AASF Genrator Project - Drawings - Full Size 7-31-20.pdf

If> G G r -11 G G

6 z llJ (i

II'.

PROJECT SITE KEY PLAN

B201 PUMP HOUSE ----¥

WATER TANK~

PROJECT:

GENERATOR

INSTALLATION

AASF, WINDSOR LOCKS, CONNECTICUT

PROJECT NUMBER: W91ZRS19F0033

MILITARY DEPARTMENT

MAJOR GENERAL FRANCIS J. EVON, Jr.

ADJUTANT GENERAL

U.S. PROPERTY AND FISCAL

OFFICE for CONNECTICUT

B200

B152 ,+-=~,ii

....r / iNou. I s-,-,,,,, "o""

ACCESS ROUTE TO

PROJECT AREA

MAIN GATE

PROJECT Afl-!EA

LOCATION PLAN

WINDSOR LOCKS, CONNECTICUT

SHEET INDEX

G - 00 I

COIOI

C&l01

CUIOI

CGIOI

C-&01 l=-001

EC&OI

50&02

EPIOI

EP440

EP&OI

EP60I

TITI..E $1-1EET

EXISTING CONOITIONS/

REMOYAL..& &liE PL-AN

&ITE PL-AN

UilL..li "r" PL-AN

GRACING PL-AN

oliE CEiAIL..o

EL-EC TR I CAL- &"r"M60L..&, A66REYIATIONE:i AND GENERAL.. NOTE&

REMOYAL..$ ONE -L-INE Cl.AGRAM

Sl.UliCl=l60ARC R5MOYAL..&

EI..ECiRICAI.. PARi Pk.AN&

EL..ECiRICAL.. EGlUIPMENi EL..EYAilONo

ONE -L.. INE O I AGRAM

EL..ECiRICAL.. PANEL- &CI-IECUL..E

Arc:hitsc:t.J;:r,9Jn&l!II"'

TETRA TECH

Mead &1 lunt

Joint Venture w i th ...-, l,.) Mason&Hanger

PROJECT LOCATION

WINDSOR LOCK&, CT

■ ■ a.I OA K PO INT a,ch;""'"

■ ■ ii1 eng1 nee r1ng n ■ ■ A S S O C I AT E S plao, i,g '

E~IB.D

231 Main Street, Biddeford, Maine 04005 (T) 207.283.0193 (F) 207.283.4283

REVISION

Mark Date Deecrlpt.lon

I 11/21/19 30% SUBMISSION

2 03/06/20 60% SUBMISSION

3 06/04/20 90% SUBMISSION

4 07/31/20 100% FINAL DOCUMENTS

Drawn bij, DELU

Seals, AS NOTED

Rle ae, EB North

(D STATE OF CONNECTICUT

MILITARY DEPARTMENT

Facllltleo Mana9emert orrrce 36f'> l!roold &tr..t. W.rtFord, CT £1611e

No~A'l3.2125 F.,x No~.&2-4.4'»1

FroJ9Ct aeNERATOR INSTA1=1..ATION

LUIN0eOR 1.ocr<:e, CT

Draw1ne Tit.ls

TliL..E ol-lEEi o_ ------------------------------------------------------------------------------------------------------

C:\DFILE\21912.03-G001.dwg, G-001, 7f30/2020 3:22:04 PM m -..

' 0 .. -- N N

" 0 n

" I'-

CT'

cJ w f-

C1 I n

N - X m - X N X ./ X w X _J X I, X 0 6 ./ z ..

u w a iii.

IL

--l.----1---t-----t---ESS( 8"PVC)-1----+--...L--H\ \

I g

POTENTIAL CONTRACTOR

LA YDOWN/STORAGE AREAS,

COORDINATE WITH GOVERNMENT

FOR FINAL LOCATION----~

I I i , ...--'c- PROPERlY LINE, PER ~

PLAN REFERENCE PROVIDED

BY "THE GOVERNMENT {TYP) ~

_...---.._ 4 (TYP)

::i

• ,,_i, 1 EXISTING CONDITIONS REMOVALS SITE PLAN ~

CIVIL LEGEND

----EUE----

---EUE(AB)---

EUE/EUC 40"±x19"± 10W CED

----EUC----

----EW----

----ESS----

----ESD----

----EUG----

-- · · - EOU- · · --

EXISTING UNDERGROUND ELECTRIC LINE,

CONDUIT SIZE INDICATED IF KNOWN.

EXISTING UNDERGROUND ABANDONED ELECTRIC

LINE, CONDUIT SIZE INDICATED IF KNOWN.

EXISTING CONCRETE ENCASED ELECTRIC AND

COMMUNICATIONS DUCTBANK, DUCTBANK SIZE, AND

NUMBER OF CONDUITS INDICATED IF KNOWN.

EXISTING ABANDONED CONCRETE ENCASED ELECTRIC

AND FIRE ALARM DUCTBANK, DUCTBANK SIZE, AND

NUMBER OF CONDUITS INDICATED IF KNOWN.

EXISTING UNDERGROUND COMMUNICATIONS LINE,

CONDUIT SIZE INDICATED IF KNOWN.

EXISTING WATER LINE WITH PIPE SIZE IF KNOWN.

EXISTING SANITARY SEWER LINE WITH

PIPE SIZE INDICATED.

EXISTING STORM DRAIN LINE WITH PIPE

SIZE INDICATED.

EXISTING UNDERGROUND NATURAL GAS

LINE WITH PIPE SIZE INDICATED.

EXISTING OVERHEAD UTILllY LINES.

EXISTING CHAIN-LINK SECURllY FENCE.

EXISTING LIGHT POLE, FIXTURE AND

CONCRETE BASE.

CD10 SCALE: 1 "= 1 O'

----UE----

----UC----

----SCFS----

......--155.30E

_____ , ss. 94F ---------155. __________ _

----156-----

EXISTING BUILDING WALL.

EXISTING EDGE OF ASPHALT CONCRETE PAVEMENT.

EDGE OF ASPHALT CONCRETE PAVEMENT.

EDGE OF CONCRETE WALK.

REMOVALS

APPROXIMATE LIMIT OF TURF REMOVAL.

UNDERGROUND ELECTRIC CONDUIT(S), NUMBER

OF CONDUITS AND SIZE INDICATED.

UNDERGROUND COMMUNICATION CONDUIT(S),

NUMBER OF CONDUITS AND SIZE INDICATED.

SEDIMENT CONTROL FILTER SOCK.

EXISTING SPOT GRADE {DECIMAL FEET) .

FINISH SPOT GRADE {DECIMAL FEET).

EXISTING ELEVATION CONTOUR (DECIMAL FEET).

FINISH ELEVATION CONTOUR {DECIMAL FEET).

PLAN

NORTH

CIVIL ABBREVIATIONS

8c

AB

CED

CONC

DIA

ECB

EHH

E, EXIST

F

GAL

ID

oc

OD

LBS

MIN

PSI

PVC

RCP

RM

SF

w

WWF

AND

NUMBER

ABANDONED

CONCRETE ENCASED DUCTBANK

CONCRETE

DIAMETER

EXISTING CATCH BASIN

EXISTING HANDHOLE

EXISTING

FINISH

GALLON

INSIDE DIAMETER

ON CENTER

OUTSIDE DIAMETER

POUNDS

MINIMUM, MINUTE

POUNDS PER SQUARE INCH

POLYVINYL CHLORIDE

REINFORCED CONCRETE PIPE

ROOM

SQUARE FOOT {FEET)

WAY {NUMBER OF CONDUITS)

WELDED WIRE FABRIC

\ / ,jJ

GRAPHIC SCALE

1 o' s' o 1 o'

EXISTING KEYNOTES (THIS SHEET ONLY.)

0 EXISllNG TURF.

0 EXISllNG ASPHALT PAVEMENT.

0 EXISllNG CONCRETE WALK.

0 EXISllNG CHAIN-LINK SECURITY FENCE.

0 EXISllNG PARKING STALL.

0 EXISllNG TRANSFORMER ON CONCRETE PAD.

0 EXISllNG UllLITY POLE Wl"TH VERTICAL CONDUITS.

0 EXISllNG GUYWIRE AND ANCHOR.

0 EXISllNG LIGHT POLE AND FIXTURE

ON CONCRETE BASE.

EXISllNG CATCH BASIN WITH IDENTIFICA llON NUMBER.

EXISllNG WATER SHUT-OFF VALVE.

EXISllNG GAS SHUT-OFF VALVE.

EXISllNG ELECTRIC MANHOLE.

EXISllNG ABOVE GROUND NATURAL GAS

PIPING AND REGULATOR.

EXISllNG VERTICAL GAS LINE MOUNTED

ON EXISTING BUILDING WALL.

EXISTING PIPE BOLLARD.

<jJ> -~ NOT USED.

KEYNOTES ("THIS SHEET ONLY.)

~ INLET PROTECTION, REFER TO DETAIL 1/C-501.

~ SEDIMENT CONTROL FILTER SOCK, REFER

TO DETAIL 2/C-501.

NOTES

1. REFER TO DRAWINGS ED101 AND ED501 FOR

ADDITIONAL ELECTRICAL REMOVALS.

2. SOIL CONTAMINATION IS NOT ANTICIPATED, "THE

CONTRACTOR SHALL NOTIFY "THE CONSTRUCTION

ADMINISTRATOR AND REQUEST DIRECTION ON

HOW TO PROCEED.

3. AASF FACILllY HAS A SITE SPECIFIC SPILL PLAN

DESCRIBING WIHAT TO DO IN "THE EVENT OF A

RELEASE AND WIHO TO CONTACT. THE

CONTRACTOR WILL BE PROVIDED A COPY OF "THIS

PLAN. CONTRACTORS WORKING AT OUR FACILllY

SHALL BE FAMILIAR WITH THIS PLAN SO THAT

THEY KNOW HOW TO RESPOND TO A SPILL ON

THE PROPERlY.

20'

BUILDING

CD101

BUILDING

J1 "-BUILDING 157

LJ'--.--BUILDING 155

1YP TYPICAL 1"=10'

KEYPLAN

/BUILDING 201

t)() PUMP HOUSE

~WATER TANK

CHECK GRAPHIC SCALE BEFORE USING NOT TO SCALE

TETRA TECH

Mead &1 lunt

Joint Venture with .,, , ) Mason&Hanger

Archlt.ect/En91neer

■ ■ II

■ ■ ii OA K PO IN T n ■ ■ ASSOCIATES arch it ecture engineering pl ani, ing

231 Main Street, Biddeford, Maine □4005 (T) 207.263.0193 (F) 207.283.4283 www.oakpoint.com

REVISION

Mark. Date Deec:rlption

12/19/19 30% SUBMISSION

2 03/06/20 60% SUBMISSION

3 06/04/20 90% SUBMISSION

4 07131/20 100% FINAL DOCUMENTS

Drawn b!:j: DEW

App'd b~, K5F

Sc•le, AS NOTED

Fils as: XXX

ED

North

STATE OF CONNECTICUT

MILITARY DEPARTMENT

Frojsct

Facilitieo Management Office 36/D 6raad etreist. Hartford, CT tz;li&lre ehiZl.4'9::..2725 Fax 86".S24A'937

IIJ INOeOR I..OCKe, CT

Draw1n9 Title

5Xl$TINC: CONDITION$/ REMOVAi..& &ITE PI..AN l=D~=·;=/3=1/2=IZl===:::I Dcr•wlDng Nol. 01 ProJect No.

I.Ll~IZR&l~C>C>JJ n .. -n ..

N N

" 0 n

" I'-

CT'

cJ w f-

C1 I n

N m X X

N X ./ X w X _J X I, X 0 6 ./ z ..

u w a iii.

IL

,,. b)

~ A " PROPERTY LINE, PER

PLAN REFERENCE PROVIDED

BY THE GOVERNMENT (TYP)~

(TYP) 5

PR01ECT EXIST

TREE DURING

CONSTRUCTION--

. . '•. I, ; ;, 3r·---.._ 5.00'

I I I I I I I I I I I I b 0 co ,,, ,t----1 -----,--'I< iri

DRAINAGE SWALE 2

g: , -.i-•

I I I I

4.00

.00

I I

DIMENSIONS FOR - 7.63' 11.67' .0 •4:So 4:6-3' __ ~ GENERATOR _ __,,:.~~-----,,.f-~,,_,. ___ _,,___,,_ _ _,.__.,... ----19 LOCATION (TYP) i

-----s. 4 (TYP)

_---;-APPROXIMA 1E LIMIT

I OF TURF RESTORATION (TYP)

I

Tl

OF 3)

I ...

I I

PHYSICAL

FITNESS

I

11 1

..• : ·~~· ~: ·~·~·~:-·~r,------_:_41~~1~;:_

_____ ---,l''--------=-31~.4~2~'~p~AD=--=Lfrnrr=t----,f<

H H

EXIST BUILDING 157

1 SITE PLAN

CS101 SCALE: 1 "= 1 O'

PLAN

NORTH

MEN"S LOCKER R

I

MECHANICAL/

ELECTRICAL ROOM

[J1TI

4 (TYP)

BUILDING

u.1

CS101

BUILDING

KEYPLAN

NOT TO SCALE

I

EXISTING KEYNOTES (THIS SHEET ONLY.)

0 EXISTING TURF.

q) EXISTING ASPHALT PAVEMENT.

0 EXISTING CONCRETE WALK.

0 EXISTING CHAIN-LINK SECURITY FENCE.

<§> EXISTING PARKING STALL.

W EXISTING TRANSFORMER ON CONCRE1E PAD.

0 EXISTING UTILITY POLE WITH VERTICAL CONDUITS.

0 EXISTING GUYWIRE AND ANCHOR.

0 EXISTING LIGHT POLE AND FIXTURE

ON CONCRETE BASE.

qp

EXISTING CATCH BASIN WITH

I DEN Tl FICA TION NUMBER.

EXISTING WATER SHUT-OFF VALVE.

EXISTING GAS SHUT-OFF VALVE.

EXISTING ELECTRIC MANHOLE.

EXISTING ABOVE GROUND NATURAL GAS

PIPING AND REGULATOR.

EXISTING VERTICAL GAS LINE MOUNTED

ON EXISTING BUILDING WALL.

EXISTING PIPE BOLLARD.

~-~ NOT USED.

KEYNOTES (THIS SHEET ONLY.)

[TI

4" MINIMUM TOPSOIL, SEED AND MULCH.

5'-o" WIDE REINFORCED CONCRE1E PAVEMENT

WALK, REFER TO DETAIL 4/C-501.

7'-o• HIGH CHAIN-LINK FENCE, REFER TO

DETAIL 7 /C-501.

5'-0" WIDE CHAIN-LINK FENCE PERSONNEL GA1E,

REFER TO DETAIL 7 /C-501.

REINFORCED CONCRE1E GENERATOR PAD WITH

THICKENED EDGES, REFER TO DETAIL 3/C-501.

S1EEL STAIRS AND WALKWAYS FOR GENERATOR

MAIN1ENANCE, MOUN1ED TO TANK AND CONCRE1E

PAD. STAIRS ON EACH END OF WALKWAYS. STAIRS

AND PLA TlFORMS SHALL COMPLY WITH OSHA 1910

SUBPART D 1910.25 "WALKING-WORKING SURFACES".

DIESEL GENERATOR AND BASE FUEL TANK, FILL

SHALL HAVE SPILL CONTAINMENT. VENT SHALL

EX1END ABOVE FUEL FILL IN ACCORDANCE WITH

NFPA 30.

NOTES

1. REFER TO DRAWING CD101 FOR EROSION

CONTROL.

2. REFER TO DRAWING CD101 FOR CIVIL LEGEND

AND ABBREVIATIONS.

3. REFER TO DRAWINGS EP101 AND EP501 FOR

ADDITIONAL ELECTRICAL WORK.

l'7 "-BUILDING 157

~BUILDING 155

/BUILDING 201

60 PUMP HOUSE

~WA1ER TANK

GRAPHIC SCALE

1 o' 5' o 1 o' 20'

1 "=1 o·

CHECK GRAPHIC SCALE BEFORE USING

TETRA TECH

Mead &1 lunt

Joint Venture with .,, , ) Mason&Hanger

Archlt.ect/Englneer

■ ■ II OA K PO IN T a rchi t ectu r e

■ ■ ii enginee r ing n ■ ■ ASSOCIA T ES pl a ni,ing

231 Main Street, Biddeford, Maine □4005 (T) 207.263.0193 (F) 207.283.4283 www.oakpoint.com

REVISION

Mark. Date Deecrlption

I 12/19/19 30% SUBMISSION

2 03/06/20 60% SUBMISSION

3 06/04/20 90% SUBMISSION

4 07/31/20 100% FINAL DOCUMENTS

Drawn b!:j: DEW

ED App'd b~, K5F

Sciale: AS NOTED

File as: XXX North

STATE OF CONNECTICUT

MILITARY DEPARTMENT

Project

Facilitieo Management Office 36/D 6raad etreist. Hartford, CT tz;li&lre ehiZl.4'9::..2725 Fax 86".S.24A'937

Ci=ENERA iOR INE,i Al-I-Ai I ON

IIJ INOeOR I..OCKe, CT

Draw1n9 Title

$1i5 PL.AN

I Drawing No. IDate

: IZ>1 /3l/21Z>

ProJect No. CS101 r---- N ..

' n ..

0 - N N

" 0 n

" r----

CT'

cJ w f-

C1 I n

N - X m - X N X ./ X w X _J X I, X 0 6 ./ z ..

u w a iii.

IL

PROPERTY LINE, PER

PLAN REFERENCE PROVIDED

BY THE GOVERNMENT (TYP)~

__.-----<-4 (TYP)

·i',-'.;·•,: .

w . • )·,: ;· ~-:'

-----------------------EUE----'~~------,1;1"

----1----t---EUE "- "- g

"- "-. EUG(2")J==J ____ -J3~-_j1-\---t-~

EUG(2")

--nl I I

I

)\I /4

C) =i w

DRAINAGE SWALE 2

H H

',,_·. 1

PHYSICAL

FITNESS

om

EXIST BUILDING 157

MEN'S LOCKER R

1 UTILITY PLAN

CU101 SCALE: 1 "=1 O'

PLAN

NORTH

MECHANICAL/

ELECTRICAL ROOM

[J1TI

ESS(8"PYC)

, 1' ·:

~ c;:.

o\

EXISTING KEYNOTES (THIS SHEET ONLY.)

0 EXISTING TURF.

q) EXISTING ASPHALT PAVEMENT.

0 EXISTING CONCRETE WALK.

0 EXISTING CHAIN-LINK SECURITY FENCE.

<§> EXISTING PARKING STALL.

W EXISTING TRANSFORMER ON CONCRETE PAD.

0 EXISTING UTILITY POLE WITH VERTICAL CONDUITS.

0 EXISTING GUYWIRE AND ANCHOR.

0 EXISTING LIGHT POLE AND FIXTURE

ON CONCRETE BASE.

qp

EXISTING CATCH BASIN WITH

I DEN Tl FICA TION NUMBER.

EXISTING WATER SHUT-OFF VALVE.

EXISTING GAS SHUT-OFF VALVE.

EXISTING ELECTRIC MANHOLE.

EXISTING ABOVE GROUND NATURAL GAS

PIPING AND REGULATOR.

EXISTING VERTICAL GAS LINE MOUNTED

ON EXISTING BUILDING WALL.

EXISTING PIPE BOLLARD.

~-~ NOT USED.

KEYNOTES (THIS SHEET ONLY.)

CONDUIT TRENCH (CONCRETE ENCASED), REFER

TO DETAIL 8/C-501. REFER TO ELECTRICAL

DRAWING EP101 FOR CONTINUATION.

~ DIESEL GENERATOR AND BASE FUEL TANK.

· · EOU · · - · · - · · - · · - · · -EOU - · ·

STEEL STAIRS AND WALKWAYS FOR GENERATOR

MAINTENANCE, MOUNTED TO TANK AND CONCRETE

PAD. STAIRS ON EACH END OF WALKWAYS. STAIRS

AND PLATFORMS SHALL COMPLY WITH OSHA 1910

SUBPART D 1910.25 "WALKING-WORKING SURFACES",

I t

4 (TYP)

FW

BUILDING

ul

::i

CU101

BUILDING

KEYPLAN

3=·•··· w

NOT TO SCALE

~ SURFACE CONDUITS RISE UP ON BUILDING, REFER TO

DRAWINGS EP101 AND EP501.

~ GROUND ROD, REFER TO DETAIL 7 /C-501.

I l'7 "--BUILDING 157

L__l----.-.BUILDING 155

/BUILDING 201

60 PUMP HOUSE

~WATER TANK

NOTES

1. REFER TO DRAWING CD101 FOR EROSION CONTROL

2. REFER TO DRAWING CD101 FOR CIVIL LEGEND AND

ABBREVIATIONS.

3. REFER TO DRAWINGS EP101 AND EP501 FOR

ADDITIONAL EUECTRICAL WORK.

GRAPHIC SCALE

1 o' 5' o 1 o' 20'

1 "=1 o·

CHECK GRAPHIC SCALE BEFORE USING

TETRA TECH

Mead &1 lunt

Joint Venture with .,, , ) Mason&Hanger

Archlt.ect/En91neer

■ ■ II OA K PO IN T a rchi t ectu r e

■ ■ ii enginee r ing n ■ ■ ASSOCIA T ES pl a ni,ing

231 Main Street, Biddeford, Maine □4005 (T) 207.263.0193 (F) 207.283.4283 www.oakpoint.com

REVISION

Mark. Date Deec:rlption

I 12/19/19 30% SUBMISSION

2 03/06/20 60% SUBMISSION

3 06/04/20 90% SUBMISSION

4 07/31/20 100% FINAL DOCUMENTS

Drawn b!:j: DEW

ED App'd b~, K5F

Sciale: AS NOTED

File as: XXX North

STATE OF CONNECTICUT

MILITARY DEPARTMENT

Project

Facilitieo Management Office 36/D 6raad etreist. Hartfard, CT 12),&lre ehiZl.4'9::..2725 Fax 86".S24A'937

Ci=ENERA iOR INE,i Al-I-Ai I ON

IIJ INOeOR I..OCKe, CT

Draw1n9 Title

UilLliY PLAN

I Drawing No. IDate : ,z,, /31/2,:Z:, ProJect No. CU101

155.30E

155.2E~

\_155.9E I

H H n sc;-..

n n ..

N N

" 0 n

" I'-

CT'

cJ w f-

C1 I n

N m X X

N X ./ X w X _J X I, X 0 6 ./ z u w a iii.

IL

(TYP) 5

155.49E

154.5E

154.7E

155.5E~ I

PHYSICAL

FITNESS

om

~ A "

155.49E

PROPERTY LINE, PER

PLAN REFERENCE PROVIDED

BY THE GOVERNMENT (TYP)~

155.94F

EXIST RIM: 156.40E

I I

4 (TYP)

155.66E 155.81 E I I

9 ~

155.6E~ I I

155.BF I

I

156.4F

TOP OF PAD: 156.50,

L '

TOP OF PAD: 156.33

I

I

I I

I I

I

I t;

156.50F I ; 156.BE

r156.4E {

156.4F /I \,_ 8

\ 156.3E

~ 156.5E

I \

I

I I

Tl r---',\-....../ 6 \ t _______ ..\ ;,, TOP OF EXIST

1S~'',,, j : ~CONG PAD:156.75

---- -,, 156 OF L \ 155·1E \ 16 (TYP OF 3)

--,s4:iE-~_1_1 _____ "1-5155.57-E---~:--- • j 155.9.~ _/

155.1 E ••••

0 0

I I I

EXIST BUILDING 157

MEN'S LOCKER R

1 GRADING PLAN

CG101 SCALE: 1 "= 1 0'

PLAN

NORTH

MECHANICAL/

ELECTRICAL ROOM

[J1TI

u.1 4 (TYP)

BUILDING

-6'

CG101

BUILDING

KEYPLAN

NOT TO SCALE

I

EXISTING KEYNOTES (THIS SHEET ONLY.)

0 EXISTING TURF.

q) EXISTING ASPHALT PAVEMENT.

0 EXISTING CONCRETE WALK.

0 EXISTING CHAIN-LINK SECURITY FENCE.

<§> EXISTING PARKING STALL.

W EXISTING TRANSFORMER ON CONCRETE PAD.

0 EXISTING UTILITY POLE WITH VERTICAL CONDUITS.

0 EXISTING GUYWIRE AND ANCHOR.

0 EXISTING LIGHT POLE AND FIXTURE

ON CONCRETE BASE.

qp

EXISTING CATCH BASIN WITH

I DEN Tl FICA TION NUMBER.

EXISTING WATER SHUT-OFF VALVE.

EXISTING GAS SHUT-OFF VALVE.

EXISTING ELECTRIC MANHOLE.

EXISTING ABOVE GROUND NATURAL GAS

PIPING AND REGULATOR.

EXISTING VERTICAL GAS LINE MOUNTED

ON EXISTING BUILDING WALL.

EXISTING PIPE BOLLARD.

~-~ NOT USED.

NOTES

1. REFER TO DRAWING CD101 FOR EROSION

CONTROL.

2. REFER TO DRAWING CD101 FOR CIVIL LEGEND

AND ABBREVIATIONS.

3. EUEVATION CONTOURS AND SPOT GRADES ARE

IN DECIMAL FEET.

l'7 "--BUILDING 157

L__l---.-BUILDING 155

/BUILDING 201

60 PUMP HOUSE

~WATER TANK

GRAPHIC SCALE

1 o' 5' 0 1 o' 20'

1 "=1 o·

CHECK GRAPHIC SCALE BEFORE USING

TETRA TECH

Mead &1 lunt

Joint Venture with .,, , ) Mason&Hanger

Archlt.ect/En91neer

■ ■ II OA K PO IN T a rchi t ectu r e

■ ■ ii enginee r ing n ■ ■ ASSOCIA T ES pl a ni,ing

231 Main Street, Biddeford, Maine □4005 (T) 207.263.0193 (F) 207.283.4283 www.oakpoint.com

REVISION

Mark. Date Deec:rlption

I 12/19/19 30% SUBMISSION

2 03/06/20 60% SUBMISSION

3 06/04/20 90% SUBMISSION

4 07/31/20 100% FINAL DOCUMENTS

Drawn b!:j: DEW

ED App'd b~, K5F

Sciale: AS NOTED

File as: XXX North

STATE OF CONNECTICUT

MILITARY DEPARTMENT

Project

Facilitieo Management Office 36/D 6raad etreist. Hartford, CT tz;li&lre ehiZl.4'9::..2725 Fax 86".524.4'937

Ci=ENERA iOR INE,i Al-I-Ai I ON

IIJ INOeOR I..OCKe, CT

Draw1n9 Title a.RADINa. PL.AN

I Drawing No. IDate

: IZ\1 /31/212)

ProJect No. CG101

COVER REMOVAL

LOOPS WITH

COMPACTED SOIL

ANCHOR BAG BElWEEN CATCH

BASIN FRAME AND GRATE

,\. 3 ..•

EXIST GRADE

OR SUBGRADE

CATCH

BASIN

IN-BASIN

BAG FILTER

2'-o·

OVERLAP SEDIMENT

CONTROL FILTER SOCK

ENDS 2'-0" MIN

SEDIMENT CONTROL

FILTER SOCK (TYP)

1//////

12" DIA SEDIMENT CONTROL FILTER

SOCK (MESH OR GEOSYNTHETIC FABRIC

TUBE) FILLED WITH EROSION CONTROL

MIX

6'

PONDING HEIGHT

1 I 2 »-in:-s:"7:"v'?:"(7,'.t<_'('.'.<_V 1 oo· MAX ~0, /')y»;'> SLOPE LENGTH

MIN 4000 PSI REINF CONC

PAD WITH FINE BROOM

FINISH, SEE SHEET CS101

FOR PAD DIMENSIONS -

3/4" CHAMFER (TYP)------,

3" MIN

FINISH

GRADE

CORE OR SLEEVE FOR

FENCE POST, ID = POST

OD + 3/4" (TYP)

12" (TYP

2" COVER (TYP)

#4'S AT 1'-0" OC

EACH WAY (TYP)

SLOPE TOP

OF PAD 1%

. I>. • I> 1> ---....... -- • , l,, . . o.

6" MIN TO EDGE

OF POST (TYP)

EXPANSION LLi

JOINT ~

CONC WALK,~~

" 0. :· ..

NOTES

END OVERLAP PLAN SIDE VIEW

1. IN-BASIN BAG FILTERS SHALL BE A WOVEN

POLYPROPYLENE WITH THE FOLLOWING MINIMUM PROPERTIES:

a. GRAB TENSILE STRENGTH ACCORDING TO ASTM D4632: 300 LBS

b. PUNCTURE RESISTANCE ACCORDING TO ASTM D4833: 120 LBS

c. MULLEN BURST ACCORDING TO ASTM D3786: 800 PSI

d. FLOW RATE ACCORDING TO ASTM D4491: 44 GAL/MIN/SF

2. BAG FILTER SEAMS SHALL BE DOUBLE STITCHED WITH HIGH-STRENGTH

NYLON THREAD AND SHALL HAVE AN AVERAGE WIDE WIDTH STRENGTH PER

ASTM D4884 OF 165 LBS/INCH.

3. PROVIDE TYPE A INLET PROTECTION IN EXISTING OR NEWLY

PAVED AREAS WITH NON-STABILIZED TRIBUTARY WATERSHEDS.

4. REMOVE ACCUMULATED SEDIMENTS IN ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS. DO NOT PUNCTURE BAG FILTER TO CLEAN OUT SEDIMENT.

TYP CATCH BASIN INLET PROTECTION DETAIL

NOT TO SCALE

SEDIMENT CONTROL FILTER SOCK NOTES:

1. SEDIMENT CONTROL FILTER SOCKS SHALL BE MANUFACTURED FOR THE PURPOSE OF

TEMPORARY SEDIMENT CONTROL AND INSTALLED ACCORDING TO THE

MANUFACTURERS RECOMMENDATIONS.

2. REMOVE ROOTS, ROCKS, MOW OR FLATTEN GRASS TO MAINTAIN FULL CONTACT WITH

GROUND AND FILTER SOCK.

3. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES ONE HALF THE FILTER SOCK HEIGHT.

4. SEDIMENT CONTROL FILTER SOCKS SHALL REMAIN IN PLACE UNTIL ALL AREAS ARE STABILIZED.

5. SECURE SEDIMENT CONTROL FILTER SOCKS WITH CONCRETE BLOCKS AND/OR WOOD STAKES IN

LOCATIONS WHERE SOCK FAILS TO REMAIN IN PLACE DUE TO HYDRAULIC FORCE.

6. EROSION CONTROL MIX SHALL CONSIST PRIMARILY OF WELL GRADED ORGANIC MATERIAL

AND SHALL INCLUDE SHREDDED BARK, STUMP GRINDINGS, COMPOSTED BARK, OR OTHER

PRODUCTS BASED ON A SIMILAR RAW SOURCE. SILT, CLAY, OR FINE SAND ARE NOT

ACCEPTABLE IN THE FILTER SOCK EROSION CONTROL MIX.

2 TYP SEDIMENT CONTROL FILTER SOCK DETAIL

NOT TO SCALE

1-3/4" L (i:-3/4"

NOTES:

1. PROVIDE CONTROL JOINTS AT 1 O' OC.

2. REINFORCING SHALL BE GALVANIZED.

3. GRADES AROUND THE CONCRETE PAD ARE TO

DRAIN AWAY, SEE SHEET CG101.

4. SLOPE TOP SURFACE OF CONCRETE PAD 1.0% IN THE WEST

DIRECTION, REFER TO DRAWING CG101.

5. FILL THE ANNULAR SPACE AROUND FENCE POSTS SOLID WITH

NON-SHRINK GROUT.

3 CONCRETE GENERATOR PAD DETAIL

CONCRETE WALK -1'-',.__,,'---+-,1

3/8"

NOT TO SCALE

FINISH GRADE

- GRASS

5'-0"

TOOLED EDGE FINISH-~

4" THICK 4,000 PSI CONC

WALK WITH GALVANIZED

6x6 W2.9xW2.9 WWF

1/4" PER FOOT

.&. • • • I> • t>. .

I-"-~)( . . )( .

.. :•o.··

.q: .,·.·· .· ......... ···p ·. ··.· ..

12" MIN

AGGREGATE

BASE

COMPACT EXIST

SUBGRADE

EXIST ASPHALT

CONC PAVEMENT

SAWCUT EXIST

ASPHALT CONC

PAVEMENT TO A

VERTICAL EDGE

TURF CONDITION PAVEMENT CONDITION

CONCRETE WALK NOTES:

1. PROVIDE MEDIUM BROOM FINISH PERPENDICULAR TO DIRECTION OF TRA \/EL.

2. PROVIDE TOOLED CONTROL JOINTS AT 5'-0" TO 6'-0" ON CENTER, ~

EQUALLY SPACED, UNLESS INDICATED OTHERWISE, AND AT ALL EDGES.~

3. PROVIDE TOOLED EXPANSION JOINTS AT 25'-35' ON LLi

CENTER, EQUALLY SPACED UNLESS INDICATED OTHERWISE.~

4. PROVIDE 3/8" PREFORMED FILLER AND JOINT SEALER

WHERE WALK ABUTS THE BUILDING.

• N

1" x ,t x:~-x x:--x J.

< ,t ,t

TYP CONTROL JOINT DETAIL

NOT TO SCALE

1-3/4"

3/8" THICK PREFORMED

FILLER MA TERI AL

1-3/4" ,l<-+-;/'--<<-,f ,.,~3 /8"

JOINT SEALANT

BOND BREAKER

• N

• N

#4'S (GALVANIZED) 4" CONCRETE WALK

AT 2'-0" OC EMBEDDED

6" EACH SIDE (TYP) -~

EXPANSION JOINT NOTES:

1. TOOLED JOINT SURFACE SHALL BE SMOOTH

AND AT A CONSTANT DEPTH.

2. BREAK WWF REINFORCING AT EXPANSION JOINT.

TYP EXPANSION JOINT DETAIL

NOT TO SCALE

2.875" DIA CORNER

AND END POSTS

WITH CAP (TYP)----

MIN 5/16" STEEL

TRUSS ROD AND

TURNBUCKLE (TYP)

LATCH ASSEMBLY

WITH PROVISIONS

FOR PADLOCK-~

@ 6"MIN

CONCRETE

GENERATOR PAD

FINISH TOP OF

GRADE (TYP) PAD:156.50

2.375" DIA LINE POST CAP WITH

HOLE FOR TOP RAIL (TYP) --~

PERSONNEL GATE

5'-0"± 3'-3"±

9 GAUGE 2" x 2" FABRIC WITH KNUCKLED

SELVAGE AT TOP AND BOTTOM (TYP)

8'-4"± (10'-0" MAX)

1.66" DIA TOP RAIL (FENCE FABRIC

TIES AT 24" QC MAX) (TYP)

12· oc

AX)-~ 1.66" DIA BRACE RAIL, SEE

CHAIN-LINK FENCE NOTE 2 (TYP

OFFSET LUG

(TYP)

STRETCHER BAR BAND,

INSTALL 4" FROM TOP

AND BOTTOM AND AT

CENTER LINE (TYP)

.CXXl [XX)

STRETCHER BAR (TYP)

+rll-- HINGE -(TYP)

SLOPE TOP

OF PAD 1%

MIN 5/16" STEEL

TRUSS ROD AND

TURNBUCKLE (TYP)

CORE OR SLEEVE

FOR FENCE POST

8" INTO CONC

PAD (TYP)

TOP OF

PAD: 156.33

EXIST GRADE 155.8F . ,

(TYP)l---:::::-:~-::::::=.:;;:;=;-::1!=':!~ . .::~·~•~:.,..-'.""",=-·=·=--~:-·=··..;.."-;-"~·~...;l .. ~··-·~· .... ·=·•-='·..:::i•.4·~·-:=·:.L·~::::::...~--'·=·'---.:!~_.::::._=·-=~-=~..:::-="1Hf_j~··~------·=·-·~'-----=·-·=··..::::~· .... ,=··-=··_.~-..'.::::~··_---=·~·...i.·~~::::..j__::._::__::::

1" FABRIC (MAX),

2" GA TES (MAX)

155.8F . ... . •• . .. ; I, . ·11- I> t,'

-- --- - - - -BOND-OUT OPENING -

FOR CONDUITS IN

TYPICAL CONCRETE WALK DETAIL

CONC PAD

HAUNCH

BEYOND (TYP)

GROUND WIRE BOND

TO GATE AND GATE

FENCE POST (TYP) CONC PAD (BEYOND)

BOTTOM TENSION WIRE

WITH HOG RINGS AT

24" OC MAX (TYP)

NOT TO SCALE

WARNING AND IDENTIFICATION

TAPE, INSTALL 12" BELOW

FINISH GRADE----~

4" MIN , ...

4" MIN~ ''k---7½-'----IFt-T.f'+-'-..____,,_A-c--f'r---M

FINISH GRADE-GRASS

EXIST GRADE

2,500 PSI MIN CONCRETE ENCASEMENT

I>. l,, . c:.:- ~ I> .

A-rl;.;-- ELECTRIC CONDUITS,

• • NUMBER AND SIZE AS . ..

INDICATED ON SHEET CU101

COMMUNICATION AND CONTROL

CONDUITS, NUMBER AND SIZE

AS INDICATED ON SHEET CU101

~~'-->i',..:.=----"'.:.:...:,/','--;1',1'--;~--+-,1L--,i<-+~,1<-e;--,/' -..__ COMP ACT EXIST

SUBGRADE

Q 4" MIN 4" MIN (TYP) 4" MIN

8' LONG X 5/8" DIA

GROUND ROD, 6"

BELOW GRADE. REFER

TO DRAWING CU101

FOR LOCATIONS (TYP)

6 AWG GROUND

WIRE BOND TO

GROUND ROD AND

FENCE POST (TYP)

00000 00000

AGGREGATE BASE

ESD(12"PVC),

IN\IERT:150.0±--

EUE/EUC 40"±X19"±

10W CED, 2'-0"±

BELOW EXIST GRADE

NORTH SIDE ELEVATION

CHAIN - LINK FENCE NOTES:

1. ALL POSTS, RAILS, FABRIC AND APPURTENANCES

SHALL BE GALVANIZED.

2. BRACE RAILS AT CORNER AND GATE POSTS.

3. GENERATOR PAD REINFORCING NOT SHOWN FOR CLARITY.

CONDUIT TRENCH TO

BUILDING 157, REFER

TO DRAWING CU101 ~

7 TYP CHAIN-LINK FENCE AND GATE DETAIL

S101 C-50 SCALE: 1/2"=1'-0" REMAINING SIDES SIMILAR

CONDUIT OUTSIDE DIA (TYP) Q CONDUIT OUTSIDE DIA (TYP)-~ GRAPHIC SCALE

TETRA TECH

Mead &1 lunt

Joint Venture with .,, , ) Mason&Hanger

Archlt.ect/Er191n~

■ ■ II

■ ■ ii OA K PO IN T n ■ ■ ASSOCIATES arch it ecture engineering pl ani, ing

231 Main Street, Biddeford, Maine □4005 (T) 207.263.0193 (F) 207.283.4283 www.oakpoint.com

REVISION

Marie. Datdl D,sec.rlpt.lol'I

12/19/19 30% SUBMISSION

2 03/06/20 60% SUBMISSION

3 06/04/20 90% SUBMISSION

4 07/31/20 100% FINAL DOCUMENTS

Drawn b~, DEUJ

App'd b~, K5P scale, AS NOTED

File a&: XXX

Project

STATE OF CONNECTICUT

MILITARY DEPARTMENT

Facllltlee Management Office 36e> eroad et.r..t. M.!lrtfard, CT IZ'61rt:I!>

86e>A9':.!125 f'ax 8612'32'4-~1

GENERA iOR IN&i Al.I.Ai I ON

I/JIN0eclR I.OCl<.Eo, C::T

Draw1r19 Title

&liE OEiAI~&

Q 2· 1' 0 1' 4' g ~6~CJ~~~c!~1iNs TRENCH DETAIL 1/ 2"=1'-o" :;ID~:::;:t;::/31;;::/2121==:::::::I Drc•wt:sNa.01 w NOT TO SCALE Fr<>Jsct Ne, Q CHECK GRAPHIC SCALE BEFORE USING UJ~IZR~1~(2)(2)JJ fL_ _________________________________________________________________________________________________________ ..... .,. _______ ., ____ ..

X

X X X X X

6 z

LIGHTING

s swP

I

120/277V, 20A LIGHT SWITCH,

SPECIFICATION GRADE

120/277V, 20A LIGHT SWITCH,

SPECIFICATION GRADE, IN CAST BOX WITH

WEATHERPROOF TOGGLE SWITCH PLATE

LIGHT FIXTURE

EMERGENCY LIGHT, BATTERY POWERED

TWO LAMPS

EXTERIOR FLOOD LIGHT, LED, WP, 120V,

BLACK FINISH, 2500-3000 LUMEN

OUTPUT, ADJUSTABLE KNUCKLE MOUNT

LINE TYPE LEGEND

-----s---- -----P----

REMOVE EXISTING ITEMS

EXIST ITEMS TO REMAIN

PROVIDE ITEMS

SECONDARY WIRING

PRIMARY WIRING

w o 30 Jul, 2020 - 3: 03pm If C:\dfile\21912.03-E001.dwg

ELECTRICAL SYMBOLS

RECEPTACLES

qp qpG

DUPLEX RECEPTACLE, 120V, 20A,

SPECIFICATION GRADE, NEMA 5-20 R

DUPLEX RECEPTACLE, 120V, 20A

SPECIFICATION GRADE, NEMA 5-20 R

SUBSCRIPT "G" INDICATES GROUND

FAULT INTERRUPT, WP INDICATES

WEATHERPROOF GROUND FAULT

INTERRUPT.

FIRE ALARM

IFACPI FIRE ALARM CONTROL PANEL

GENERAL

A-1

IDDCI

vunm

TRANSFORMER

NON-FUSED DISCONNECT SWITCH

FUSED DISCONNECT SWITCH

JUNCTION BOX

BRANCH CIRCUIT HOMERUN,

A-1 INDICATES PANEL DESIGNATION

AND CIRCUIT NUMBER

CONTROL PANEL FOR HEATING

VENTILATION AND AIR CONDITIONING

EXISTING PANELBOARD

WATER SERVICE METER

CEILING PADDLE FAN

REMOVAL KEYNOTE ON ED SHEETS;

WIRING SCHEDULE INDICATOR ON EP SHEETS

A, AMP

A3P

AC

AFF

AIC

ATS

AVG

AWG

BKR

C

CAT

CB

CKT

cu

DDC

DWG

EMT

FACP

G

GF

GFCI

GFPE

H

HP

HVAC

KCMIL

KVA

KW

L

LED

LTG

M

MAX

MCB

MIN

MLO

MTS

N

NEMA

NETA

NFPA

NIC

NO, #

occ (I) p P/0 R

REC

RGS

RM

RMC

SPD

SPDT

SW

THHN

THWN

TMGB

TYP

UE

UL

V

VA

w W/

WP

ELECTRICAL ABBREVIATIONS

AMPERE

AMPERES, 3-POLE

ALTERNATING CURRENT

ABOVE FINISHED FLOOR

AMPERE INTERRUPTING CAPACITY

AUTOMATIC TRANSFER SWITCH

AVERAGE

AMERICAN WIRE GAUGE

BREAKER

CONDUCTOR, CONDUIT

CATALOG, CATEGORY

CIRCUIT BREAKER

CIRCUIT

COPPER

DIRECT DIGITAL CONTROL

DRAWING

ELECTRICAL METALLIC TUBING

FIRE ALARM CONTROL PANEL

GROUND; GROUND FAULT CIRCUIT INTERRUPTER

GROUND FAULT

GROUND FAULT CIRCUIT INTERRUPTER

GROUND FAULT PROTECTION FOR EQUIPMENT

HEATING LOAD TYPE FOR PANEL SCHEDULE

HORSEPOWER

HEATING, VENTILATION, AND AIR CONDITIONING

KILO-CIRCULAR MILS

KILO-VOLT-AMPERE

KILO-WATT

LIGHTING LOAD TYPE FOR PANEL SCHEDULE

LIGHT EMITTING DIODE

LIGHTING

MOTOR LOAD TYPE FOR PANEL SCHEDULE

MAXIMUM

MAIN CIRCUIT BREAKER

MINIMUM

MAIN LUG ONLY

MANUAL TRANSFER SWITCH

NEUTRAL

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NATIONAL ELECTRICAL TESTING ASSOCIATION

NATIONAL FIRE PROTECTION ASSOCIATION

NOT IN CONTRACT

NUMBER

OCCUPANCY

PHASE

POLE

PART OF

RECEPTACLE LOAD TYPE FOR PANEL SCHEDULE

RECEPTACLE

RIGID GALVANIZED STEEL

ROOM

RIGID METAL CONDUIT

SURGE PROTECTIVE DEVICE

SINGLE POLE, DOUBLE THROW

SWITCH

HEAT RESISTANT THERMOPLASTIC WIRE

WITH NYLON JACKET

MOISTURE & HEAT RESISTANT THERMOPLASTIC

WIRE WITH NYLON JACKET

TELECOM MAIN GROUND BUSBAR

TYPICAL

UNDERGROUND ELECTRIC

UNDERWRITERS LABORATORIES

VOLT

VOLT AMPERE

WATT, WIRE

WITH

WEATHERPROOF

ELECTRICAL GENERAL NOTES

1. COMPLY WITH THE REQUIREMENTS OF THE

NATIONAL ELECTRICAL CODE {NEC) 2020 EDITION,

NFPA 70.

2. COORDINATE WORK WITH ARCHITECTURAL,

STRUCTURAL, PLUMBING, SPRINKLER, CIVIL, AND

MECHANICAL INSTALLERS.

3. ELECTRICAL EQUIPMENT AND WIRING SHALL BE

NEW, UL LISTED AND PROVIDED BY THE

CONTRACTOR UNLESS OTHERWISE NOTED.

4. PROVIDE A SEPARATE GREEN GROUNDING

CONDUCTOR FOR EACH INDIVIDUAL CIRCUIT.

METAL CONDUIT SHALL BE GROUNDED BUT SHALL

NOT BE USED AS THE EQUIPMENT GROUNDING

CONDUCTOR.

5. POWER AND LIGHTING CONDUCTORS, INCLUDING

GROUNDS, SHALL BE MINIMUM #12 AWG COPPER

UNLESS OTHERWISE NOTED.

6. WHERE CONDUCTOR SIZE IS LARGER THAN

TERMINALS WILL ACCEPT, PROVIDE PIGTAIL

ADAPTERS OR POWER DISTRIBUTION BLOCKS IN A

JUNCTION BOX WITHIN 5' -0" OF THE LOCATION

OF THE TERMINATION, TO TERMINATE

CONDUCTORS. THE SMALLER CONDUCTORS SHALL

BE THE LARGEST SIZE THAT CAN BE TERMINATED.

7. INTERIOR CONDUIT SHALL BE MINIMUM 3/4"

UNLESS OTHERWISE NOTED.

8. MINIMUM WIRE AND CONDUIT SIZE FOR CIRCUITS

FED FROM 15A, 1 P, 15A,2P, 20A, 1 P AND 20A,2P

CIRCUIT BREAKERS SHALL BE 2-1/C#12,

1/C#12G, 3/4"C. IF CIRCUIT IS LONGER THAN

1 oo· PROVIDE #10 WIRE.

9. DISCONNECT SWITCHES WITH NO RATING

INDICATED SHALL BE 30A (SWITCH SIZE).

10. FOR FUSED DISCONNECT SWITCHES, COORDINATE

FINAL FUSE SIZE WITH EQUIPMENT PROVIDED.

11. CONFIRM EXISTING PANELBOARD DIRECTORIES

PRIOR TO THE START OF WORK. PROVIDE

UPDATED TYPED, DIRECTORIES AT EXISTING

PANELBOARDS AT THE COMPLETION OF WORK.

INCLUDE COPY OF UPDATED SCHEDULE WITH

CLOSE-OUT DOCUMENTS.

12. SCHEDULE AND COORDINATE OUTAGES WITH

CONTRACT ADMINISTRATOR.

13. PROVIDE OUTAGES NOT LONGER THAN SEVEN

HOURS.

14. PROVIDE FIRE WATCH WITHIN BUILDINGS DURING

POWER OUTAGES. COORDINATE WITH CONTRACT

ADMINISTRATOR. CONFIRM AREAS TO BE INCLUDED

AS PART OF FIRE WATCH. PROVIDE WRITTEN

SCHEDULE FOR FIRE WATCH. SUBMIT SCHEDULE

FOR REVIEW.

15. DO NOT REMOVE EXISTING GENERATOR UNTIL

REPLACEMENT GENERATOR AND ATS ARE

DELIVERED TO THE FACILITY.

TETRA TECH

Mead &1 lunt

Joint Venture with .,.., , ) Mason&Hanger

Archlt.ect./Englneer

■ ■ II

■ ■ ii OA K PO IN T n ■ ■ ASSOCIATES arch it ecture engineering pl ani, ing

231 Main Street, Biddeford, Maine □4005 (T) 207.263.0193 (F) 207.283.4283 www.oakpoint.com

REVISION

Mark Date Desc:.rlptlon

I 12/19/19 30% SUBMISSION

2 03/06/20 60% SUBMISSION

3 06/04/20 90% SUBMISSION

4 07/31/20 100% FINAL DOCUMENTS

Drawn b!:j, BDP

App'd b~, WRW

&c•le, AS NOTED ED North

STATE OF CONNECTICUT

MILITARY DEPARTMENT

Project

Facilities Management Office 36/D 6rao!ld etreiet. Ho!lrlfard, CT (l;l6IIZI~ ehlZl.4'9::..2725 Fax 86"524AS31 a=ENERA iOR INE,i Al-I-Ai I ON

LU INO&oR 1-0CK.&, CT

Draw1n9 Title

51..ECiR I CAI.. $YM601..$, A66REVIATION$ AND C:iENERAL. NOTE&

I Drawing No. IDat~

: IZ>1 /3l/21Z>

ProJect No. E-001

EXTERIOR WALL

EXTERIOR

DIESEL FUEL TANK

LB FITTING ~

(TYP) ~

I

ENCLOSED GENERAT~O_R_J~--~

i

(TYP) I

,J., I I

I ----, I l<D®I 1 I 1 1 2 1 I I I I r--L----------------j _____ L _____ J __ , GRADE ~ L _____ , ____________________ J

<D®

GRADE

CORRIDOR

WALL

--~-~----~-----------------~ r, _____ , __ , ____ l t,. SPARE 1• POWER~

I

ELEC/MECH RM PANEL

LVPA

~ITI

TO PHASE

HANGER #150

,------\ 5

PANEL

HVPA

DRAWING NOTES

1. EXISTING GENERATOR SYSTEM IS AN NEC 702

STANDBY SYSTEM AND INCLUDES MANUAL

TRANSFER SWITCHES.

2. EXISTING NEC 702 SYSTEM IS INCORRECTLY

LABELED AS "EMERGENCY SYSTEM".

3. REFER TO SHEET ED502 FOR SWITCHBOARD

DETAILS.

4. REFER TO CIVIL SHEETS FOR LOCATION OF

EXTERIOR EQUIPMENT.

5. REFER TO SHEET EP501 FOR ONE-LINE

DIAGRAM.

6. COORDINATE WORK AT EXISTING SWITCHBOARD

WITH MANUFACTURERS FACTORY

REPRESENTATIVES. OBTAIN COPY OF

SWITCHBOARD MANUFACTURERS OPERATIONS

AND MAINTENANCE LITERATURE. PROVIDE WORK

INDICATED. PROVIDE INDICATED WORK IN

COMPLIANCE WITH MANUFACTURERS WRITTEN

INSTRUCTIONS.

7. MEASURE, CHECK AND DOCUMENT EXISTING

SERVICE ELECTRICAL PHASE ROTATION PRIOR

TO OUTAGE.

EXISTING KEYNOTES (THIS SHEET ONLY)

0 PAD MOUNT UTILITY TRANSFORMER.

<§> PRIMARY CONDUITS AND CONDUCTORS.

<§> SECONDARY CONDUITS AND CONDUCTORS.

0 MAIN SWITCHBOARD, REFER TO SHEET ED502.

<§> HVPA FEEDER FROM SWITCHBOARD.

<§> TRANSFORMER "T".

----1 1---, I

REMOVAL KEYNOTES (THIS SHEET ONLY)

G) COORDINATE WORK WITH CONTRACT

ADMINISTRATOR.

@ DISCONNECT 100KVA, 480V DIESEL GENERATOR,

DIESEL TANK, AND PAD. DISPOSE OF GENERATOR,

ENCLOSURE, FUEL TANK AND ACCESSORIES.

REMOVE FUEL. DOCUMENT FUEL QUANTITY AND

DISPOSAL LOCATION. DO NOT REUSE EXISTING FUEL

FOR THIS PROJECT.

@ REMOVE 3" CONDUIT, CONDUCTORS AND SUPPORTS.

@ INFILL OPENINGS.

@ PROVIDE FIRE STOPPING.

@ SEAL OPENING WATER TIGHT.

(J) REMOVE SURFACE STRUT. FILL FASTENER

OPENINGS.

@ DISCONNECT "EMERGENCY GENERATOR" MANUAL

TRANSFER SWITCH. SALVAGE TO GOVERNMENT.

@ CONNECT "PHASE HANGER #150" FEEDER DIRECTLY

TO MAIN SWITCHBOARD CIRCUIT BREAKER.

@ DISCONNECT "EMERGENCY GENERATOR MECH. ROOM

#157" MANUAL TRANSFER SWITCH. SALVAGE TO

GOVERNMENT.

Qj CONNECT "MECH ROOM #157" FEEDER DIRECTLY TO

MAIN SWITCHBOARD CIRCUIT BREAKER. REFER TO

1/ED502.

@ REMOVE SUB-METER, METER SOCKET, CONDUITS,

AND WIRING. PREPARE TO RE-INSTALL.

@ REMOVE 1 OOA, 480V, 3(1l, "FOAM SYSTEM"

DISCONNECT SWITCH AND WIRING. PREPARE TO

REINSTALL.

0 REMOVE EXISTING 1200 AMP BUSS SECTION

BETWEEN SWITCHBOARD MAIN SECTION AND

SWITCHBOARD DISTRIBUTION.

@ PROVIDE SWITCHBOARD MANUFACTURERS INFILL

PLATE(S) BETWEEN SWITCHBOARD SECTIONS.

@ PREPARE TO INSTALL LUGS AT EXISTING BUSS.

@ REMOVE BRANCH CIRCUIT WIRING CIRCUITS FROM

LVPA WHICH PRESENTLY SERVE GENERATOR

CONTROLS, HEATER, AND RECEPTACLE. PROVIDE

KNOCKOUT SEALS AT ANY OPENINGS WHICH

REMAIN.

@ COORDINATE WITH POWIER COMPANY FOR POWIER

SHUT DOWN AND RE-ENERGIZING AT PAD

TRANSFORMER. ARRANGE FOR UTILITY COMPANY TO

OPEN TRANSFORMER DOORS TO MAKE PHOTOS.

PAY ASSOCIATED FEES.

@ PROVIDE TAGGED AND ANNOTATED PHOTOGRAPHS

OF EQUIPMENT INTERIORS.

@ DOCUMENT PRIMARY CONDUCTORS. DOCUMENT

CONDUCTOR TYPE, SIZE, INSULATION TYPE, AND

VOLTAGE RATING. PROVIDE REPORT.

TO MECH

________ i ________ , r-----------------, I

I I I

@ DOCUMENT SECONDARY CONDUCTORS. DOCUMENT

CONDUCTOR TYPE, SIZE, INSULATION TYPE, AND

VOLTAGE RA TING. CHECK AND RE-TORQUE LUGS.

PROVIDE REPORT.

X X X X X X X

6 z w

GRADE

'r-------'<\-- p ---a 30 Jul, 2020 - 3: 05pm f C: \dfile\21912.03-ED501.dwg

EXTERIOR INTERIOR

BUILDING SLAB

GRADE

- S-----H--r_3 _ _____,,, METERING

1200A )

GFPE

RELAY

RM 157

! r--,-~----- 1 I

N -""""'-- G ..;::... __

SIEMENS SB3 SWITCHBOARD

MSBD1 #162

277 /480V, 3¢, 4 WIRE

REMOVALS ONE-LINE DIAGRAM

NOT TO SCALE

MTS

PHASE

HANGER

#150

I I MTS II

I I

L ___ _J MECH --1--~

I ROOM ,,-,, I

1 #15 7 l,~}r-

H

3" EMT

r---------, "FOAM I :

SYSTEM" I I

1---'

I @I

~~3.EMT

G)@@ V

3" TO 4" TRANSITION 1

BUILDING SLAB

@ REMOVE 3 INCH EMT AND TRANSITION. PROTECT

EXISTING CONDUCTORS. PREPARE EXISTING

CONDUCTORS FOR INSTALLATION IN 4 INCH

CONDUIT.

@ DOCUMENT EXISTING SETTINGS FOR EXISTING

ADJUSTABLE BREAKERS. PREPARE REPORT. SUBMIT

REPORT.

~ DOCUMENT EXISTING GFPE EQUIPMENT NAMEPLATE

INFORMATION. PREPARE REPORT. SUBMIT REPORT.

4"C BELOW SLAB

TETRA TECH

Mead &1 lunt

Joint Venture with .,, , ) Mason&Hanger

Archlt.ect/Englneer

■ ■ II

■ ■ ii OA K PO IN T n ■ ■ ASSOCIATES arch it ecture engineering pl ani, ing

231 Main Street, Biddeford, Maine □4005 (T) 207.263.0193 (F) 207.283.4283 www.oakpoint.com

REVISION

Mark. Date Deecrlption

I 12/19/19 30% SUBMISSION

2 03/06/20 60% SUBMISSION

3 06/04/20 90% SUBMISSION

4 07/31/20 100% FINAL DOCUMENTS

Drawn b!:j: BDP

App'd b~, WRW

Sc•le, A5 NOTED ED North

STATE OF CONNECTICUT

MILITARY DEPARTMENT

Project

Facilitieo Management Office 36/D 6raad etreist. Hartford, CT tz;li&lre ehiZl.4'9::..2725 Fax 86".S24A'937

Ci=ENERA iOR INE,i Al-I-Ai I ON

IIJ INOeOR I..OCKe, CT

Draw1n9 Title

REMOVAL& ONE-LINE

DIAGRAM

I Drawing No. IDate

: IZ>1 /31/21Z>

ProJect No. ED501

X X X X X

6 z w a I

VENTED

G r---

I _JG L---

METERING ~ @©

SECTION

1 7

2 B

BLANK

3 9

MSBD1-BLDG 4 10

0 0 #162

J? 5 11

~ BLANK

6 12

17 18

13A 13B

□ 14

□ 15

VENTED

MAIN BREAKER SECTION DISTRIBUTION SECTION

SWITCHBOARD KEY

1. SPACE FOR AN ED4 20A MAX.

2. AIR COMPRESSOR 50/3.

3. HOT WATER HEATING PUMP 2 30/3.

4. CHILLED WATER PUMP #1 30/3.

5. BUILDING 153 70/3 (FORMER BUILDING).

6. PANEL HVPA 100/3.

7. GAS FIRED ROOFTOP UNIT #1 20/3.

8. GAS FIRED ROOFTOP UNIT #2 20/3 (GYM)

9. HOT WATER HEATING PUMP #1 30/3 (LOCKER ROOM).

10. CHILLED WATER PUMP #2 30/3.

11. PANEL HVPH, 50/3 (FIRE PUMP BLDG).

12. PANEL LVPA, 70/3.

13A. SPACE W/TAG - FXD6 250A MAX.

13B. BO TON CHILLER 200/3.

14. MCC1 - 400/3

15. SWITCHBOARD #2 800/3 (ADJUSTABLE)

16. NAMEPLATE: SIEMENS SB3, SO #17- 77673-D10, 480/277V, 3~. 4W, 1200A ~.

1200A N, 100,000 AIC, BUSS STRUCTURE, 18,000 AIC, LOWEST BREAKER RATING,

MANUFACTURE DATE 08-97. SUITABLE ONLY FOR USE AS SERVICE EQUIPMENT.

17. GROUND FAULT RELAY SENSOR: ITI GROUND FAULT RELAY, CAT N0.6 BGFL

159-1200. PICK UP AMPS SET AT: 250 AMPS. TIME DELAY IN SECONDS SET AT:

0.2.

18. MAIN CIRCUIT BREAKER: 277 /4BOV, 1200 AMPS.

/ 1 MAIN SWITCHBOARD MSBD1 -BLDG 8162 ELEVATION ..

~D50ji NOT TO SCALE

DRAWING NOTES

1. FIELD VERIFY SWITCHBOARD INFORMATION, BREAKERS

AND BUSSING ON SITE.

2. REPORT ANY DISCREPANCIES TO CONTRACT

ADMINISTRATOR.

3. COORDINATE AND SCHEDULE OUTAGES WITH

CONTRACT ADMINISTRATOR. PROVIDE AND COORDINATE

WITH UTILITY COMPANY TO DISCONNECT POWER AT

UTILITY POLE AND MAKE SAFE. COORDINATE RE

CONNECTING OF SERVICE. PROVIDE AND PAY FEES TO

POWER COMPANY FOR DISCONNECTING AND

RECONNECTING POWER.

4. DOCUMENT SERVICE ENTRANCE PHASE ROTATION

PRIOR TO UTILITY POWER OUTAGE. RECORD RESULTS.

PROVIDE REPORT.

REMOVAL KEYNOTES (THIS SHEET ONLY)

G) REMOVE 480 VOLT PHASE BUS CONNECTIONS BETWEEN

MAIN BREAKER SECTION AND DISTRIBUTION SECTION.

@ PROVIDE TORQUE CHECK OF INCOMING SERVICE

CONDUCTORS. COMPLY WITH SWITCHBOARD

MANUFACTURER AND LUG SPECIFICATIONS.

@ PROVIDE TORQUE CHECK OF OUTGOING FEEDER

CONDUCTORS, EACH BREAKER.

@ PROVIDE REPORT DETAILING MANUFACTURERS TORQUE

VALUES AND FINAL AS-BUILT TORQUE VALUES.

@ CLEAN, VACUUM INTERIOR OF SWITCHBOARD DURING

OUTAGE.

@ PROVIDE PREVENTATIVE MAINTENANCE AT SWITCHBOARD

IN ACCORDANCE WITH NETA-ATS DURING POWER OUTAGE.

(J) PROVIDE LABELED AND ANNOTATED DIGITAL

PHOTOGRAPHS OF SWITCHBOARD INTERIOR DURING POWER

OUTAGE INCLUDING:

INCOMING MAIN SERVICE POWER CABLES

CABLE TERMINATIONS

FACE OF EACH CIRCUIT BREAKERS/BREAKER LABELS

BUS STRUCTURE

GROUNDING BAR

GROUNDING ELECTRODE CONDUCTOR TERMINATIONS

NEUTRAL CONDUCTOR TERMINATIONS

NEW BUS LUGS

OUTGOING CABLES TO ATS

INCOMING CABLES FROM ATS

TETRA TECH

Mead &1 lunt

Joint Venture with .,, , ) Mason&Hanger

Archlt.ect/En91neer

■ ■ II

■ ■ ii OA K PO IN T n ■ ■ ASSOCIATES arch it ecture engineering pl ani, ing

231 Main Street, Biddeford, Maine □4005 (T) 207.263.0193 (F) 207.283.4283 www.oakpoint.com

REVISION

Mark. Date Deec:rlption

I 12/19/19 30% SUBMISSION

2 03/06/20 60% SUBMISSION

3 06/04/20 90% SUBMISSION

4 07/31/20 100% FINAL DOCUMENTS

Drawn b!:j: BDP

ED App'd b~, WRW

Sc•le, A5 NOTED

Project

North

STATE OF CONNECTICUT

MILITARY DEPARTMENT

Facilitieo Management Office 36/D 6raad etreist. Hartfard, CT 12),&lre ehiZl.4'9::..2725 Fax 86".S24A'9::.7

Ci=ENERA iOR INE,i Al-I-Ai I ON

IIJINOeOR 1-0CKe, CT

Draw1n9 Title

&WITCF!eOARD REMOVAL.$

I Drawing No. IDate

: IZ>1 /31/21Z>

ProJect No. ED502

I I L

I I "' "' I r

M

- My4 I

'------I+----------

IOO DD

100 D DI - 1----------

X X X X X X X

6 z

I c:;c:; c:;

TOILET

ROOM

1113 1

I

CT]

p_ p_

MECHANICAL/

ELECTRICAL ROOM

1112 1

DISTRIBUTION

u f-'------------7>-0>

MAIN

-1-1/4" CONTROLS/SPARE

c:; c::c:: I I

! 3 CORRIDOR

I I112AI

I

L-3" 480V POWER

'Y 1-1/4" CONTROLS I 1-1/4" 120V POWER

~ 3

1 ELECTRICAL REMOVALS PART PLAN

EP101 SCALE: 1/4"=1'-0"

PLAN

NORTH

EXISTING KEYNOTES (THIS SHEET ONLY)

0 FIRE EXTINGUISHER AND CABINET.

0 WATER SERVICE, METAL PIPE AND METER.

DRAWING NOTES (THIS SHEET ONLY)

1. COORDINATE OUTAGES WITH CONTRACT

ADMINISTRATOR.

2. PROVIDE FIREWATCH FOR HANGERS DURING

OUTAGES.

3. REFER TO SHEET EP601 FOR PANELBOARD

SCHEDULES.

4. EXISTING GENERATOR IS A NEC 702 STANDBY

GENERATOR. COMPONENTS OF EXISTING GENERATOR

SYSTEM ARE INCORRECTLY LABELED AS

"EMERGENCY".

REMOVALS KEYNOTES (THIS SHEET ONLY)

G) REFER TO SHEET ED501 FOR SWITCHBOARD MSBD1-BLDG

#162 FOR DETAILS AND REMOVALS NOTES.

@ COORDINATE REMOVAL OF EXISTING "EMERGENCY

GENERATOR" "PHASE HANGER #150" EQUIPMENT, CONDUIT

AND WIRING WITH THE CONTRACT ADMINISTRATOR.

@ SEAL WALL PENETRATIONS.

@ RELOCATE EXISTING 1 OOA "FOAM SYSTEM" DISCONNECT

AND METER SOCKET. REFER TO ELEVATION, SHEET EP440.

@ REMOVE EXISTING "EMERGENCY GENERATOR" TRANSFER

SWITCH. "MECH ROOM #157". REMOVE EXISTING

"EMERGENCY GENERATOR" TRANSFER SWITCH #150.

@ REMOVE EXISTING METER AND METER SOCKET.

(J) REMOVE APPROXIMATELY 20 INCHES OF EXISTING

PLYWOOD BACKBOARD.

@ REMOVE EXISTING FIRE BLANKET AND CABINET.

@ REMOVE CEILING PADDLE FAN. TEST FAN PRIOR TO

REMOVAL. PROVIDE REPORT. PREPARE TO REINSTALL.

w a 30 Jul, 2020 - 3: 09pm @ REMOVE BATTERY UNIT AND CONDUIT UP TO DECK ABOVE. STORE AND PREPARE TO REINSTALL. f C: \dfile\21912.03-EP101.dwg

I

DDC PANEL

TRANS

,, T" T

CABINET

FACP

I -l

- 1---------- l

I CT] I

MECHANICAL6c

ELECTRICAL R OM

~ to/ATS1

1112 1 ~ DOC

PANEL

/(4) 4" GENERATOR POWER Cf -- AND 1-1/4" CONTROLS -I - 1-1/4" POWER - - ~ - V

""-m

'--PULLBOX

( 4) 4" 14 (\ ";;

TOILET Ou i - \m LVPA ~

ROOM -

/' 2 '\ 12'.

1113 1 ___---II]

r[ ~I 1-1/4"_)

'7

.! HVPA ~

JcG:~ C _r(4) 4" ~ r l (/ DISTRIBUTION A A TRANS T u !!Tl!

~ MAIN -

CABINET

-- I I I - -- --- " - " - - -- -C 7

.,.- /13151 15 FACP / ~ //.BEAM CLAMP, T'IP / ~· I c:; c:; c:; I -

1/EXISTING STRUCTURE I BEAM

3 Sf V

I

~ ~ ~ 12 LVPA-36

CORRIDOR

~l~

I -1 /2" THREADED ROD, TYP

I112AI -

00, 1-1/4" 120V POWER CONDUIT ...

(JJ /V,=;!7 Loo~ 4" CONDUIT, TYP OF 4 I ' i---

I L -DOUBLE SLOTTED CHANNEL " - r l 416 Bl

QQt:!Q!.!II SEQilQt:!

1-1/4" CONTROL CONDUIT 17 ~I

A-A :' 2 ',ELE~TRtC~L" PART PLAN :ci":~

EP101 SCALE. 1/4 1 0

DRAWING KEYNOTES (THIS SHEET ONLY)

[I]

[QI PROVIDE 4B"X48"X24" DEEP PULL BOX AT 10 FEET

AFF TO BOTTOM OF BOX.

Qj REFER TO CIVIL SHEET CD101 FOR CONTINUATION.

[}] PROVIDE ATS, WITH 1B"X24" SIDE PULL BOX, FLOOR

MOUNTED. PROVIDE SLOTTED CHANNEL SUPPORT TO SPACE

ATS AWAY FROM EXISTING WALL.

II] REINSTALL 100A, 480V "FOAM SYSTEM" DISCONNECT

AND METER. REFER TO SHEET EP440.

@ REMOVE LIGHT FIXTURE. TEST FIXTURE PRIOR TO

REMOVAL. PROVIDE REPORT. PREPARE TO REINSTALL.

@ REFER TO PANEL SCHEDULE LVPA ON SHEET EP601 FOR

CIRCUIT ASSIGNMENTS.

[fil PROVIDE CONDUITS HIGH AT BOTTOM OF BAR JOISTS.

PROVIDE CONDUITS AS TWO 4" OVER TWO 4". PROVIDE

SLOTTED CHANNEL BETWEEN TOP CHORD OF BAR JOISTS.

PROVIDE STRUT TRAPEZE. SUPPORT CONDUIT ON TOP OF

TRAPEZE. REFER TO CONDUIT SECTION A-A, THIS SHEET.

PROVIDE TRAPEZE SUPPORTS AT FIVE FEET ON CENTER

ALONG LENGTH OF CONDUIT RUN.

~ REINSTALL BATTERY UNIT. TEST. SUBMIT TEST REPORT.

§ INSTALL PADDLE FAN TO AVOID CONDUIT TRAPEZE.

EXTEND CIRCUITRY. PROVIDE STRUT SPAN ACROSS

I-BEAMS. SECURE TO TOP OF I-BEAMS. PROVIDE

PADDLE FAN RATED BOX. TEST FAN OPERATION.

!GI INSTALL LIGHT FIXTURE TO AVOID CONDUIT TRAPEZE.

(1] PROVIDE CORE DRILLED HOLES THROUGH EXISTING MASONRY ~ PROVIDE GENERATOR REMOTE ANNUNCIATOR.

WALLS.

[±] SEAL CONDUIT PENETRATION WATERTIGHT.

[fil PROVIDE FIRE STOPPING.

[fil SEAL CONDUIT INTERIOR TO PREVENT PASSAGE OF

MOISTURE.

[I] REFER TO CIVIL SHEET C-101 FOR CONTINUATION.

(ID PROVIDE 4B"X4B"X12" WP PULLBOX APPROXIMATELY 14

FEET AFF. PROVIDE THREADED WEATHERPROOF HUB STYLE

CONNECTIONS.

[g] INSTALL EXISTING FIRE BLANKET AND CABINET.

~ REFER TO PANEL SCHEDULE SHEET EP601.

[zl PROVIDE SURFACE CAST BOX WITH STAINLESS STEEL

WEATHERPROOF-IN-USE COVER. PROVIDE 24 INCHES

ABOVE GRADE.

~ PROVIDE GENERATOR BASE FUEL TANK LEVEL GUAGE

AT 60 INCHES ABOVE FLOOR. PROVIDE ENGRAVED

INFORMATIONAL SIGN READING "GENERATOR FUEL

TANK LEVEL - GALLONS".

GRAPHIC SCALE

4' 2' 0 4' B'

1/4"=1'-o"

CHECK GRAPHIC SCALE BEFORE USING

TETRA TECH

Mead &1 lunt

Joint Venture with .,, , ) Mason&Hanger

Archlt.ect/Englneer

■ ■ II

■ ■ ii OA K PO IN T n ■ ■ ASSOCIATES arch it ecture engineering pl ani, ing

231 Main Street, Biddeford, Maine □4□□5 (T) 2□7.263.□ 193 (F) 207.283.4283 www.oakpoint.com

REVISION

Mark. Date Deecrlption

I 12/19/19 30% SUBMISSION

2 03/06/20 60% SUBMISSION

3 06/04/20 90% SUBMISSION

4 07/31/20 100% FINAL DOCUMENTS

Drawn b!:j: R5UJ

App'd b~, WRW

Sc•le, A5 NOTED

File •oa 21~12.03-EPIOI ED North

STATE OF CONNECTICUT

MILITARY DEPARTMENT

Project

Facilitieo Management Office 36/D 6raad etreist. Hartfard, CT 12),&lre ehiZl.4'9::..2725 Fax 86"524A'937

Ci=ENERA iOR INE,i Al-I-Ai I ON

IIJ INOeOR 1-0CKe, CT

Draw1n9 Title

51..ECiRICAI.. PARi PLAN$

I Drawing No. IDate : ,z,, /31/2,Z, ProJect No. EP101 W~IZR&l~C>C>JJ

X X X X X

6 z w a 30 Jcl, 2020 - 3: 18prr

~ C: \cfile\21912.03-EP440.dwg c--EXTERIOR WALL

MAIN

G)

E--3

DISTRIBUTION

G)

MTS

TO DATA

RACKS

'f'" I I I

I : :

I I I I I I I I I I I I V

; «-® 87"

., 69"

;-I 62" I ,f-----~~--it-------Jf I 57" ;:

I

I " f-------~--~=--al- -, ,r---'",~

" 'v·ENC OF WALL -- I r_...1.l.._ 7 I I I I I

0 I I,-, I I II 11

: ~:l_)'~: 9 ::Disc.:: 18 ..

I I 11 0 I ~ I 0 I I 11 1,! L, 3 : I 1 ~_J __________ J~ ~! i I L ..r-¼j ____ #_ --- [-i ~=rr==-J---+----'-, r------, r;-;i I I

1° 0 1 4 I I

L

"'---FED THRU ' ! ~

MTS

r"J I I I

LO

BACK m ~, 5

LrT-----77 @ : : 22" 11 11 I i ..

11 11 L ____ ..... 67" ~ .L

~ ~ I ,. FLOOR ,

SERVICE SWITCHBOARD

~ /7\ 89" I, ' --:I_; ,,_,, _____________ _____,,_., ,/ 1 ELECTRICAL EQUIPMENT REMOVALS ELEVATION

'{P440 SCALE: NOT TO SCALE

DRAWING EXISTING KEYNOTES (THIS SHEET ONLY)

0 LABELED AS "ARNG CONNECTICUT AASF BRADLEY

INTERNATIONAL AIRPORT, ELECTRIC METER 480/3/1200

SCHINEIDER ELECTRIC AMI METERING DEVICE".

0 ADVANCED METERING FUSED DISCONNECT INSIDE PANEL.

0 LABELED AS "NETWORK METER, NORTHEAST UTILITIES, METER

NO. 89_179_012".

0 MAIN SWITCHBOARD LABELED "MSBD1-BLDG #162".

DRAWING REMOVALS KEYNOTES (THIS SHEET ONLY)

G) REFER TO SHEET ED501 FOR SWITCHBOARD MSBD1 - BLDG

#162 DETAILS.

@ COORDINATE REMOVAL OF EXISTING "EMERGENCY GENERATOR"

PHASE HANGER #160 EQUIPMENT, CONDUIT AND WIRING WITH

CONTRACT ADMINISTRATOR

@ REMOVE EXISTING "EMERGENCY GENERATOR" TRANSFER SWITCH

"MECH ROOM #157".

@ REMOVE EXISTING 100 AMP DISCONNECT AND WIRING. PREPARE

TO REINSTALL.

@ PROTECT EXISTING CONDUCTORS. PREPARE TO REINSTALL WITHIN

CONDUIT SWEEP.

@ REMOVE THREE UN-GROUNDED PHASE SECTIONS OF

SWITCHBOARD BUS.

(J) REMOVE STRUT SUPPORTS.

@ REMOVE CONDUIT LENGTH. PROTECT CONDUCTORS.

@ REMOVE METER AND METER SOCKET. NORTHEAST UTILITIES, LINE

METER. 480V, 3¢, 4 WIRE, METER NO. 89_007 _119.

@ REMOVE TWO SURFACE TELEPHONE JACKS AND CABLES WHICH

ARE TIE WRAPPED TO CONDUIT. PREPARE TO REINSTALL.

Qj) REMOVE DOUBLE DUPLEX RECEPTACLE. SALVAGE CIRCUIT FOR

REUSE.

(FOUR

4" TO ATS

FOUR 4" C TO

/FOUR 4" FROM ATS DISTRIBUTION\ /FOUR 4" C FROM MAIN

r+--~---+---~

I ). 0 0 \. .l 0 0 v---FOUR 4" C FROM GENERA TOR ---0 0 0 0 0 0 0 0 0 0

SWTCHBOARD TOP VIEW

'-r--~-----~"--(1) 1-1 /4" CONTROL CONDUIT

_/ FROM GENERATOR

PULLBOX ATS TOP VIEW

114115 w

Ym

MAIN DISTRIBUTION ATS

[JJ [JJ

IT]] VEND OF WALL

I 4

\_4"C ~

~ FLOOR

SERVICE SWITCHBOARD

\_ATS SIDE PULLBOX

2 ELECTRICAL EQUIPMENT ELEVATION

P440 SCALE: NOT TO SCALE

DRAWING KEYNOTES (THIS SHEET ONLY)

[JJ REFER TO SHEET EP501 FOR SWITCHBOARD MSBD1 -

BLDG #162 DETAILS.

[l] REINSTALL 1 OOA DISCONNECT SWITCH.

[}] PROVIDE 1 O"X1 O"X4" SCREW COVER JUNCTION BOX AT

HEIGHT ABOVE FLOOR TO BE ABOVE ATS.

@J PROVIDE 18"X18"X6" JUNCTION BOX.

[fil INSTALL EXISTING CONDUCTORS WITHIN 4" CONDUIT AND

SPLICE WITHIN JUNCTION BOX.

[fil PROVIDE 3 INCH, 90' SWEEP AND 3 INCH CONDUIT TO

JUNCTION BOX. INSTALL TIGHT TO WALL. LOCATE BEHIND

ATS.

[zJ PROVIDE FLOOR MOUNTED ATS WITH SIDE PULLBOX.

LOCATE SIX INCHES AWAY FROM WALL.

[fil PROVIDE TWO-HOLE COMPRESSION LUGS BOLTED TO

PHASE BUSSES FOR CONDUCTORS OUT TO ATS.

@] PROVIDE TWO-HOLE COMPRESSION LUGS BOLTED TO

PHASE BUSSES FOR CONDUCTORS FROM ATS.

[Qj PROVIDE KNOCKOUT SEALS AT SWITCHBOARD. CONFIRM

FINAL SIZE AND QUANTITY. FOR BIDDING, ASSUME FOUR

2 INCH CONDUIT OPENINGS.

[I] REINSTALL METER SOCKET AND METER.

~ PROVIDE 4/0 COPPER GROUND IN 1-1/4" CONDUIT.

~ PROVIDE SURFACE RECEPTACLE WIRE TO EXISTING

CIRCUIT.

IB] REFER TO SHEET EP101 FOR CONTINUATION FROM

GENERATOR.

~ PROVIDE SLOTTED CHANNEL TRAPEZE SUPPORT WITH

MINIMUM 1 /2" THREADED ROD.

II§] PROVIDE SWITCHBOARD MANUFACTURERS INFILL PLATES.

IIz] PROVIDE DIGITAL PHOTOGRAPHS OF BUSS CONNECTIONS.

[§ PROVIDE DIGITAL PHOTOGRAPHS OF INSTALLED PLATE.

[gj PROVIDE DIGITAL PHOTOGRAPHS OF ATS CABLE

CONNECTIONS.

TETRA TECH

Mead &1 lunt

Joint Venture with .,, , ) Mason&Hanger

Architect/Engineer

■ ■ II

■ ■ ii OA K PO IN T n ■ ■ ASSOCIATES arch it ecture engineering pl ani, ing

231 Main Street, Biddeford, Maine □4005 (T) 207.263.0193 (F) 207.283.4283 www.oakpoint.com

REVISION

Mark Date Dee.crlptlon

I 12/19/19 30% SUBMISSION

2 03/06/20 60% SUBMISSION

3 06/04/20 90% SUBMISSION

4 07/31/20 100% FINAL DOCUMENTS

:?rawn b~;!= RSW

App'd b~, WRW

Seals, AS NOTED EB North

5T ATE OF CONNECT CUT

MILITARY DEPARTMENT

=roject

Facil'tle$ Manageme'1t Office 31<>@ 6road 6treet HarForo, CT /Zlbl/ZlS

Sh@.4~3.27:;?5- Fax 6(;,@.5-:24.4~37 u: NE!<AiO!< IN~iA~~AilON

WI\JD&OR 1-0C:K&, CT

:::;>rawlng Title

EbEC-RICAb EGlUIFMENi 5b5YAilONo

I Dcawlng >-o. l::>ats : 07/Jl/20

=:>reject No_ EP440

W':IIZRE> I ':IFOOJJ

WIRING SCHEDULE

# OF CABLE CONDUIT

PARALLEL SETS

(D 1 (6) #10, (1) #10G 1-1/4"C

® 1 CONTROL, FUEL LEVEL, REMOTE ANN. WIRING 1-1/4"C

@ 4

(3) #500KCMIL,

4"C

(1) #500KCMIL N, (1) 250KCMIL G

© 4

{3) #500KCMIL,

4"C

(1) #500KCMIL N, (1) 250KCMIL G

GENERATOR START CIRCUIT WIRING

IN DEDICATED CONDUIT 1-1/4"C

SPARE WITH TAGGED

1-1/4"C 1

NYLON PULL ROPE

WIRING SCHEDULE NOTES

1. FOR BATTERY CHARGER, CATWALK LIGHTING, RECEPTACLE AND BLOCK

HEATER CIRCUITS.

2. AS RECOMMENDED BY GENERATOR MANUFACTURER.

1"'"1"'T"""'3 ..-7~

GENERATOR

BASE FUEL TANK

ANCHOR BASE TANK

TO CONCRETE PAD

GRADE

[§]CONCRETE PAD

EXTERIOR WALL

~DEDICATED PULLBOX

PULLBOX

EXPANSION FITTING {TYP)

I , EXTERIOR INTERIOR

NOTES

BUILDING SLAB

[I]

GRADE GRADE

METERING

1200A )

X X X X X X X .,__ _ ____,,,....__ p ---++-~ ~------+,~--- s-------'s --------s----------~ 6 z w a 30 Jul, 2020 - 3: 24pm f C: \dfile\21912.03-EP501.dwg

WALL

EXISTING KEYNOTES (THIS SHEET ONLY)

0 PAD MOUNT UTILITY TRANSFORMER.

0 PRIMARY CONDUCTORS.

q) SECONDARY CONDUCTORS.

0 MAIN SWITCHBOARD, REFER TO SHEET ED502.

1-1/4" POWER

PANEL

LVPA

TO PHASE

HANGER #150

TO MECH

RM 157

DRAWING NOTES

1. EXISTING GENERATOR SYSTEM IS AN NEC 702

STANDBY SYSTEM AND INCLUDES MANUAL

TRANSFER SWITCHES.

2. EXISTING SYSTEM IS INCORRECTLY LABELED AS

•EMERGENCY SYSTEM".

3. PROVIDE FUEL FOR GENERATOR START UP,

TESTING AND APPROVALS.

4. PROVIDE FULL FUEL TANK AT SUBSTANTIAL

COMPLETION.

5. PROVIDE ARC FLASH, SHORT CIRCUIT AND

COORDINATION STUDY.

6. REFER TO CIVIL SHEETS FOR LOCATION OF

EXTERIOR EQUIPMENT AND CONCRETE PAD

DETAILS.

7. CONFIRM PHASE ROTATION MATCHES EXISTING

AFTER CONNECTION ATS TO SWITCHBOARD.

3" EMT

"FOAM

DRAWING KEYNOTES(THIS SHEET ONLY)

DJ PROVIDE GENERATOR ENCLOSURE WITH INTERNAL

120V GF RECEPTACLE, WP LED LIGHT FIXTURES

AND LOCAL SWITCH.

[fil PROVIDE FOUR STRUT MOUNTED LED WP LIGHT

FIXTURES AND LOCAL WEATHERPROOF SWITCH.

WIRE TO LVPA-17.

(1) PROVIDE 750 KW GENERATOR, 277 /480V, 3

PHASE, 4 WIRE WITH 1200A, 277 /480V, GFPE

BREAKER. BREAKER SHALL INCLUDE

ADJUSTMENTS FOR: CONTINUOUS AMPS;

LONG-TIME DELAY; SHORT-TIME DELAY;

INSTANTANEOUS PICKUP; AND GROUND FAULT

PICKUP.

[±] PROVIDE DOUBLE WALL, 2700 GALLON DIESEL

FUEL BASE TANK.

@] PROVIDE STEEL SERVICE CATWALK. REFER TO

SHEET CS101 FOR GENERATOR SERVICE CATWALK

INFORMATION.

(§] PROVIDE PAD SIZED FOR GENERATOR, GENERATOR

ENCLOSURE AND BASE TANK.

(I] INCLUDE EQUIPMENT AS PART OF ELECTRICAL

STUDIES.

[fil INCLUDE CONDUCTORS AS PART OF ELECTRICAL

STUDIES.

[fil PROVIDE SPILL CONTAINMENT CONTAINER AND

OVERFILL PREVENTION VALVE AT BASE TANK FILL

PORT.

[QI PROVIDE BASE TANK VENT HEIGHT ABOVE FILL

PORT IN ACCORDANCE WITH NFPA 30.

II] PROVIDE MANUFACTURERS LUGS BOLTED TO

SWITCHBOARD SUSSES.

~ OUTGOING TO ATS.

~ INCOMING FROM ATS.

~ REFER TO EP601 FOR PANEL SCHEDULE.

~ PROVIDE SOLID NEUTRAL BUS WITH COMPRESSION

LUGS AND TWO-BOLT BUS CONNECTION.

[§j EXISTING CONNECTION TO REMAIN.

[zl PROVIDE MANUFACTURERS INFILL PLATES.

~ PROVIDE GROUNDING BUS AND COMPRESSION

LUGS WITH TWO-BOLT BUS CONNECTION.

~ REMOTE NFPA 101 GENERATOR ANNUNCIATOR.

~ REMOTE FUEL TANK LEVEL READOUT.

~ 18 INCH X 18 INCH X 6 INCH SCREW COVER

JUNCTION BOX.

~ PROVIDE ENGINE START CIRCUIT MONITORING

SYSTEM. PROVIDE COMPLIANCE WITH NEC

700.10(3)(D). PROVIDE DEDICATED CONDUIT FOR

START CIRCUIT WIRING. SYSTEM SHALL PROVIDE

AUDIBLE AND VISUAL INDICATION AT GENERATOR

AND REMOTE ANNUNCIATOR AND AUTO-START

GENERATOR ..

~ LABEL AS "SPARE". PROVIDE INFORMATIONAL

SIGN.

~ REINSTALL EQUIPMENT.

~ PROVIDE FOUR 10FT X 3/4 INCH GROUND RODS

AND 4/0 GROUND RING.

r.;\ SYSTEM" ~ t-1-1-1

1600 AMP

277/480V

3fll, 4W

ATS

65,000 AIC

g§ ADJUST EXISTING BREAKERS TO MATCH

ELECTRICAL STUDIES. CONFIRM SETTINGS.

PROVIDE PHOTOGRAPHS.

GFPE

RELAY

[I]

N--- G---

SIEMENS SB3 SWITCHBOARD

MSBD1-BLDG # 162

277 /480V, 3¢, 4 WIRE

ONE-LINE DIAGRAM

NOT TO SCALE

[I]

[I]

3" EMT

4" EMT

12"x12"x4"

SCREW COVER

JUNCTION BOX

3-WIRE

SOLID NEUTRAL

L------,- 4" SET SCREW COUPLING

BUILDING SLAB

4"C BELOW SLAB

TETRA TECH

Mead &1 lunt

Joint Venture with .,, , ) Mason&Hanger

Archlt.ect/En91neer

■ ■ II

■ ■ ii OA K PO IN T n ■ ■ ASSOCIATES arch it ecture engineering pl ani, ing

231 Main Street, Biddeford, Maine □4005 (T) 207.263.0193 (F) 207.283.4283 www.oakpoint.com

REVISION

Mark. Date Deec:rlption

I 12/19/19 30% SUBMISSION

2 03/06/20 60% SUBMISSION

3 06/04/20 90% SUBMISSION

4 07/31/20 100% FINAL DOCUMENTS

Drawn b!:j: BPD

App'd b~, WRW

Sc•le, A5 NOTED

Fils •oa 21~12.03-1:P:'>OI ED North

STATE OF CONNECTICUT

MILITARY DEPARTMENT

Project

Facilitieo Management Office 36/D 6raad etreist. Hartfard, CT 12),&lre ehiZl.4'9::..2725 Fax 86".S24A'9::.7

Ci=ENERA iOR INE,i Al-I-Ai I ON

IIJ INOeOR I..OCKe, CT

Draw1n9 Title

ONE-1..INE DIAQ;RAM

I Drawing No. IDate

: IZ>1 /31/21Z>

ProJect No. EP501

SIEMENS TYPE S1

CKT AMPS PER PHASE

X X X X X X X

6 z

NO

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