING INSTALLATION OF PIPE AND BACKFILL.

3. PLACE 6 INCHES OF TOPSOIL AND SEED AT ALL DISTURBED AREAS IDENTIFIED AS GRAVEL AREAS. ALONG THE WIDTH

OF THE TRENCH, MOUND TOPSOIL TO A HEIGHT OF 4 INCHES ABOVE FINISHED GRADE TO ALLOW FOR SETTLEMENT

4. WHERE STABLE SLOPES CANNOT BE MAINTAINED TO MEET THE REQUIREMENTS OF EM 385-1-1, BRACING AND

SHEETING OR OTHER TRENCH PROTECTION SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH EM 385-1-1.

ALL SUCH TRENCH PROTECTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

5. REUSE SUITABLE EXCAVATED MATERIAL AS BACKFILL. IF NONE IS SUITABLE THEN BACKFILL DUCTBANK WITH

SELECTED FILL. BACKFILL IN LAYERS.

6. SAND BACKFILL. WHEN PLACING SAND POUR SLOWLY AND DISTRIBUTE IT CAREFULLY SO AS NOT TO DISLODGE THE

SPACERS.

7. PLASTIC WARNING TAPE SHALL BE "EXTRA STRETCH," 6" WIDE. COLOR CODE SHALL BE AS FOLLOWS: RED-ELECTRIC, ORANGE-COMMUNICATIONS. IMPRINTED TEXT SHALL IDENTIFY DUCTBANK SERVICE. UTILIZE NON-DETECTABLE TAPE

FOR ELECTRIC DUCTS AND METALLIZED DETECTABLE TAPE FOR COMMUNICATION DUCTS.

8. REFER TO TYPICAL REINFORCED CONCRETE DUCTBANK CONSTRUCTION DETAIL ON SHEET E-501 FOR ADDITIONAL

REQUIREMENTS.

UNPAVED PAVED

STABLE SLOPE OR

TRENCH PROTECTION

(SEE NOTE 4)

FINISHED ASPHALT

PAVEMENT GRADE

UNPAVED SURFACE TO

MATCH EXISTING UNLESS

OTHERWISE NOTED

SEE NOTE 5

SEE NOTE 8

TYPICAL ASPHALT

PAVEMENT SECTION

(SEE DETAIL E4 ON THIS SHEET)

6" PLASTIC WARNING TAPE SEE

NOTE 7

SEE NOTE 6

M

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REFER TO DETAIL

ON SHEET E-501

B*

A

2'-0"

#6@12 TOP AND BOTTOM, EACH WAY

COMPACT

STRUCTURAL

FILL

ANCHOR BOLTS SIZE SPACING.

LOCATION EMBEDMENT DEPTH AND

TYPE BY EQUIPMENT MANUFACTURER

UNDISTURBED SUBGRADE

1. REINFORCED CONCRETE SHALL COMPLY WITH ACI 318.

2. MINIMUM CONCRETE STRENGTH AT 28 DAYS: STRUCTURAL CONCRETE: f'c = 5000PSI

3. REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO ASTM SPECIFICATION A615 GRADE 60.

4. REINFORCING STEEL FABRICATION SHALL BE IN COMPLIANCE WITH THE CRSI MANUAL OF STANDARD PRACTICE.

5. NO BAR SPLICES WILL BE PERMITTED FOR USE AS REINFORCEMENT OF THE PAD.

6. DETERMINE CLEAR CONCRETE COVER BASED ON EXPOSURE TO THE ENVIRONMENT. REINFORCING STEEL SHALL

HAVE THE FOLLOWING MINIMUM CLEAR CONCRETE COVER UNLESS OTHERWISE NOTED.

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES

CONCRETE SURFACES IN CONTACT WITH SOIL, WATER OR EXPOSED TO WEATHER: 2 INCHES

7. CONSTRUCTION JOINTS SHALL NOT BE PLACED AT LOCATIONS OTHER THAN THOSE SHOWN ON THE DRAWINGS

WITHOUT THE PRIOR WRITTEN APPROVAL OF THE COR.

8. ALL EXPOSED CORNERS OF CONCRETE TO HAVE A 3/4" MINIMUM CHAMFER UNLESS OTHERWISE NOTED.

9. PIPE SLEEVES, CONDUITS OR OTHER ITEMS TO BE EMBEDDED OR PASS THROUGH THE CONCRETE ARE NOT SHOWN

AND SHALL BE COORDINATED BY THE CONTRACTOR

CAST-IN PLACE CONCRETE NOTES:

CONCRETE GENERATOR/EQUIPMENT PAD PLAN

SCALE: N.T.S

D4

CONCRETE GENERATOR AND EQUIPMENT PAD SECTION

SCALE: N.T.S

A1

C-501

A1

A

8'-0" 13'-0"

TOP OF

CONCRETE

LOCATION

PROPOSED GENERATOR

CONCRETE GENERATOR/EQUIPMENT PAD SCHEDULE

B

NOTES:

1. A MINIMUM OF 2 FOOT CLARENCE AROUND THE EQUIPMENT IS REQUIRED.

2. *INDICATES DIMENSIONS AND /OR INFORMATION TO BE COORDINATED BY THE

CONTRACTOR WITH THE MANUFACTURERS OF THE APPROVED GENERATOR

AND EQUIPMENT PRIOR TO FABRICATION AND CONSTRUCTION.

3. CONCRETE GENERATOR/EQUIPMENT PAD SHALL NOT BE FABRICATED OR

CONSTRUCTED UNTIL THE EQUIPMENT LOADS HAVE BEEN SUBMITTED AND

ADJUSTED TO THE FOUNDATION DESIGN, IF REQUIRED BY THE

CONSTRUCTION MANAGER, HAVE BEEN COMPLETED.

4. COMPACTED STRUCTURAL FILL SHALL BE PLACED IN LIFTS NOT GREATER THAN 12"

AND SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY. STRUCTURAL FILL

SHALL MEET THE REQUIREMENTS OF THE COMMONWEALTH OF MASSACHUSETTS

DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAYS &

BRIDGES, M1.03.1 PROCESSED GRAVEL FOR SUBBASE AND SHALL BE IN

ACCORDANCE WITH ASTM D-1557 TEST PROCEDURE.

C-501

C I V

L

T

A I L

S

I

R G

U G

O

R G

U G

O

M G

O D

F R

E Y

L T

H I B

O D

E A

U

A N

S I

D

N T

S

M A

R C

H

C7

SCALE: N.T.S

DUCTBANK TRENCH DETAIL

D1

SCALE: N.T.S

TYPICAL ASPHALT PAVEMENT SECTION

NOTES:

1. MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH MASSDOT STATE

SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, 2021 EDITION.

2. HOT MIX ASPHALT SURFACE AND BINDER COURSES: REFER TO SPECIFICATION SECTION 32 12 16.

3. COMPACTED SUBBASE TO EXTEND 12-INCHES MINIMUM BEYOND THE EDGE OF PAVEMENT.

4. BITUMINOUS MATERIAL USED FOR THE EMULSIFIED SEALANT SHALL BE EMULSIFIED ASPHALT, GRADE RS-1 CONFORMING TO AASHTO M 140.

A6

SCALE: N.T.S

TYPICAL SAWCUT SECTION

C

S

T

A I L

D

T H

E

E T

S O

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A T

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N

O

D E

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N

M A

R K

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S U

B M

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D

B

Y

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T E

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N T

R A

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E C

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B

Y

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N

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I S

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E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

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B

A

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

N E

W

E

N G

L A

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T R

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C O

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M

A

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S

H E

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G

C

O D

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E L E

C T

R

R

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U

P G

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A

N D

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P A

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O

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A T

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O U

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L L

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A M

U X

B R

I D

G E

M

A S

S A

C H

U S

E T

T S

W W

J B

T H

A W

H

7'-0" 7'-0"

PROPOSED ELECTRIC SERVICE

EQUIPMENT

SEE NOTE 6

12" CRUSHED STONE

3'-0"

C

1'-0"

E6EPDLPT

10 20

-10

PROPOSED GENERATOR

CONCRETE PAD

TOP ELEV. 278.0

BOT ELEV. 276.5

PROPOSED ELECTRIC

SERVICE EQUIPMENT

CONCRETE PAD

TOP ELEV. 277.5

BOT ELEV. 276.0

EXISTING GRADE

PROPOSED

GRADE

PROPOSED

FINISHED GRADE

OF CRUSHED

STONE

STRUCTURAL FILL

(SEE DETAIL D4

ON SHEET C-501)

EXISTING

GREEN GARAGE

PROPOSED

BOLLARD

EXISTING 1' WIDE

DRAINAGE TRENCH

0 10 20 30 40 47

SELECTED

FILL

SELECTED

FILL SELECTED

FILL

P

R O

D U

C T

I O

N

D

A T

A

P

R O

D U

C T

I O

N

D

A T

A

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R O

D U

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D

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R O

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A T

A

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

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R S

N E

W

E

N G

L A

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C O

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C H

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A L E

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SHEET ID

M A

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R I P

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A T

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

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P

C-502

C I V

T

A I L

S

A

O

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T I O

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O

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G O

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M

A S

S A

C H

U S

E T

T S

W W

J B

T H

A W

H

CONCRETE PAD SECTION VIEW

HORIZONTAL SCALE: 1"= 5'

G1

NOTES:

1. REFER TO DETAIL ON C-501 FOR ADDITIONAL DETAIL AND DIMENSIONS.

18" MIN

COMPOST FILTER SOCK

(TYP); 12" DIAMETER

2" x 2" HARD-

WOOD STAKE

A

A

2" X 2" HARDWOOD

STAKE (TYP OF 4 AT

EACH JOINT)

9" 10' MAX

PROTECTED SIDE

COMPOST

FILTER SOCK

2" X 2" X 48" HARDWOOD

STAKE SPACED AT 10' MAX OC

SEE NOTE 4

SECTION A-A

JOINT DETAIL

M I N

DISTURBED SIDE

RUNOFF

R U

N O

F F

R U

N O

F F

OVERLAP

ALONG LENGTH

SEE NOTE 2

FINISHED GRADE

ROUNDED TOP

OF CONCRETE

24" DIA CONCRETE BASE

(SEE NOTE 1)

6" NOM OD X 9'-0" LONG

SCH 40 GALVANIZED

STEEL PIPE FILLED

WITH CONCRETE

(SEE NOTE 2)

BOLLARD COVER; COVER DIAMETER SIZED TO FIT

6" NOM OD SCH 40 STEEL PIPE

(SEE NOTE 4)

1" CROWN

6"

UNDISTURBED OR

TAMPED SUBGRADE

CROWN

STEEL BOLLARD DETAIL

SCALE: N.T.S

B11

1 1/2" MIN

VERTICAL SCALE: 1"= 1'

0 5' 10'

0 1' 2'6"

COMPOST FILTER SOCK DETAIL

SEDIMENT CONTROL BARRIER

SCALE: N.T.S

A1

NOTES:

1. SEDIMENT CONTROL BARRIERS (SCB) SHALL BE PLACED ALONG THE CONTOUR.

EACH END OF SCB SHALL BE EXTENDED AT LEAST 8 FEET UPSLOPE AT 45 DEGREES

FROM MAIN RUN OF SCB.

2. SCB PLACED AT BOTTOM OF SLOPES SHALL BE AT LEAST 5 FEET FROM TOE OF

SLOPES.

3. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION, INSPECTION, MAINTENANCE,

REPAIRS, AND REMOVAL OF SCB.

4. BOTTOM OF COMPOST FILTER SOCK SHALL BE IN FULL CONTACT WITH THE GROUND

ALONG ITS ENTIRE LENGTH.

NOTES:

1. CONCRETE: 4000 PSI AT 28 DAYS.

2. STEEL PIPE SHALL MEET ASTM A53/A53M, GRADE B, SCHEDULE 40, HOT-DIP

GALVANIZED FINISH. GALVANIZED FINISH SHALL BE A ZINC COATING WITH A MINIMUM

THICKNESS OF 2.0 OUNCES PER SQUARE FOOT AND BE IN COMPLIANCE WITH ASTM

A123/123M

3. THE BOLLARD COVER SHALL BE YELLOW AND MADE OF HDPE PLASTIC AND HAVE A

NOMINAL WALL THICKNESS OF 1/4 INCH. THE PLASTIC SHALL HAVE ULTRAVIOLET AND

ANTISTATIC ADDITIVES. THE BOTTOM OF THE BOLLARD COVER SHALL SIT FLUSH WITH

TOP OF PAVEMENT/EXISTING GRADE.

O

W N

E6EPDLPT

EQUIPMENT LEGEND

DISCONNECT SWITCH (UNFUSED)

DISCONNECT SWITCH (FUSED)

240/120 VOLT, 1Ø, 3 WIRE PANEL

XL

XD

XN

XR

XM

SYMBOLS OUT OF FUNCTION DENOTES EXISTING

EXISTING EQUIPMENT LEGEND

BUILDING GROUNDING GRID LEGEND

BOLTED CONNECTION

EXOTHERMICALLY WELDED CONNECTION

GROUND ROD

GROUNDING CABLE

GENERAL NOTES

PANELBOARD

TRANSFER SWITCH

AMPERES

AMERICANS WITH DISABILITIES ACT

AMPERE INTERRUPTING CAPACITY

AUTOMATIC TRANSFER SWITCH

ALUMINUM

INSTITUTE

ARCHITECT

AMERICAN NATIONAL STANDARDS

AUTHORITY HAVING JURISDICTION

ABOVE FINISH GRADE

AIR HANDLING UNIT

ABOVE FINISH FLOOR

AMERICAN WIRE GAUGE

BELOW FINISH GRADE

AUTOMATIC TEMPERATURE CONTROL

CONDUIT

CIRCUIT

COLUMN

CONTROL POWER TRANSFORMER

CIRCUIT BREAKER

CENTERLINE

CATALOG

CURRENT LIMITING FUSE

BUILDING

DIRECT DIGITAL CONTROL

COPPER

DRAWING

CURRENT TRANSFORMER

FAN COIL UNIT

ELECTRICAL CONTRACTOR

EXHAUST FAN

EMERGENCY

FIRE ALARM

ELECTRICAL METALLIC TUBING

ELECTRIC WATER COOLER

EMERGENCY POWER OFF

GROUND FAULT INTERRUPTER

GROUND OR GROUNDING

FLEXIBLE METAL CONDUIT

FULL LOAD AMPERES

ISOLATED GROUND

HAND, OFF, AUTOMATIC SWITCH

INTERLOCK

INSTITUTE OF ELECTRICAL AND

THOUSAND CIRCULAR MILS

ELECTRONIC ENGINEERS

INTERMEDIATE METAL CONDUIT

GALVANIZED RIGID METALLIC CONDUIT

CERTIFIED BALLAST MANUFACTURERS

HOA

IG

IEEE

IMC

INT

kcmil

FLA

FT

FMC

GFI

GRMC

GND,G

FEET

EM

EPO

EMT

F

FCU

FA

EWC

FUSE

DDL

CU

CT

DWG

EC

EF

CB

CKT

CBM

CPT

CLF

COL

CL

BFG

ATC

AWG

CAT

C

BLDG

AHU

AIC

AL

ATS

ARCH

ANSI

A

ADA

AFG

AFF

AHJ

PT POTENTIAL TRANSFORMER

PHASE

QUANTITY

REQUIRED

ROOF TOP UNIT

TELEPHONE

SYMMETRICAL

POLYVINYL CHLORIDE

RIGID METAL CONDUIT

ROOT MEAN SQUARED

RIGID NON-METALLIC CONDUIT

BREAKER

UNIT HEATER

TRANSFORMER

WEATHERPROOF

WATER HEATER

UNLESS OTHERWISE NOTED

UNDERGROUND OR UNDERGRADE

UNDERWRITERS LABORATORIES

UNINTERRUPTABLE POWER SUPPLY

THERMAL MAGNETIC CIRCUITTMCB

WH

XFMR

WP

W

V

DELTA

WYE

WIRE

VOLT

UG

UL

UPS

UH

U.O.N.

SP

RTU

RNMC

SW

TEL

SYM

SWITCH

SPARE

PWR

QTY

PVC

RMC

RMS

REQ'D

POWER

KILOWATTS

CONDUIT

LIGHTING

MISCELLANEOUS

MAIN LUGS ONLY

KILOVOLT AMPERES

NORMALLY CLOSED

METAL CLAD CABLE

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

MOTOR CIRCUIT PROTECTOR

LIQUIDTIGHT FLEXIBLE METAL

ASSOCIATION

NOT TO SCALE

PUSHBUTTON

NOT IN CONTRACT

NATIONAL ELECTRICAL

NATIONAL ELECTRIC CODE

MANUFACTURES ASSOCIATION

NATIONAL FIRE PROTECTION

PROVIDED UNDER OTHER SECTIONS

NORMALLY OPEN OR NUMBER

NO

NTS

POS

PNL

P

PB

PANEL

POLE

NEC

NEMA

N.I.C.

NFPA

MC

MCB

MCC

MCP

MLO

NC

MISC

kW kVA

LTG

LFMC

GENERAL ABBREVIATIONS

BT3

CABINET UNIT HEATERCUH

XS

G

Ø

Y

BUILDING SYSTEM GROUND BUS

HPF

HIGH POWER FACTOR

N E

L

TS

"ATS" DENOTES AUTOMATIC TRANSFER SWITCH

"MTS" DENOTES MANUAL TRANSFER SWITCH

BUCK-BOOST TRANSFORMER FOR 208V, 1Ø TO 240/120VOLT,1Ø.

"T3" DENOTES TRANSFORMER-3KVA. "WP" DENOTES

WEATHERPROOF

CIRCUITRY, RACEWAYS

AND FEEDERS LEGEND

M

CB1

ENCLOSED CIRCUIT BREAKER. "1" INDICATES GATE NUMBER

UTILITY NET METER

WP

EPO

EMERGENCY POWER OFF BUTTON. "WP" INDICATES

WEATHERPROOF

WP

1. INTERRUPTIONS TO EXISTING ELECTRIC SERVICES AND SYSTEMS SHALL BE AS SHORT AS

POSSIBLE. MAXIMUM OF 8 HOURS SHALL BE ALLOWED FOR POWER SHUT-DOWN. LONGER

DURATION MAY BE ALLOWED IF INTAKE CHANNEL FLOW CONDITIONS ALLOW FOR MINIMAL GATE

OPERATION. FOR ANY POWER SHUT-DOWNS, THE TIME AND DURATION SHALL BE APPROVED

BY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) AND IN CONJUNCTION WITH THE

LOCAL OPERATING STAFF.

2. ALL WIRING SHALL BE RUN CONCEALED UNLESS SPECIFIED OTHERWISE.

3. ALL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, RECTILINEAR TO

BUILDING STRUCTURE.

4. ALL COMPONENTS SHOWN ON THE RISER DIAGRAMS, BUT NOT ON THE PLAN OR VICE VERSA, SHALL BE INCLUDED AS IF SHOWN ON BOTH.

5. CONDUIT HOMERUNS SHOWN ON THE DRAWING WITH MORE THAN 3 CURRENT CARRYING

CONDUCTORS ARE SHOWN DIAGRAMATICALLY. THIS CONTRACTOR SHALL NOT INSTALL MORE

THAN 3 CURRENT CARRYING CONDUCTORS IN A RACEWAY UNLESS INSTALLATION COMPLIES

WITH ARTICLE 310 OF THE NATIONAL ELECTRIC CODE, NOTES TO AMPACITY TABLES

REGARDING CONDUCTOR ADJUSTMENT FACTORS. ELEMENTS OF THE ELECTRICAL WORK

SHALL BE INSTALLED SUCH THAT AT COMPLETION THE ELEMENT SHALL BE "FULLY AND

REASONABLY ACCESSIBLE".

6. ELEMENTS OF THE ELECTRICAL WORK INCLUDE, BUT ARE NOT LIMITED TO PANELS,

SWITCHBOARDS, MOTOR CONTROLS, TRANSFORMER, DISCONNECTS, JUNCTION BOXES, AND

ALL MAINTENANCE ACCESS POINTS INCLUDING CABLE PULL SPACE. "FULLY AND REASONABLE

ACCESSIBLE" SHALL BE DEFINED AS; CAPABLE OF BEING ACCESSED FOR SERVICE, REPAIR OR

REPLACEMENT BY AN AVERAGE SIZED INDIVIDUAL, ON A LADDER IF NECESSARY, AND CAPABLE

OF BEING SERVICED OR REMOVED WITHOUT REMOVING, MODIFYING OR DISTORTING OTHER

COMPONENTS OF THE WORK OF OTHER TRADES. CONFLICTS WITH MEETING THIS

REQUIREMENT SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER

REPRESENTATIVE (COR) IN A TIMELY MANNER.

7. EACH LIGHTING AND RECEPTACLE BRANCH CIRCUIT SHALL INCLUDE A SEPARATE NEUTRAL

CONDUCTOR FOR EACH AND EVERY CIRCUIT, UNLESS SPECIFICALLY NOTED OTHERWISE.

8. THE ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS TO ENSURE THAT THE

NEW WORK WILL FIT WITHIN THE ALLOTTED SPACE OF THE EXISTING STRUCTURE IN THE

MANNER INTENDED AND SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE

COR PRIOR TO ANY ROUGH-INS, FABRICATION, OR PERFORMING ANY WORK IN THE AREA

INVOLVING DIFFERENCES. NOTIFICATION SHALL BE IN THE FORM OF A DRAWING OR SKETCH

INDICATING FIELD MEASUREMENTS AND NOTES RELATED TO THE AREA.

9. PROVIDE ITEMS REFERRED TO IN SINGULAR NUMBER IN CONTRACT DOCUMENTS IN

QUANTITIES NECESSARY TO COMPLETE WORK.

10. VISIT SITE AND EXAMINE CONDITIONS UNDER WHICH WORK MUST BE PERFORMED. REPORT

ADVERSE CONDITIONS IN WRITING TO COR. COMMENCEMENT OF WORK SHALL BE CONSTRUED

AS COMPLETE ACCEPTANCE OF EXISTING CONDITIONS INCLUDING PREPARATORY WORK DONE

BY OTHERS.

11. PERFORM WORK AND PROVIDE MATERIALS AND EQUIPMENT AS SHOWN ON DRAWINGS AND

DESCRIBED IN THE SPECIFICATIONS. COORDINATE ELECTRICAL WORK WITH WORK OF ALL

OTHER SECTIONS.

12. GIVE NOTICES, FILE PLANS, OBTAIN PERMITS AND LICENSES, PAY FEES AND BACK CHARGES, AND OBTAIN NECESSARY APPROVALS FROM AUTHORITIES THAT HAVE JURISDICTION.

13. PERFORM WORK AS REQUIRED BY CODES, REGULATIONS AND LAWS OF LOCAL, STATE AND

FEDERAL GOVERNMENTS AND OTHER AUTHORITIES WITH LAWFUL JURISDICTION.

14. MATERIAL AND EQUIPMENT SHALL BE UL, NEMA, ANSI, IEEE, ADA & CBM APPROVED FOR

INTENDED SERVICE. MATERIAL AND INSTALLATION SHALL MEET ALL CODE REQUIREMENTS

LISTED WITHIN THE CONTRACT DOCUMENTS.

15. CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS ON SITE. RECORD SET MUST BE

COMPLETE AND CURRENT AND AVAILABLE FOR INSPECTION WHEN REQUISITIONS FOR

PAYMENT ARE SUBMITTED.

16. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS.

PROVIDE INFORMATION AND COMPONENTS SHOWN ON RISER DIAGRAMS BUT NOT SHOWN ON

PLANS, AND VICE VERSA, AS IF EXPRESSLY REQUIRED ON BOTH.

17. ADDRESS QUESTIONS REGARDING DRAWINGS TO COR IN WRITING PRIOR TO THE START OF

WORK. OTHERWISE, COR INTERPRETATION OF MEANING AND INTENT OF DRAWINGS SHALL BE

FINAL.

18. DEVIATION FROM CONTRACT DOCUMENTS, OR PROPOSED SUBSTITUTION OF MATERIALS OR

EQUIPMENT FOR THOSE SPECIFIED, SHALL BE REQUESTED IN SEPARATE REQUEST FOR

INFORMATION (RFI), WHETHER DEVIATIONS ARE DUE TO FIELD CONDITIONS, STANDARD SHOP

PRACTICE, OR OTHER CAUSE. REFER TO RFI PROCESS IN THE SPECIFICATION

19. BRANCH CIRCUIT WIRING MAY NOT BE SHOWN GRAPHICALLY ON DRAWINGS AND MAY BE

INDICATED BY CIRCUIT NUMBERS BESIDE FIXTURES, DEVICES AND EQUIPMENT. PROVIDE

COMPLETE WIRING SYSTEM WHETHER OR NOT INDICATED GRAPHICALLY. PHASE BALANCE ALL

PANELBOARDS IN THE FIELD.

20. ALL FIREPROOFING FOR ELECTRICAL PENETRATIONS SHALL BE PROVIDED BY THE ELECTRICAL

CONTRACTOR.

21. SYSTEMS FEEDERS AND BRANCH CIRCUITS WHICH PASS THROUGH ALTERED AREAS AND

SERVE OTHER AREAS SHALL BE MAINTAINED AS REQUIRED AND AS DIRECTED BY THE COR.

22. FURNISH AND INSTALL NAMEPLATES ON ALL ELECTRICAL EQUIPMENT (SCREW ON TYPE) AND

TYPEWRITTEN SCHEDULES OF CIRCUITS IN ALL PANELBOARDS.

23. ALL GROUNDING SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL AND STATE

ELECTRICAL CODES.

E E

EP EP

ES ES

ELECTRIC PRIMARY OVERHEAD

ELECTRIC SECONDARY UNDERGROUND

ELECTRIC BRANCH FEEDER

UNDERGROUND

ES ES

ELECTRIC SECONDARY OVERHEAD

PV PV

CIRCUIT BREAKER. SIZE AS INDICATED ON DRAWINGS

PHOTOVOLTAIC FEEDER CONDUCTORS

UNDEGROUND

"XD" ADJACENT TO EQUIPMENT DENOTES EXISTING TO

BE REMOVED. CUT BACK AND MAKE SAFE AND REMOVE

ALL ASSOCIATED BRANCH CIRCUIT WIRING CONDUIT

BACK TO POWER SOURCE. CONTRACTOR SHALL BE

RESPONSIBLE FOR MAINTAINING CIRCUITRY TO DEVICES

UNAFFECTED BY DEMOLITION.

"XR" ADJACENT TO EQUIPMENT DENOTES EXISTING

TO BE RELOCATED AS SHOWN. CUT BACK AND/OR

EXTEND EXISTING BRANCH CIRCUIT WIRING AND

CONDUIT AS REQUIRED SO AS TO PROVIDE A

COMPLETE OPERATIONAL INSTALLATION.

"XN" ADJACENT TO EQUIPMENT DENOTES EXISTING

EQUIPMENT TO BE REMOVED AND REPLACED WITH NEW.

"XM" ADJACENT TO EQUIPMENT DENOTES EXISTING

EQUIPMENT TO REMAIN.

"XL" ADJACENT TO EQUIPMENT DENOTES RELOCATED

EXISTING AT NEW LOCATION

"XS" ADJACENT TO EQUIPMENT DENOTES EXISTING TO

BE REMOVED, STORED, CLEANED AND REINSTALLED IN

EXISTING LOCATION.

CA

CA

DA

DA

CONCRETE ENCASED DUCTBANK

IDENTIFIER

DIRECT BURIED CONDUIT DUCTBANK

IDENTIFIER

SINGLE POLE TOGGLE SWITCH "a" DENOTES SWITCH

CONTROL

MANUAL MOTOR STARTER COMPLETE WITH THERMAL

OVERLOAD PROTECTION, PROVIDED BY ELECTRICAL

CONTRACTOR.

S a

DENOTES FLEXIBLE LIQUID TIGHT CONNECTION AND

CONDUCTORS BY THE ELECTRICAL CONTRACTOR TO

EQUIPMENT BY OTHERS.

FINISHED FLOOR ELEVATION

FFE

CONDUIT TURNING DOWN

CONDUIT TURNING UP

E-001

E L

E C

T R

I C

A L

L E

G E

N D

J C

L I N

E

J C

L I N

E

J N

E W

T O

N

J N

E W

M A

N

A N

S I

D

N T

S

M A

R C

H

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

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A

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AutoCAD SHX Text

PANEL

James.M.Newman

JMN

X

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TOP OF

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BOTTOM OF

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OF SLOPE/EDGE

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IP

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SLOPE/EDGE

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E E

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E

E

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E

E

E

E

EXISTING UTILITY

POLE TO REMAIN

M

EXISTING

UTILITY POLE

80-4 TO REMAIN

M

E P

E P

E P

E P

E P

E P

E P

E P

E P

E P

E P

E P

EXISTING

GENERATOR

TO REMAIN

EXISTING UTILITY METER

AND AUTOMATIC TRANSFER

SWITCH TO REMAIN

E

S

E P

E P

E P

SEE NOTE 7

EXISTING PULL BOX

TO BE REMOVED.

SEE NOTE 11

SEE NOTE 8

EXISTING UTILITY

POLE 80-6 TO

REMAIN

EXISTING OVERHEAD

ELECTRIC UTILITY TO

REMAIN

EXISTING

OVERHEAD

ELECTRIC

UTILITY TO

REMAIN

SEE NOTE 9

CHAINLINK FENCE

CHAINLINK FENCE

CHAINLINK FENCE

C

O

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C

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SEE NOTE 7

SEE

NOTE 10

SEE

NOTE 8

CONTROL HOUSE

WHITE GARAGE

P

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O

J E

F

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G

A

R

A

A

R

A

GREEN

GARAGE

PICNIC

PAVILLION

SEE

NOTE 6

SEE

NOTE 12

1. REFER TO E-001 FOR LEGEND AND GENERAL NOTES.

2. EQUIPMENT AND LINE WORK SHOWN OUT OF FUNCTION (LIGHTER LINE

WEIGHT) IS EXISTING TO REMAIN.

3. REFER TO E-100 FOR SITE PLAN NEW WORK.

4. REFER TO ED601 FOR ELECTRICAL RISER DIAGRAM DEMOLITION WORK.

5. REFER TO E-601 FOR ELECTRICAL RISER DIAGRAM NEW WORK.

6. DISCONNECT AND REMOVE EXISTING OVERHEAD SERVICE CONDUCTORS.

REFER TO DRAWING E-601 FOR NEW WORK REQUIREMENTS. COORDINATE

WITH UTILITY COMPANY FOR POWER DISCONNECT.

7. EXISTING SURFACE MOUNTED AND UNDERGROUND CONDUIT AND

CONDUCTORS FEEDING THE GATE HOUSE. CONDUIT AND CONDUCTORS

SHALL BE DISCONNECTED AND REMOVED. REFER TO ED601 FOR

ADDITIONAL REQUIREMENTS.

8. EXISTING UNDERGROUND CONDUIT TO REMAIN. DISCONNECT AND

REMOVE EXISTING FEEDER CONDUCTORS. REFER TO ED101 AND ED601

FOR ADDITIONAL REQUIREMENTS.

9. EXISTING DIRECT BURIED CONDUIT AND FEEDER CONDUCTORS.

DISCONNECT CONDUCTORS AT SWITCH IN GARAGE BAY 2, PULL BACK

AND COIL AT POLE BASE FOR REROUTING TO EXISTING ATS LOCATION ON

THE EXTERIOR WALL OF GARAGE BAY 2 . PROTECT CONDUCTORS FOR

REUSE. REFER TO ED601 FOR ADDITIONAL REQUIREMENTS. EXISTING

CONDUIT TO REMAIN. REFER TO E-601 FOR ADDITIONAL REQUIREMENTS.

10. EXISTING UNDERGROUND COMMUNICATIONS CONDUIT AND WIRING TO

REMAIN.

11. EXISTING PULL BOX TO BE REMOVED. COORDINATE REMOVAL WITH

EXISTING CONDITIONS WHICH INCLUDE GUY WIRES FOR UTILITY POLES

AND OVERHEAD WIRING TO REMAIN. CONDUITS ENTERING AND EXITING

THE PULL BOX SHALL BE CUT BACK AND TEMPORARILY SEALED TO

PREVENT DIRT AND DEBRIS FROM ENTERING CONDUIT DURING

CONSTRUCTION. REFER TO ED601 FOR ADDITIONAL REQUIREMENTS.

12. EXISTING OVERHEAD COMMUNICATIONS WIRING TO REMAIN.

NOTES:

ED100

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N

40' 80'0

SCALE: 1'=40'

ELECTRICAL SITE PLAN - DEMOLITION

A2

James.M.Newman

NOTES - CONTROL HOUSE:

FEEDER CONDUCTOR PULL

BOX TO REMAIN AND BE

REUSED

CONTROL HOUSE

POWER PANEL TO

BE REMOVED

GATE POWER

PANEL. SEE NOTE 8

REMAINS OF OLD, DISCONNECTED

UTILITY METER AND CONDUIT TO BE

REMOVED. PATCH WALL ACCORDING

TO DETAIL C9 ON DRAWING E-502.

EXISTING LIGHT

FIXTURES TO BE

REMOVED AND

REINSTALLED.

SEE NOTES 1 AND 2

(TYPICAL FOR 2)

EXISTING WALL

MOUNTED UNIT

HEATER

SEE NOTE 3

XD

XR

XD

XD

XD

XD

EXISTING RESERVOIR

CONTROL CENTER

EQUIPMENT

XM

SEE NOTE 3.

(TYPICAL FOR 2)

XM

XD

XD

WP

XD

XD

WP

SEE

NOTE 5

XD

SEE NOTE 7

XD

SEE

NOTE 9

SEE

NOTES 4

AND 10

SEE

NOTE10

XM

SEE NOTE 11

1. EXISTING LIGHT FIXTURES AND MOUNTING DEVICES SHALL BE

DISCONNECTED AND REMOVED. CLEAN LIGHT FIXTURES GENTLY

SO AS NOT TO CAUSE ANY DAMAGE. TURN LIGHT FIXTURE OVER

TO THE DAM STAFF FOR STORAGE. FIXTURE SHALL BE

REINSTALLED AFTER ALL CONSTRUCTION HAS BEEN

ACCOMPLISHED. SEAL CONDUIT OPENINGS AT FIXTURE

LOCATIONS.

2. LIGHT FIXTURES ARE FED FROM THE POWER PANEL VIA

EMBEDDED CONDUIT. ALL WIRE SHALL BE PULLED BACK TO

SOURCE AND REMOVED.

3. EXISTING RECEPTACLE TO BE REMOVED. PROVIDE STAINLESS

STEEL BLANK COVER PLATE.

4. DISCONNECT AND REMOVE EXISTING EXTERIOR FLOOD LIGHT

ALONG WITH CONDUIT AND WIRE. WIRE SHALL BE REMOVED BACK

TO SOURCE. CONDUIT SHALL BE REMOVED BACK TO LAST POINT

OF ACCESSIBILITY. COORDINATE THE LOCATION IN THE FIELD.

REFER TO PHOTO PAGES AT THE END OF THE SPECIFICATION FOR

FURTHER CLARIFICATION. CONDUIT SHALL BE SEALED AND

CAPPED.

5. EXISTING RECEPTACLE IS LOCATED ON THE TRASH RACK.

DISCONNECT AND REMOVE DEVICE, COVER, BACKBOX, AND ALL

CONDUIT AND WIRE BACK TO POWER SOURCE. REFER TO PHOTO

PAGES AT THE END OF THE SPECIFICATION FOR FURTHER

CLARIFICATION. PROVIDE STAINLESS STEEL, WEATHERPROOF,

BLANK COVER PLATE.

6. ALL EXISTING CONDUITS BEING REMOVED SHALL BE CUT FLUSH

TO THE SURFACE AND SEALED WITH HYDRAULIC CEMENT AND

WHEN DRY, PAINTED TO MATCH ADJACENT SURFACE.

7. EXISTING GATE CONTROLLER PLC TO REMAIN.

8. EXISTING GATE CONTROL POWER PANEL TO BE RELOCATED AS

SHOWN ON E-101. PANEL SHALL MAINTAIN POWER TO GATES

DURING COMPLETION OF NEW WORK. REFER TO E-101, NOTE 6.

9. EXISTING GATE POWER SOURCE CIRCUIT BREAKER TO BE

REMOVED.

10. UPON REMOVAL, PROVIDE STAINLESS STEEL, WEATHERPROOF

BLANK COVER PLATE.

11. DISCONNECT AND REMOVE EXISTING SURFACE MOUNTED

CONDUIT FROM POWER PANEL IN CONTROL HOUSE, RUNNING

ALONG EXTERIOR OF BUILDING TO FEED WHITE GARAGE. REFER

TO SHEET ED100 FOR ADDITIONAL REQUIREMENTS.

12. CONTROL HOUSE IS LOCKED AT ALL TIMES. OPERATIONS STAFF

WILL UNLOCK THE DOOR AT 7:00AM AND THEN LOCK IT AGAIN AT

3:30PM. ACCESS SHALL BE COORDINATED WITH OPERATIONS

STAFF.

1. EXISTING SERVICE DISCONNECT LABELED "DAM"

TO BE REMOVED. DISCONNECT AND REMOVE ALL

CONDUCTORS FROM THIS POINT TO THE GATE

HOUSE. REMOVE CONDUIT, CONDULETS AND

SLEEVE THROUGH THE WALL.

2. CONNECTIONS TO CONTROL HOUSE SHALL BE

DISCONNECTED IN CONJUNCTION WITH

CONNECTION TO NEW DISTRIBUTION PANEL.

REFER TO SPECIFICATIONS FOR POWER SHUT

DOWN ALLOWANCES.

3. IN BAY 2 GARAGE, CUT CONDUIT 6" ABOVE

FINISHED FLOOR. REFER TO E-101 FOR NEW WORK.

NOTES - PROJECT OFFICE:

DAM CONTROL HOUSE)

100A FUSED

SERVICE DISCONNECT

SWITCH. SEE NOTE 1

PROJECT OFFICE

100A FUSED SERVICE

DISCONNECT

SPLICE BOX

AUTOMATIC

TRANSFER SWITCH

UTILITY METER

TO CONTROL HOUSE VIA

UNDERGROUND DUCTBANK.

SEE NOTE 3

EXISTING PROJECT

OFFICE POWER

PANEL TO REMAIN.

SHOWN FOR

INFORMATION ONLY

EXISTING RANGER OFFICE

POWER PANEL TO REMAIN.

SHOWN FOR INFORMATION ONLY

XM

XM

XD

XM

XM

XM

XM

GARAGE BAY 2

GARAGE BAY 1

EXISTING POWER

PANEL TO BE

REPLACED. SEE

NOTE 1

1. DISCONNECT, PULL BACK AND MAKE SAFE ALL

EXISTING BRANCH CIRCUIT WIRING. COIL SAFELY

FOR RECONNECTION TO NEW PANELBOARD.

2. EXISTING BRANCH CIRCUITS CONSIST OF

2-20A-1P CIRCUITS AND 1-20A-2P CIRCUIT.

NOTES - WHITE GARAGE:

XN

EXISTING POWER

PANEL "GG"

UTILITY METER

SERVICE

DISCONNECT

SWITCH

XD

XM

XD

ED101

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SCALE: 1/4"=1'-0"

CONTROL HOUSE - DEMOLITION

E4

SCALE: 1/4"-1'-0"

WHITE GARAGE - DEMOLITION

E1

SCALE: 1/4"=1'-0"

PROJECT OFFICE - DEMOLITON PLAN

A6

SCALE: 1/4"-1'-0"

GREEN GARAGE - DEMOLITION

B1

0 4' 8'2'

0 4' 8'2'

0 4' 8'2'

0 4' 8'2'

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

James.M.Newman

70A-2P

GATE

CONTROLLER

MAIN

DISCONNECT

GATE

CONTROLLER

PLC

POWER PANEL

20A,MLO

6POLE

CONTROL HOUSE

POWER PANEL

100A,MCB, 16POLE

CONTROL HOUSE

XM

FINISHED

GRADE

TO HYDRAULIC

PUMP FOR

CRANE. SEE

NOTE 9

WHITE GARAGE

GREEN GARAGE

120/208V, 3PHASE,

4WIRE

200A,MCB

POWER

PANEL

"GG"

100A-3POLE

SERVICE

DISCONNECT

SWITCH

M

120/208V,3PHASE

FROM UTILITY

SERVICE POLE

80-6. SEE SITE

PLAN ED100 FOR

ADDITIONAL

INFORMATION

XR

EXTERIOR WALL OF

GREEN GARAGE

EXISTING

24"x18"x18"DEEP

HAND HOLE TO

BE REMOVED

AND REPLACED

WITH NEW

SEE NOTES 5

XM

XD

XM

XD

XD

XD

18"x18"x6"DEEP

PULL BOX

REMOVE EXISTING 1" CONDUIT

AND FEEDER CONDUCTORS

FROM GATE HOUSE TO WHITE

GARAGE.

SEE NOTE 5

XR

GATE POWER PANEL

SEE NOTE 10

EXISTING CONDUIT

AND CONDUCTORS

TO BE REMOVED

PROJECT

OFFICE

GARAGE BAY 2

PROJECT

OFFICE

GARAGE BAY 1

EXTERIOR WALL OF

PROJECT OFFICE

GARAGE BAY 2

ATS

200A

POWER

TRANSFER

SWITCH

M

SPLICE

BOX

EXISTING TO REMAIN

240/120V, 1PHASE, 3WIRE

25KW/25KVA, P.F.=1.0

DIESEL STAND-BY

GENERATOR

100A-2P

XM

XM

XM

XM

XM

SUB-BASE FUEL TANK

PROJECT OFFICE

POWER PANEL

TO REMAIN

DAM 100A FUSED

SERVICE

DISCONNECT

PROJECT

OFFICE

100A FUSED

SERVICE

DISCONNECT

PROJECT

OFFICE

120/240V,1PHASE

FROM UTILITY

SERVICE POLE

80-4. SEE SITE

PLAN DEMOLITION,

ED100 FOR

ADDITIONAL

INFORMATION

SEE NOTE 7

XM

XD

SEE

NOTE 4

SEE NOTE 8

XM

XM

XM

EXISTING CONDUIT AND

CONDUCTORS TO REMAIN

SEE NOTE 6

XD

1. FOR LEGEND AND GENERAL NOTES, REFER TO SHEET

E-001.

2. FOR SITE PLAN DEMOLITION WORK, REFER TO SHEET

ED100

3. FOR ELECTRICAL RISER DIAGRAM NEW WORK, REFER

TO SHEET E-601.

4. EXISTING FEEDER CONDUCTORS TO CONTROL HOUSE

TO BE DISCONNECTED AND REMOVED. CONDULET

FEEDS THROUGH TO PROJECT OFFICE GARAGE BAY 2

AND GOES BELOW GRADE AT THAT POINT. ALL

CONDUIT AND CONNECTIONS SHALL BE REMOVED TO

6" ABOVE THE FLOOR IN GARAGE BAY 2.

5. CUT BACK AND REMOVE EXISTING 4" CONDUIT 20'

FROM EXISTING PULL BOX IN BOTH DIRECTIONS AND

TEMPORARILY SEAL DURING EXCAVATION AND

INSTALLATION OF NEW HAND HOLE. REFER TO THE

DEMOLITION SITE PLAN FOR ADDITIONAL DETAILS.

VERIFY EXACT SIZE OF EXISTING CONDUIT IN FIELD.

6. DISCONNECT EXISTING SECONDARY FEEDER

CONDUCTOR FROM THIS SPLICE AND PULL BACK TO

SAFE POINT AT UTILITY POLE. COIL AND PROTECT

FROM DAMAGE. CONDUCTORS WILL BE RE-PULLED TO

EXISTING ATS VIA NEW CONDUIT.

7. CUT CONDUIT TO 6" ABOVE FINISHED FLOOR. SEAL

WITH HYDRAULIC CEMENT, SAND FLUSH AND PAINT TO

MATCH THE FLOOR.

8. EXPOSE AND PROTECT DIRECT BURIED SERVICE

CONDUIT. CUT EXISTING CONDUIT AND AND PREPARE

END FOR EXTENSION TO EXISTING ATS. REMAINDER OF

DIRECT BURIED CONDUIT GOING INTO GARAGE BAY 2

TO REMAIN. PROVIDE WEATHERPROOF SEAL AND CAP

AT BOTH ENDS.

9. REMOVE EXISTING BRANCH CIRCUIT WIRING FROM

POWER PANEL TO HYDRAULIC PUMP. NEW BRANCH

CIRCUIT WIRING SHALL BE PROVIDED UNDER NEW

WORK.

10. EXISTING GATE CONTROL POWER PANEL TO BE

RELOCATED AS SHOWN ON E-101. RELOCATION SHALL

MAINTAIN POWER TO GATES FOR AS LONG AS

POSSIBLE. UPON INSTALLATION OF NEW CONTROL

HOUSE POWER PANEL "CH", THE GATE POWER SHALL

BE TRANSFERRED TO "CH". THE EXISTING GATE

POWER PANEL SHALL BE DISCONNECTED AND

REMOVED IN ITS ENTIRETY INCLUDING ALL CONDUIT

AND WIRE. REFER TO E-601 FOR ADDITIONAL

REQUIREMENTS.

NOTES:

ED601

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A1

SCALE: N.T.S

ELECTRICAL RISER DIAGRAM - DEMOLITION

James.M.Newman

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

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A

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H A

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S

ES

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E

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E

E

E

E

E

E

E

E

E E

E E

E E

E E

E E

E E

E E

E

E

E

ES

E

E

E

S

SEE NOTE 7

C

A

C

A

D

B

D

B

M

EXISTING

GENERATOR

TO REMAIN

EXISTING UTILITY METER

AND AUTOMATIC TRANSFER

SWITCH TO REMAIN

EXISTING UTILITY

POLE TO REMAIN

E P

E P

E P

E P

E P

E P

E P

E P

E P

E P

E P

E P

E P

E P

E P

NEW PULL BOX

SEE NOTE 11

EXISTING OVERHEAD

ELECTRIC UTILITY TO

REMAIN

EXISTING OVERHEAD

ELECTRIC UTILITY TO

REMAIN

REFER TO ELECTRICAL

EQUIPMENT ENLARGED

PLAN ON THIS SHEET

SEE NOTE 7

C

O

M

M

C O

M M

C

O

M

M

SEE NOTE 9

SEE NOTE 10

CONDUIT

TRANSITIONS

TO DIRECT

BURIED

REFER TO DETAIL SHEET

E-501 FOR ADDITIONAL

INFORMATION (TYPICAL)

CONTROL HOUSE

WHITE GARAGE

P

R

O

J E

F

I C

E

G

A

R

A

A

R

A

GREEN

GARAGE

PICNIC

PAVILLION

EXISTING

UTILITY POLE

80-4 TO REMAIN

EXISTING UTILITY

POLE 80-6 TO

REMAIN

SEE

NOTE 12

1. REFER TO E-001 FOR LEGEND AND GENERAL NOTES.

2. EQUIPMENT AND LINE WORK SHOWN OUT OF FUNCTION (LIGHTER LINE

WEIGHT) IS EXISTING TO REMAIN.

3. REFER TO ED100 FOR SITE PLAN DEMOLITION WORK.

4. REFER TO E-601 FOR ELECTRICAL RISER DIAGRAM NEW WORK.

5. REFER TO ED601 FOR ELECTRICAL RISER DIAGRAM DEMOLITION WORK.

6. THE AMBIENT SOUND LEVEL, MEASURED AT THE PROPERTY LINE OF THE

FACILITY OR AT THE NEAREST INHABITED BUILDINGS, SHALL NOT BE

INCREASED BY MORE THAN 10dB WEIGHTED FOR THE SCALE [Db(A)] DUE

TO THE SOUND FROM THE FACILITY DURING ITS OPERATING HOURS.

REFER TO SPECIFICATION SECTION 26 32 15, PARAGRAPH 2.9 FOR

ADDITIONAL REQUIREMENTS.

7. EXISTING UNDERGROUND CONDUIT. PROVIDE PULL STRING AND

ADDITIONAL REQUIREMENTS AS DESCRIBED ON SHEET ED-601 AND E-601.

8. DIRECT BURIED CONDUIT FROM GENERATOR ANNUNCIATOR TO REMOTE

ANNUNCIATOR IN GREEN GARAGE.

9. EXISTING CONDUIT TO BE REUSED FOR NEW CONDUCTORS.

10. CONDUIT FEED FOR WHITE GARAGE RUNS EXPOSED FROM CONTROL

HOUSE ALONG FOUNDATION WALL TO POINT WHERE PATH TURNS. THEN

CONDUIT FEED IS DIRECT BURIED TO WHITE GARAGE. REFER TO E-100

FOR CONTINUED ROUTING OF CONDUIT. REFER TO PHOTO PAGES AT THE

END OF THE SPEC FOR ADDITIONAL DETAILS.

11. COORDINATE INSTALLATION OF NEW PULL BOX WITH EXISTING

CONDITIONS WHICH INCLUDE GUY WIRES FOR UTILITY POLES AND

OVERHEAD WIRING TO REMAIN.

12. EXISTING OVERHEAD COMMUNICATIONS WIRING TO REMAIN.

NOTES:

E

S

ES

ES

ES

ES

ES

ES

ES

ES

E

E

E

E

E

E

E

E

E-100

E L

E C

T R

I C

A L

S I T

E

P

L A

N

N E

W

W

O R

K

J C

L I N

E

J C

L I N

E

J N

E W

T O

N

J N

E W

M A

N

A N

S I

D

M A

R C

H

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

N E

W

E

N G

L A

S

T R

I C

T

V

I R

G I N

A

D

C O

N C

O R

D

M

A

S C

A L E

S

H E

E T

D R

A W

I N

G

C

O D

E

O F

E L E

C T

R

R

V I C

E

U

P G

R A

D E

S

A

N D

R E

P A

I R

S

T

O

G

A T

E H

O U

S E

W E

L L

D

A M

U X

B R

I D

G E

M

A S

S A

C H

U S

E T

T S

W W

J B

T H

A W

H

N

40' 80'0

SCALE: 1"=40'

ELECTRICAL SITE PLAN - NEW WORK

A2

N

SCALE: 1"=5'

ELECTRICAL EQUIPMENT ENLARGED PLAN

A8

ROLL-UP GENERATOR

TERMINAL CABINET

SERVICE ENTRANCE RATED

AUTOMATIC TRANSFER

SWITCH AND UTILITY METER

POWER PANEL "MDP"

NEW GENERATOR

AND CONCRETE PAD

1. EQUIPMENT SHOWN TO INDICATE NAME AND LOCATION. REFER TO

CIVIL SITE PLAN FOR EXACT LOCATION AND MEASUREMENT AND

ELECTRICAL SITE PLAN FOR ADDITIONAL REQUIREMENTS.

2. COORDINATE FINAL METERING REQUIREMENTS WITH UTILITY

COMPANY PRIOR TO ORDERING EQUIPMENT.

NOTE

GREEN GARAGE

SEE NOTE 8

ABOVE

DB DB

D

B

D

B

D

A

D

A

ELECTRICAL

DISTRIBUTION

EQUIPMENT AND

CONCRETE PAD

UTILITY METER

SEE NOTE 2

EXISTING POWER

PANEL "GG"

GENERATOR REMOTE

ANNUNCIATOR

REFER TO DETAIL SHEET

E-501 FOR ADDITIONAL

INFORMATION (TYPCIAL)

0 5' 10'

E6CD9LAJ

S S

FEEDER CONDUCTOR PULL

BOX TO REMAIN AND BE

REUSED

POWER

PANEL "CH"

EXISTING RESERVOIR

CONTROL EQUIPMENT

CABINET. SEE NOTE 7

XM

XM

XM

1. LIGHT FIXTURES SHOWN MOUNTED OFFSET 6INCHES TO

ACCOMMODATE SURFACE MOUNTED CONDUIT AND BOXES.

FIXTURE LOCATIONS AND MOUNTING SHALL BE ADJUSTED TO

ACCOMMODATE SURFACE MOUNTED BOXES AND RACEWAY.

2. RECEPTACLES SHOWN SHALL BE SURFACE MOUNTED.

MOUNTING HEIGHT ABOVE FINISHED FLOOR IS NOTED.

3. MOUNT RECEPTACLE 4" ABOVE TOP OF FLOAT WELL CABINET.

4. NEW RECEPTACLE MOUNTED IN SAME LOCATION AS ORIGINAL,

APPROX. 36"A.F.F.

5. ALL DEVICES, LIGHTING AND EQUIPMENT SHOWN WITH A

CIRCUIT NUMBER SHALL BE CIRCUITED TO NEW POWER PANEL

"GH". UNLESS NOTED OTHERWISE, BRANCH CIRCUIT WIRING

SHALL BE SURFACE MOUNTED 3/4" GALVANIZED RIGID STEEL

WITH 2-12AWG; 1-12AWG GND UNLESS NOTED OTHERWISE.

REFER TO PANEL SCHEDULE FOR ADDITIONAL INFORMATION.

6. NEW LOCATION OF EXISTING GATE POWER PANEL. THIS PANEL

SHALL MAINTAIN POWER TO THE GATES FOR AS LONG AS

POSSIBLE. UPON INSTALLATION OF NEW POWER PANEL "CH",

GATE POWER SHALL BE FED FROM NEW POWER PANEL AND

WIRED DIRECTLY TO THE EXISTING PLC CONTROLLER. UPON

TRANSFER OF POWER, THE EXISTING GATE POWER PANEL

SHALL BE DISCONNECTED AND REMOVED IN ITS ENTIRETY

INCLUDING ALL CONDUIT AND WIRE.

7. THE EQUIPMENT CABINET CONTAINS A 4INCH SQUARE BACK

BOX. PROVIDE A NEW DUPLEX GFCI RECEPTACLE WITH COVER

IN THE EXISTING BOX. PROVIDE BRANCH CIRCUIT WIRING TO A

DEDICATED CIRCUIT IN THE NEW POWER PANEL "CH". REFER

TO E-602 FOR PANELBOARD SCHEDULES.

8. ALL SURFACE MOUNTED RACEWAY IN THE GATE TOWER SHALL

BE GALVANIZED RIGID STEEL.

9. NEW LED, 120VOLT, SURFACE MOUNTED WALL PACK, FIXTURE

TYPE A. REFER TO SHEET E-502 FOR SPECIFICATION

REQUIREMENTS.

10. ELECTRIC UNIT HEATER, CEILING MOUNTED WITH WALL

MOUNTED LOW VOLTAGE THERMOSTAT. PROVIDE SURFACE

MOUNTED 3/4" GALVANIZED RIGID STEEL CONDUIT WITH

2-10AWG, 1-10AWG GND FROM ELECTRIC UNIT HEATER TO

PANEL "CH". REFER TO E-602 AND SPECIFICATIONS FOR

ADDITIONAL REQUIREMENTS.

11. PROVIDE 1" SCHEDULE 40PVC SURFACE MOUNTED ON

EXTERIOR OF CONTROL HOUSE. FOLLOW PATH OF CONDUIT

REMOVED UNDER DEMOLITION. REFER TO SHEET E-100 FOR

ADDITIONAL REQUIREMENTS. PROVIDE CONDUIT AND WIRE

INSIDE THE CONTROL HOUSE AS DESCRIBED IN NOTE 5.

RESEAL HOLES IN CONTROL HOUSE WALL WITH HYDRAULIC

CEMENT, SAND FLUSH AND PAINT TO MATCH ADJACENT

SURFACE.

NOTES - CONTROL HOUSE:

GFCI

18"

GFCI

GFCI

GFCI

18"

SEE

NOTE 3

SEE NOTE 4

SEE NOTE 1

(TYPICAL FOR 2)

GATE

CONTROLLER

PLC

XL

SEE NOTE 6

aa a b b

SEE NOTE 9

A

EUH-1

SEE NOTE 10

SEE NOTE 10

FLOAT WELL

CABINET

SEE NOTE 11

1. CUT EXISTING CONDUIT TO 6INCHES ABOVE

FINISHED FLOOR. PROVIDE PULL BOX AT THE

EXISTING CONDUIT. PROVIDE PULL STRING IN

EXISTING TO REMAIN CONDUIT FROM PULL BOX

GARAGE BAY 2 TO HANDHOLE.

2. SEAL ALL HOLES IN EXISTING WIREWAY AND IN THE

WALL SHARED BY GARAGE BAY 1 AND 2 DUE TO

REMOVAL OF GATE HOUSE DISCONNECT SWITCH,

CONDUITS AND CONDUCTORS.

NOTES - PROJECT OFFICE:

TO CONTROL HOUSE VIA

UNDERGROUND DUCTBANK.

SEE NOTES 1 AND 2

NEW POWER

PANEL "WG"

1. RECONNECT BRANCH CIRCUIT WIRING TO NEW

POWER PANEL "WG".

2. REFER TO E-602 FOR PANELBOARD SCHEDULES.

NOTES - WHITE GARAGE:

EXISTING POWER

PANEL "GG"

XM

GENERATOR REMOTE

ANNUNCIATOR

E-101

E L

E C

T I R

C A

L

F L

O O

R

P

L A

N S

N E

W

W

O R

K

J C

L I N

E

J C

L I N

E

J N

E W

T O

N

J N

E W

M A

N

A N

S I

D

M A

R C

H

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

N E

W

E

N G

L A

S

T R

I C

T

V

I R

G I N

A

D

C O

N C

O R

D

M

A

S C

A L E

S

H E

E T

D R

A W

I N

G

C

O D

E

O F

E L E

C T

R

R

V I C

E

U

P G

R A

D E

S

A

N D

R E

P A

I R

S

T

O

G

A T

E H

O U

S E

W E

L L

D

A M

U X

B R

I D

G E

M

A S

S A

C H

U S

E T

T S

W W

J B

T H

A W

H

1/4"=1'-0"

CONTROL HOUSE - NEW WORK

E4

1/4"-1'-0"

WHITE GARAGE - NEW WORK

E1

1/4"=1'-0"

PROJECT OFFICE - NEW WORK

A6

1/4"-1'-0"

GREEN GARAGE PART PLAN - NEW WORK

B1

0 4' 8'2'

0 4' 8'2'

0 4' 8'2'

0 4' 8'2'

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

James.M.Newman

E-501

L

E C

T R

I C

T

A I L

S

S H

E E

T

I

J C

L I N

E

J C

L I N

E

J N

E W

T O

N

J N

E W

M A

N

A N

S I

D

N T

S

M A

R C

H

D1

SCALE: N.T.S

POWER POLE RISER REQUIREMENTS

NOTE:

POLE

FINISHED

GRADE

PVC TO STEEL

ADAPTER

1. THIS DETAIL IS TYPICAL FOR ALL CONDUIT TERMINATIONS AT

THE AT THE ELECTRICAL EQUIPMENT AND AT RISER POLES.

2. INSTALL LISTED "U" BOLT WITHIN 6INCHES FROM TOP OF STEEL

CONDUIT.

3. PROVIDE 30INCHES OF GROUND WIRE PER NATIONAL

ELECTRICAL CODE REQUIREMENTS. MINIMUM #4AWG COPPER

FOR UTILITY COMPANY CONNECTIONS.

4. UTILITY POLE IS EXISTING TO REMAIN. REFER TO SITE PLAN

E-100 AND E-601 FOR ADDITIONAL REQUIREMENTS.

1 S

NOTES:NOTES:

1. REFER TO DETAIL D8 "TYPICAL REINFORCED CONCRETE

DUCTBANK CONSTRUCTION DETAIL" FOR ADDITIONAL

INFORMATION.

2. REFER TO SHEET E-601 "ELECTRICAL RISER DIAGRAM NEW

WORK" FOR CONDUCTOR REQUIREMENTS.

3. REFER TO E-100 FOR DUCTBANK ROUTING.

1 4" SCHEDULE 40 PVC

CONDUIT IDENTIFICATION SCHEDULE

SECTION CA-CA

"U" BOLT TO BE PROVIDED

AT 30INCH INTERVALS

RIGID STEEL CONDUIT.

PROVIDE GROUNDING

PVC CONDUIT

DIRECT BURIED

10FEET

PROVIDE 30FEET OF

EXCESS SECONDARY

CONDUCTORS FOR

UTILITY CONNECTION

GROUND

WIRE

A1

SCALE: N.T.S

CONVERSION FROM PVC TO

STEEL CONDUIT AT BUILDING

NOTE:

FINISHED

GRADE

PVC TO STEEL

ADAPTER

1. THIS DETAIL IS TYPICAL FOR

ALL CONDUIT TERMINATIONS

AT THE AT THE ELECTRICAL

EQUIPMENT AND AT RISER

POLES.

2. INSTALL LISTED "U" BOLT

WITHIN 6INCHES FROM TOP

OF STEEL CONDUIT.

"U" BOLT TO BE PROVIDED

AT 30INCH INTERVALS

RIGID STEEL CONDUIT

PVC CONDUIT

DIRECT BURIED

DEPTH OF BURIAL

SEE DETAILS ON

THIS SHEET

BUILDING EXTERIOR

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

N E

W

E

N G

L A

S

T R

I C

T

V

I R

G I N

A

D

C O

N C

O R

D

M

A

S C

A L E

S

H E

E T

D R

A W

I N

G

C

O D

E

O F

E L E

C T

R

R

V I C

E

U

P G

R A

D E

S

A

N D

R E

P A

I R

S

T

O

G

A T

E H

O U

S E

W E

L L

D

A M

U X

B R

I D

G E

M

A S

S A

C H

U S

E T

T S

W W

J B

T H

A W

H

A8

SCALE: N.T.S

DIRECT BURIED DUCTBANK CONSTRUCTION

NOTES:

3"

3" 3"

MIN.

MAX.

30"

12"

FINISHED GRADE

24"

SEE NOTE #2

SEE NOTE #1

ELECTRICAL DUCT. REFER TO

IDENTIFICATIONS SCHEDULE

AND DUCT BANK SECTIONS

FOR SIZE AND QUANTITY

CONDUIT SPACERS, 5'-0" ON

CENTER. SPACERS SHALL BE

INTERLOCKED HORIZONTALLY

ONLY. SPACERS SHALL BE

STAGGERED VERTICALLY

6" PLASTIC WARNING TAPE.

SEE NOTE #3

1. REFER TO TRENCH DETAIL C7 ON C-501 FOR ADDITIONAL REQUIREMENTS.

2. SAND BACKFILL. WHEN PLACING SAND POUR SLOWLY AND DISTRIBUTE IT CAREFULLY SO AS NOT TO

DISLODGE THE SPACERS.

3. PLASTIC WARNING TAPE SHALL BE "EXTRA STRETCH," 6 INCHES WIDE. COLOR CODE SHALL BE AS

FOLLOWS: RED-ELECTRIC, ORANGE-COMMUNICATIONS. IMPRINTED TEXT SHALL IDENTIFY DUCTBANK

SERVICE. UTILIZE NON-DETECTABLE TAPE FOR ELECTRIC DUCTS AND METALLIZED DETECTABLE

TAPE FOR COMMUNICATION DUCTS.

4. PROVIDE TOPSOIL TO GRADE AND SEED ABOVE THE BACKFILL. REFER TO TRENCH DETAIL C7 ON

C-501 FOR ADDITIONAL REQUIREMENTS.

SEE NOTE 4

#4 REBAR AT 18" O.C. IN PAIRS (TYP.)

FINISH GRADE

NOTES:

SEE NOTE 3

(MIN.)

3"

(MIN.)

7 1/2"

3" (MIN.)

7 1/2" (MIN.)

30"

(MAX.)

3"

(MIN.)

12"

(MIN.)

C

L

L

C

L

C

24"

(MIN.)

D8

SCALE: N.T.S

6" PLASTIC WARNING TAPE

HOLD DOWN BAR. ANGLE IRON WITH

0.5" DIA (APPROX.) HOLES

CONDUIT SPACERS, 5'-0" ON CENTER. SPACERS

SHALL BE INTERLOCKED HORIZONTALLY ONLY.

SPACERS SHALL BE STAGGERED VERTICALLY

CONTINUOUS #5 REBAR AT 7 1/2"

TOP, BOTTOM & SIDES. SEE NOTE 2

ELECTRICAL DUCT. REFER TO SPECIFICATIONS

FOR TYPE AND DUCT BANK SECTIONS AND

SCHEDULES FOR SIZE

GROUND CONDUCTOR.