- COVER SHEET CIVIL DRAWINGS C100 EXISTING …...c100 existing conditions site plan c101 proposed...

25
Auburn, ME 207.784.5100 Portland, ME 207.775.0053 Manchester, NH 603.626.1242 Seal for Civil Drawings Seal for Architectural Drawings Seal for Electrical Drawings Seal for Mechanical Drawings Seal for Plumbing Drawings Seal for Structural Drawings LIST OF DRAWINGS 65% SUBMISSION APRIL 17, 2015 DOWNTOWN AUBURN TRANSPORTATION CENTER AUBURN, MAINE - COVER SHEET CIVIL DRAWINGS C100 EXISTING CONDITIONS SITE PLAN C101 PROPOSED SITE PLAN C102 PROPOSED PARTIAL SITE PLAN C200 SITE DETAILS - SHEET 1 C201 SITE DETAILS - SHEET 2 C300 EROSION CONTROL DETAILS ARCHITECTURAL DRAWINGS A00.1 ABBREVIATIONS AND LEGENDS A10.1 FIRST FLOOR PLAN A15.1 ROOF PLAN A20.1 EXTERIOR ELEVATIONS A25.1 BUILDING AND WALL SECTIONS A40.1 CONSTRUCTION SYSTEMS A60.1 SCHEDULES AND DOOR DETAILS A70.1 REFLECTED CEILING PLAN STRUCTURAL DRAWINGS S1.1 FOUNDATION PLAN S1.2 ROOF FRAMING PLAN S2.1 FOUNDATION DETAILS S3.1 FRAMING ELEVATIONS & DETAILS PLUMBING DRAWINGS P00.1 LEGEND SCHEDULES AND GENERAL NOTES P10.1 FIRST FLOOR SUPPLY & DRAINAGE MECHANICAL DRAWINGS M10.1 FIRST FLOOR DUCTWORK ELECTRICAL DRAWINGS E00.1 ELECTRICAL LEGENDS, NOTES AND SCHEDULES E10.1 ELECTRICAL PART PLANS & DETAILS ES10.1 ELECTRICAL SITE PLAN

Transcript of - COVER SHEET CIVIL DRAWINGS C100 EXISTING …...c100 existing conditions site plan c101 proposed...

Page 1: - COVER SHEET CIVIL DRAWINGS C100 EXISTING …...c100 existing conditions site plan c101 proposed site plan c102 proposed partial site plan c200 site details - sheet 1 c201 site details

Auburn, ME207.784.5100

Portland, ME207.775.0053

Manchester, NH603.626.1242

Seal for Civil Drawings

Seal for Architectural Drawings

Seal for Electrical Drawings

Seal for Mechanical Drawings

Seal for Plumbing Drawings

Seal for Structural Drawings

LIST OF DRAWINGS

65% SUBMISSIONAPRIL 17, 2015

DOWNTOWN AUBURNTRANSPORTATION CENTERAUBURN, MAINE

- COVER SHEET

CIVIL DRAWINGSC100 EXISTING CONDITIONS SITE PLANC101 PROPOSED SITE PLANC102 PROPOSED PARTIAL SITE PLANC200 SITE DETAILS - SHEET 1C201 SITE DETAILS - SHEET 2C300 EROSION CONTROL DETAILS

ARCHITECTURAL DRAWINGSA00.1 ABBREVIATIONS AND LEGENDSA10.1 FIRST FLOOR PLANA15.1 ROOF PLANA20.1 EXTERIOR ELEVATIONSA25.1 BUILDING AND WALL SECTIONSA40.1 CONSTRUCTION SYSTEMSA60.1 SCHEDULES AND DOOR DETAILSA70.1 REFLECTED CEILING PLAN

STRUCTURAL DRAWINGSS1.1 FOUNDATION PLANS1.2 ROOF FRAMING PLANS2.1 FOUNDATION DETAILSS3.1 FRAMING ELEVATIONS & DETAILS

PLUMBING DRAWINGSP00.1 LEGEND SCHEDULES AND GENERAL NOTESP10.1 FIRST FLOOR SUPPLY & DRAINAGE

MECHANICAL DRAWINGSM10.1 FIRST FLOOR DUCTWORK

ELECTRICAL DRAWINGSE00.1 ELECTRICAL LEGENDS, NOTES AND SCHEDULESE10.1 ELECTRICAL PART PLANS & DETAILSES10.1 ELECTRICAL SITE PLAN

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SIGN

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C201

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DESIGNED:

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A

PLAN - SECTION

A1 VIEW TITLEVIEW SCALE

VIEW TITLE

BUILDING SECTION

WALL SECTION

EXTERIOR ELEVATION

INTERIOR ELEVATION

DETAIL

THE FOLLOWING APPLIES TO THEMARKERS ABOVE:

A1A25.1

A1A30.1

A1A20.1

A3A1

A2

A4

A81.1

A1A50.1

A1A25.1

A1A50.1

INDICATES ELEVATION, SECTIONOR DETAIL NUMBER

SEE TITLE BLOCK FOR GRAPHIC SCALE

INDICATES ELEVATION, SECTIONOR DETAIL NUMBER

INDICATES DRAWING SHEET ONWHICH ELEVATION, SECTION ORDETAIL IS SHOWN

COLUMN REFERENCE GRID

LEVEL LINE

WALL OR PARTITION TYPE

ROOM NAME AND NUMBER

EQUIPMENT OR FURNITURE NUMBER

DOOR OR BORROW LIGHT NUMBER

WINDOW TYPE

REVISION

CEILING TYPE AND HEIGHT AFF

#

216

ROOM NAME101

72

201

1

FLOOR FINISH

PROJECT NORTH

10'-0"ACT1

VCT3

# KEYNOTE OR MATERIAL TAG

PLAN - SECTION

ELEVATIONS

SPECIAL INDICATIONSPARTITION CONSTRUCTION - PLAN

EARTH

POROUS FILL(STONE OR GRAVEL, ETC)

ROCK

LIGHTWEIGHT CONCRETE(OR CONCRETE FILL)

BRICK (COMMON OR FACE)

CONCRETE MASONRY UNITS

METAL (LARGE SCALE)

PLYWOOD (LARGE SCALE)

WOOD, FINISHED

WOOD, ROUGH

INSULATION (LOOSE OR BATT)

INSULATION (RIGID)

GLASS (LARGE SCALE)

CERAMIC TILE

GYPSUM WALL BOARD(FIBERBOARD, ETC)

PLASTER, SAND, CEMENT, GROUT

STRUCTURAL CONCRETE(CAST-IN-PLACE, PRECAST, ETC)

ACOUSTICAL TILE

RESILIENT FLOORING

METAL (SMALL SCALE)

CONCRETE, PLASTER

SHEET METAL

GLAZING

BRICK

STEEL STUD

EXISTING TO REMAIN

WOOD STUD

EXISTING TO BE REMOVED

Auburn, ME207.784.5100

Portland, ME207.775.0053

Manchester, NH603.626.1242

PRELIMINARYNOT FOR

CONSTRUCTION

Graphic ScaleGraphic Scale

Graphic ScaleGraphic Scale

Graphic Scale

Harriman Project No.

Drawing Scales

PA / PE:

Drawn By: Harriman Associatesc 2015

Proj North

Issues and Revisions

DescriptionDateMark

Plo

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e:

12" = 1'-0"

4/17

/201

5 9:

47:1

2 AM

AUBURN, MAINE

14135

A00.1

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TRJ

ABBREVIATIONS ANDLEGENDS

DOWNTOWN AUBURNTRANSPORTATION

CENTER

A1 CONTRACT DRAWING ABBREVIATIONSNO SCALE A4 GRAPHIC SYMBOLS LEGEND

NO SCALE A5 MATERIALS LEGENDNO SCALE

S SANITARYS SOILS SOUTHS STEAMSA SUPPLY AIRSD SMOKE DAMPERSD STORM DRAINSDMH STORM DRAIN MANHOLESEC SECTIONSF SUPPLY FANSG SUPPLY GRILLESHT SHEETSIM SIMILARSK SINKSMU SOLID MASONRY UNITSPEC SPECIFICATION (S)SPF SPRUCE PINE FIRSQ SQUARESR SUPPLY REGISTERSS STAINLESS STEELSSK SERVICE SINKSTD STANDARDSTL STEELSTOR STORAGESYM SYMMETRY (ICAL)SYS SYSTEM

T TREADT&G TONGUE & GROOVET'STAT THERMOSTATTB TEST BORINGTD TRANSFER DUCTTD TRENCH DRAINTEL TELEPHONETG TRANSFER GRILLETHK THICK (NESS)TKBD TACKBOARDTL TOTAL LOADTOC TOP OF CONCRETETOF TOP OF FOOTINGTOS TOP OF STEELTP TEST PITTPTN TOILET PARTITIONTV TELEVISIONTYP TYPICAL

UD UNDERDRAINUGD UNDERGROUND DUCTWORKUH UNIT HEATERUNO UNLESS NOTED OTHERWISEUR URINALUV UNIT VENTILATOR

V VENTVAV VARIABLE AIR VOLUMEVB VINYL BASEVCT VINYL COMPOSITION TILEVD VOLUME DAMPERVERT VERTICALVF VINYL FABRICVTR VENT THRU ROOF

W WEST, WIDTH, WIDEW/ WITHW/O WITHOUTWC WATER CLOSETWCH WATER CLOSET HANDICAPWCO WALL CLEANOUTWD WOODWG WALL GRILLEWH WALL HUNGWIN WINDOWWP WORKING POINTWR WALL REGISTERWWF WELDED WIRE FABRIC

LF LAWN FAUCETLF LINEAL FEETLG LONGLL LIVE LOADLPS LOW PRESSURE STEAMLTG LIGHTINGLTL LINTELLTW LOW TEMPERATURE STEAMLW LIMIT OF WORK

M METER (S)MAS MASONRYMAX MAXIMUMMBH 1000 BRITISH THERMAL UNITMD MANUAL DAMPERMD MOTORIZED DAMPERMECH MECHANICALMED MEDIUMMET METALMFR MANUFACTURE (R)MH MANHOLEMIN MINIMUMMISC MISCELLANEOUSMM MILLIMETER (S)MO MASONRY OPENINGMR MOP RECEPTORMT METAL THRESHOLDMTD MOUNTED

N NORTHNA NOT APPLICABLENC NORMALLY CLOSEDNIC NOT IN CONTRACTNO NORMALLY OPENNo NUMBERNS NEAR SIDENTS NOT TO SCALE

OC ON CENTER (S)OD OUTSIDE DIAMETEROED OPEN END DUCTOFF OFFICEOH OVERHEADOPG OPENINGOPH OPPOSITE HANDOPP OPPOSITE

P PLATEP PLUMBINGP PUMPPAR PARALLELPFN PREFINISHEDPL PROPERTY LINEPLAM PLASTIC LAMINATEPNL PANELPNT PAINT (ED)PP POINT TO POINTPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT POINTPTN PARTITIONPVC POLYVINYL CHLORIDEPWD PLYWOODPWG POLISHED WIRE GLASS

QT QUARRY TILE

R RISERRA RETURN AIRRAD RADIATIONRAD RADIUSRB RUBBER BASERD ROOF DRAINREF REFERENCEREFR REFRIGERATORREV REVISION (S)RG RETURN GRILLERL ROOF LEADERRM ROOMRO ROUGH OPENINGROW RIGHT OF WAYRR RETURN REGISTER

E EASTEB EXPANSION BOLTEF EXHAUST FANEIFS EXTERIOR INSULATED

FINISH SYSTEMEJ EXPANSION JOINTEL ELEVATION (S)ELEC ELECTRIC (AL)EM ELECTRIC MANHOLEEP ELECTRIC PANELEQ EQUALER EXHAUST REGISTERES EACH SIDEEST ESTIMATEEWC ELECTRIC WATER COOLEREXG EXISTINGEXP EXPANSIONEXT EXTERIOR

FA FIRE ALARMFAI FRESH AIR INTAKEFC FLEXIBLE CONNECTIONFCO FLOOR CLEANOUTFD FIRE DAMPERFD FLOOR DRAINFD FOUNDATION DRAINFE FIRE EXTINGUISHERFHS FIRE HOSE STATIONFIN FINISH (ED)FL FINISH LENGTHFLG FLASHINGFLR FLOOR (ING)FOC FACE OF CONCRETEFOS FACE OF STUDFRR FLOOR RETURN REGISTERFS FAR SIDEFTG FOOTINGFY MINIMUM YIELD STRESS

(KSI)

GA GAGE, GAUGEGALV GALVANIZEDGB GRAB BARGC GENERAL CONTRACT (OR)GL GLASSGPDW GYPSUM DRY WALLGPM GALLONS PER MINUTEGV GATE VALVE

H HARDENERHB HOSE BIBHD HUB DRAINHM HOLLOW METALHORIZ HORIZONTALHPS HIGH PRESSURE STEAMHT HEIGHTHTG HEATINGHTW HOT TEMPERATURE WATERHVAC HEATING - VENTILATING -

AIR CONDITIONINGHW HOT WATERHYD HYDRANT

ID INSIDE DIAMETERINS INSULATE (D) (ION)INT INTERIORINV INVERTIPS IRON PIPE SIZE

JC JANITOR'S CLOSETJT JOINT

K KIPSKIT KITCHENKSI KIPS PER SQUARE INCH

LAB LABORATORYLAM LAMINATE (D)LAV (L) LAVATORYLB (S) POUNDSLD LINEAR DIFFUSERLD LINED DUCT

A/C AIR CONDITIONINGAB ANCHOR BOLTABT ABOUTAC ACOUSTICALACB ABOVE CEILING BELOWACT ACOUSTICAL TILEAD ACCESS DOORADJ ADJUSTABLEAFF ABOVE FINISH FLOORAFG ABOVE FINISH GRADEAL ACOUSTICAL LININGAL ALUMINUMALT ALTERNATEAP ACCESS PANELAPX APPROXIMATEARCH ARCHITECT (URAL)

B/W BOTTOM OF WALLBD BOARDBDD BACKDRAFT DAMPERBIT BITUMINOUSBJ BAR JOISTBLDG BUILDINGBLKG BLOCKINGBM BENCH MARKBOF BOTTOM OF FOOTINGBOT BOTTOMBP BEARING PLATEBSMT BASEMENTBSP BASE PLATEBTU BRITISH THERMAL UNIT

CAB CABINETCB CATCHBASINCD CEILING DIFFUSERCEM CEMENT (ITIOUS)CER CERAMICCF CUBIC FEETCFM CUBIC FEET PER MINUTECG CEILING GRILLECHBD CHALKBOARDCHT CEILING HEIGHTCHWS CHILLED WATER SUPPLYCI CAST IRONCJT CONTROL JOINTCL CLOSETCLG CEILINGCM CENTIMETER (S)CMP CORRUGATED METAL PIPECMU CONCRETE MASONRY UNITCO CLEANOUTCOL COLUMNCONC CONCRETECONN CONNECTCONST CONSTRUCTIONCONT CONTINUE (OUS)CONTR CONTRACT (OR)CORR CORRUGATEDCPT CARPET (ED)CR CONDENSATE RETURNCT CERAMIC TILECUH CABINET UNIT HEATERCULV CULVERTCV CONVECTORCW COLD WATERCY CUBIC YARD

DF DOUGLAS FIRDF DRINKING FOUNTAINDG DOOR GRILLEDH DOUBLE HUNGDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDIV DIVISIONDL DEAD LOADDMT DEMOUNTABLEDN DOWNDTL DETAILDW DUCT WRAPDWG DRAWING

ANGLECENTERLINECHANNELDIAMETERPLATESQUARE

SYMBOLS USED AS ABBREVIATIONS

L

OPL

3/6/15 50% SUBMISSION4/17/15 65% SUBMISSION

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A20.1B3

A20.1A1

A20.1B1

A20.1D1

28' -

0"

50' - 8"

1' - 0" 1' - 0" 6' - 8" 8' - 4" 16' - 8" 8' - 4" 6' - 8" 1' - 0" 1' - 0"

1' -

6"7'

- 6"

2' -

8"15

' - 4

"1'

- 0"

UTILITY6

7

BREAKROOM

8

STAFFRESTROOM

5

WOMEN'SRESTROOM

4

MEN'SRESTROOM

WAITING AREA3 VEST.

1

VEST.2

1 2 3 4

A

B

C

ROOF OVERHANG, SHOWNDASHED

ADA CLEARANCES,SHOWN DASHED ANDGRAYED FOR REFERENCE

WATER FOUNTAIN, SEEPLUMBING DRAWINGS

BREAK ROOMFURNITUREN.I.C.

(3) DOUBLELOCKERS

FIXED WOODBENCHES, TYP.

JANITOR MOP SINK

POLISHED CONCRETE ATALL FLOOR FINISHES

ELECTRICALEQUIPMENT, SEEELECTRICALPLANS

MECHANICALUNITS, SEEMECHANICALDRAWINGS

A3A25.1

A3A25.1

C3A25.1

C3A25.1

A2A25.1

A1A25.1

2N3

2N3

2N3

2N3

2P32P3

2P3

2N3

2N3 2N3

2N3

1N3

1N3

1N3

2N3 2N3

2N3

2N3

1N3 1N3

1N3

2N3

1' -

4 1/

2"3'

- 7"

1' -

9"

1' -

4 1/

2"3'

- 7"

1' -

9"

2N3

2N3

45

1B

1A2A

2B

6 7

8

1' - 1 5/8"

3' - 0" 2' - 6 3/8" 5' - 1 1/8"5 1/2" 3' - 6 1/2" 5' - 6 3/8" 5 1/2" 7' - 6" 3' - 2 1/8" 3' - 7 3/4" 4' - 8 1/4" 9 1/8" 2' - 6 3/8" 3' - 0"

1' - 1 5/8"ALIGNALIGN

7' -

3 1/

4"5'

- 4"

5' - 3 1/8"1' - 4" 2' - 9 1/4" 5' - 8 1/8" 1' - 4" 8' - 9"

2' -

0"4'

- 4

5/8"

1' -

9"

5' - 8 1/8"

4' -

5 5/

8"

FIRE EXTINGUISHERCABINET

FIXED STANDUPCOUNTER ANDBENCHES, TYP.

Auburn, ME207.784.5100

Portland, ME207.775.0053

Manchester, NH603.626.1242

PRELIMINARYNOT FOR

CONSTRUCTION

Graphic ScaleGraphic Scale

Graphic ScaleGraphic Scale

0 2' 4' 6'

1/4" = 1'-0"

Harriman Project No.

Drawing Scales

PA / PE:

Drawn By: Harriman Associatesc 2015

Proj North

Issues and Revisions

DescriptionDateMark

Plo

t Dat

e:

1/4" = 1'-0"

4/17

/201

5 9:

47:2

7 AM

AUBURN, MAINE

14135

A10.1

JLJ

TRJ

FIRST FLOOR PLAN

DOWNTOWN AUBURNTRANSPORTATION

CENTER

SCALE: 1/4" = 1'-0"A2 FIRST FLOOR PLAN

3/6/15 50% SUBMISSION4/17/15 65% SUBMISSION

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A20.1B3

A20.1A1

A20.1B1

A20.1D1

.

1" PER 1'-0"

ROOF SYSTEM R1,SEE

OUTLINE OF BUILDINGBELOW SHOWN DASHED

1 2 3 4

A

B

C

3' - 0"

5' -

6"1'

- 0"

2' - 0"2' - 0"

1' -

0"2'

- 6"

VTR, SEE , TYP./D5 A15.1

/D3 A40.1 A3A25.1

A3A25.1

C3A25.1

C3A25.1

A2A25.1

VENT STACK

CLAMPING RING W/SEALANT

PREMOLDED FLASHINGBOOT

ROOFING MEMBRANE

ROOF FLASHING

ROOFING INSULATION

METAL DECK

MIN

1' -

0"

NOTE: FOLLOW STANDARDMANUFACTURERSINSTALLATION DETAILS

Auburn, ME207.784.5100

Portland, ME207.775.0053

Manchester, NH603.626.1242

PRELIMINARYNOT FOR

CONSTRUCTION

Graphic ScaleGraphic Scale

Graphic ScaleGraphic Scale

0 2' 4' 6'

1/4" = 1'-0"

Harriman Project No.

Drawing Scales

PA / PE:

Drawn By: Harriman Associatesc 2015

Proj North

Issues and Revisions

DescriptionDateMark

Plo

t Dat

e:

As indicated

4/17

/201

5 9:

47:3

5 AM

AUBURN, MAINE

14135

A15.1

JLJ

TRJ

ROOF PLAN

DOWNTOWN AUBURNTRANSPORTATION

CENTER

SCALE: 1/4" = 1'-0"A2 ROOF PLAN

SCALE: 1 1/2" = 1'-0"D5 TYPICAL VENT STACK DETAIL

3/6/15 50% SUBMISSION4/17/15 65% SUBMISSION

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1ST FLOOR0' - 0"

T.O. HIGH ROOF17' - 10"

T.O. LOW ROOF13' - 2 1/4"

1234

SPLIT FACE CMU VANEER

PRE-CAST CONCRETE, TYP.

CORRUGATED METAL PANEL

MECHANICAL UNIT, SEEMECHANICAL DRAWINGS

C3A25.1

C3A25.1

BIKE RACK, SEE CIVIL DRAWINGS

EXTERIORLIGHTING, SEEELECTRICALDRAWINGS

METAL FACIA

1ST FLOOR0' - 0"

T.O. HIGH ROOF17' - 10"

T.O. LOW ROOF13' - 2 1/4"

1 2 3 4

FLAT METAL PANEL

STOREFRONT

PRE-CAST CONCRETE

CMU VENEER

BIKE RACK, SEE CIVILDRAWINGS

C3A25.1

C3A25.1

1ST FLOOR0' - 0"

T.O. HIGH ROOF17' - 10"

T.O. LOW ROOF13' - 2 1/4"

A B C

CLE

ARAN

CE

11' -

4 7

/8"

FLAT METAL PANEL

STOREFRONT

PRE-CAST CONCRETE

CMU VENEER

CORRUGATED METAL PANEL

3' -

9"2'

- 4"

LOUVER, SEEMECHANICAL DRAWINGS

MECHANICAL UNITS, SEEMECHANICAL DRAWINGS

A3A25.1

A3A25.1

A1A25.1

BIKE RACK, SEE CIVILDRAWINGS

EXTERIOR LIGHTING, SEEELECTRICAL DRAWINGS

1ST FLOOR0' - 0"

T.O. HIGH ROOF17' - 10"

T.O. LOW ROOF13' - 2 1/4"

ABC

CORRUGATED METAL PANEL

PRE-CAST CONRETE

CMU VENEER

FLAT METAL PANEL

STOREFRONT

FLAT METAL PANELSOFFIT, TYP.

LOUVER, SEE MECHANICAL DRAWINGS

A3A25.1

A3A25.1

A2A25.1

LIGHTING, SEEELECTRICAL DRAWINGS

Auburn, ME207.784.5100

Portland, ME207.775.0053

Manchester, NH603.626.1242

PRELIMINARYNOT FOR

CONSTRUCTION

Graphic ScaleGraphic Scale

Graphic ScaleGraphic Scale

0 2' 4' 6'

1/4" = 1'-0"

Harriman Project No.

Drawing Scales

PA / PE:

Drawn By: Harriman Associatesc 2015

Proj North

Issues and Revisions

DescriptionDateMark

Plo

t Dat

e:

1/4" = 1'-0"

4/17

/201

5 9:

47:4

4 AM

AUBURN, MAINE

14135

A20.1

JLJ

TRJ

EXTERIOR ELEVATIONS

DOWNTOWN AUBURNTRANSPORTATION

CENTER

SCALE: 1/4" = 1'-0"D1 WEST EXTERIOR ELEVATION

SCALE: 1/4" = 1'-0"A1 EAST EXTERIOR ELEVATION

SCALE: 1/4" = 1'-0"B1 SOUTH EXTERIOR ELEVATION

SCALE: 1/4" = 1'-0"B3 NORTH EXTERIOR ELEVATION

3/6/15 50% SUBMISSION4/17/15 65% SUBMISSION

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1ST FLOOR0' - 0"

T.O. HIGH ROOF17' - 10"

T.O. LOW ROOF13' - 2 1/4"

1 2 3 4

C3A25.1

C3A25.1

WAITING AREA3

1ST FLOOR0' - 0"

T.O. HIGH ROOF17' - 10"

T.O. LOW ROOF13' - 2 1/4"

A B C

A3A25.1

A3A25.1

A2A25.1

5

WOMEN'SRESTROOM

3

WAITINGAREA

1ST FLOOR0' - 0"

T.O. HIGH ROOF17' - 10"

T.O. LOW ROOF13' - 2 1/4"

4

W1

W3

PRECASTCONCRETESILL

1' -

9 3/

8"3

3/4"

6' -

8"6'

- 8"

2' -

4"

SCHEDULEDCEILING

STORE-FRONT

FOUNDATION WALL ANDFOOTING, SEESTRUCTURALDRAWINGS

VEST.1

1ST FLOOR0' - 0"

T.O. LOW ROOF13' - 2 1/4"

1

1' -

9 3/

8"9'

- 0

7/8"

2' -

4"

PRECASTCONCRETE

W1

W2

FOUNDATIONWALL ANDFOOTING, SEESTRUCTURALDRAWINGS

UTILITY6

Auburn, ME207.784.5100

Portland, ME207.775.0053

Manchester, NH603.626.1242

PRELIMINARYNOT FOR

CONSTRUCTION

Graphic ScaleGraphic Scale

Graphic Scale

0 1' 2' 4'

3/8" = 1'-0"

0 2' 4' 6'

1/4" = 1'-0"

Harriman Project No.

Drawing Scales

PA / PE:

Drawn By: Harriman Associatesc 2015

Proj North

Issues and Revisions

DescriptionDateMark

Plo

t Dat

e:

As indicated

4/17

/201

5 9:

47:5

3 AM

AUBURN, MAINE

14135

A25.1

JLJ

TRJ

BUILDING AND WALLSECTIONS

DOWNTOWN AUBURNTRANSPORTATION

CENTER

SCALE: 1/4" = 1'-0"A3 BUILDING SECTION

SCALE: 1/4" = 1'-0"C3 BUILDING SECTION

SCALE: 3/8" = 1'-0"A2 WALL SECTION

SCALE: 3/8" = 1'-0"A1 WALL SECTION

4/17/15 65% SUBMISSION

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6" STEEL STUDSNON RATED -

1N6

PLAN

SECTION

5/8" TYPE X GPDW,FINISH AS SCHEDULED,

CEILING

FLOOR LINE

METAL STUDS @ 16"O.C. CONNECT TO

STRUCTUREU.N.O.

6"

5/8" GPDW,FINISH ASSCHEDULED

3 5/8" STEEL STUDSNON RATED -

1N3

2 1/2" STEEL STUDSNON RATED -

1N2

1 5/8" STEEL STUDSNON RATED -

1N1

7/8" HAT CHANNELS1N0

NON RATED -

3 5/8" STEEL STUDSNON RATED -

2N3

PLAN

SECTION

5/8" GPDW, FINISH ASSCHEDULED

CEILING

FLOOR LINE

3 5/8" METAL STUDS @16" O.C.

CONNECT TOSTRUCUREU.N.O.

6"

5/8" GPDW, FINISH ASSCHEDULED

5/8" GPDW, FINISHAS SCHEDULED

GENERAL NOTES:

1. SEE WALL SECTION AND DETAIL SHEETS FOR CONNECTIONS/DETAILS OTHERTHAN SHOWN.

2. PROVIDE 5/8" MOISTURE/MILDEW RESISTANT GWB IN TOILET ROOMS, TYP.3. ALL FIRE RATED PARTITIONS SHALL BE STENCILED ON WALL SURFACE ABOVE

THE CEILING LINE OF EACH ROOM INDICATING RATING IN RED OR ORANGE PAINTON EACH SIDE OF PARTITION, SMOKE PARTITIONS TO BE LABELED IN GREENPAINT.

4. EXTEND ALL PARTITIONS TO UNDERSIDE OF FLOOR/FLOOR DECK U.N.O., SEAL TODECK FOR SMOKE AND SOUND CONTROL, FILL VOIDS BETWEEN FLUTES w/INSULATION AT PARTITIONS WHICH TERMINATE TO UNDERSIDE OF METAL DECK.

5. WHERE OCCURS, FRAME GWB AROUND BOTH SIDES OF BEAMS/JOISTS WHEREPARTITION INTERSECTS STRUCTURAL MEMBERS TO MAINTAIN CONTINUITY OFPARTITION TO UNDERSIDE OF DECK.

6. CONTRACTOR IS RESPONSIBLE TO VERIFY FIELD CONDITIONS WHICH MAY VARYFROM TYPICAL DETAIL SHOWN ON DRAWINGS. CONTRACTOR TO MODIFYCLOSURE DETAILS TO MEET ACTUAL CONDITIONS AND TO MAINTAIN CONTINUITYOF PARTITION FROM FLOOR TO DECK ABOVE. REVIEW SAID CONDITIONS WITHARCHITECT PRIOR TO CONSTRUCTION.

STUD OR CMU SIZE3 -5/8" STEEL STUDS W/ S.A.B.1 HR FIRE RATED UL NO. U419

W10

FIRE RATING UL DESIGN NO. WHERE APPLICABLE

INDICATES FIRE RATING WHEREAPPLICABLE

SOUND ATTENUATION BATT. INS.

PARTITION OF WALL TAG NO.

COL

3" RIGID INSULATIONAIR VAPOR BARRIER ON 5/8"EXTERIOR GYPSUM SHEATHING6" METAL STUD AT 16" O.C.5/8" GWB

2 5/8"

2" 4"

CUSTOM MASONRY ANCHOR1 1/2" AIR GAP4" CMU VENEER

COL

3" RIGID INSULATION WITHZ-FURRING CHANNELSAIR VAPOR BARRIER ON 5/8"EXTERIOR GYPSUM SHEATHING6" METAL STUD AT 16" O.C.5/8" GWB

2 5/8"

2" 4"

CORRUGATED METAL PANEL SYSTEM5/8" EXTERIOR GYPSUM SHEATHING

COL

3" RIGID INSULATION WITHZ-FURRING CHANNELSAIR VAPOR BARRIER ON 5/8"EXTERIOR GYPSUM SHEATHING6" METAL STUD AT 16" O.C.5/8" GWB

2 5/8" 9 1/4"

2" 4"

FLAT METAL PANEL SYSTEM5/8" EXTERIOR GYPSUM SHEATHING

METAL ROOF DECKING REFER TOSTRUCTURAL DRAWINGS

(2) LAYERS OF 3" ROOF INSULATION

FULLY ADHERED ROOF MEMBRANEROOF PROTECTION BOARD

3 5/8" STEEL STUDS WITH PLYWOODNON RATED -

2P3

PLAN

SECTION

5/8" GPDW, FINISH ASSCHEDULED

CEILING

FLOOR LINE

3 5/8" METAL STUDS @16" O.C.

CONNECT TOSTRUCUREU.N.O.

6"

5/8" GPDW, FINISH ASSCHEDULED

5/8" GPDW, FINISHAS SCHEDULED5/8" PLYWOOD

NOTE: PLYWOOD TO BE ONSAME SIDE AS THE WALL TAG

XXX

Auburn, ME207.784.5100

Portland, ME207.775.0053

Manchester, NH603.626.1242

PRELIMINARYNOT FOR

CONSTRUCTION

Graphic ScaleGraphic Scale

Graphic ScaleGraphic Scale

0 4" 8" 1'

1 1/2" = 1'-0"

Harriman Project No.

Drawing Scales

PA / PE:

Drawn By: Harriman Associatesc 2015

Proj North

Issues and Revisions

DescriptionDateMark

Plo

t Dat

e:

1 1/2" = 1'-0"

4/17

/201

5 9:

48:0

3 AM

AUBURN, MAINE

14135

A40.1

JLJ

TRJ

CONSTRUCTIONSYSTEMS

DOWNTOWN AUBURNTRANSPORTATION

CENTER

SCALE: 1 1/2" = 1'-0"A3 W1 - CONCRETE MASONRY UNIT WALL SYSTEM

SCALE: 1 1/2" = 1'-0"B3 W2 - CORRUGATED METAL PANEL WALL SYSTEM

SCALE: 1 1/2" = 1'-0"C3 W3 - COMPOSITE METAL PANEL WALL SYSTEM

SCALE: 1 1/2" = 1'-0"D3 R1 - EPDM ROOF SYSTEM

4/17/15 65% SUBMISSION

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2" SCHEDULED 2"

AS S

CH

EDU

LED

2"

FIN.

FLR.

1

FIN.

FLR.

F

AS S

CH

EDU

LED

SCHEDULED

SF1

AS S

CH

EDU

LED

SCHEDULED

5" 5"

5"6

1/2" 3' -

4"

CENTERLINE OFEXIT DEVICE,WHEREAPPLICABLE

DEP

TH

FRAM

E

CLR

3"

4"

CLR

3"

4"

DEP

TH

FRAM

E

CLR

3"

4"

CONNECTINGPARITION

HM FRAME

PARTITION CONNECTIONWHERE OCCURS

NOTE:DETAILS SHOWN HEREARE TYPICAL DOORFRAME LOCATIONSUNLESS NOTEDOTHERWISE.VOID

PERIMETERINSULATION

1" ISOLATIONJOINT

STRUCTCONC SLAB

HM DOORFRAME

METALTHRESHOLD

SCHEDULEDFLOORING

HEAD DETAIL

SCHEDULEDDOOR

COL9 1/2"

SILL DETAIL

JAMB DETAIL

9 1/

2"

COL

Auburn, ME207.784.5100

Portland, ME207.775.0053

Manchester, NH603.626.1242

PRELIMINARYNOT FOR

CONSTRUCTION

Graphic ScaleGraphic Scale

Graphic Scale

0 4" 8" 1'

1 1/2" = 1'-0"

0 1' 2' 4'

3/8" = 1'-0"

Harriman Project No.

Drawing Scales

PA / PE:

Drawn By: Harriman Associatesc 2015

Proj North

Issues and Revisions

DescriptionDateMark

Plo

t Dat

e:

As indicated

4/17

/201

5 9:

48:1

0 AM

AUBURN, MAINE

14135

A60.1

JLJ

TRJ

SCHEDULES AND DOORDETAILS

DOWNTOWN AUBURNTRANSPORTATION

CENTER

DOOR AND FRAME SCHEDULE

No.DOOR PANELS FRAME

FIRERATING REMARKSPANEL SIZE

TYPE MAT TYPE MAT /FIN

DETAILSWIDTH HEIGHT THICK HEAD JAMB SILL

1ST FLOOR1A 3' - 0" 7' - 0" 1 3/4" SF1 AL -- AL -- STOREFRONT1B 3' - 0" 7' - 0" 1 3/4" SF1 AL -- AL -- -- STOREFRONT2A 3' - 0" 7' - 0" 1 3/4" SF1 AL -- AL -- STOREFRONT2B 3' - 0" 7' - 0" 1 3/4" SF1 AL -- AL -- -- STOREFRONT4 3' - 0" 7' - 0" 1 3/4" F WD 2 HM -- --5 3' - 0" 7' - 0" 1 3/4" F WD 2 HM -- --6 3' - 0" 7' - 0" 1 3/4" F WD 2 HM -- --7 3' - 0" 7' - 0" 1 3/4" F WD 2 HM -- --8 3' - 0" 7' - 0" 1 3/4" F WD 2 HM -- --

DOOR NOTES:

1. SEE SPECIFICATIONS FOR HARDWARE SET DESCRIPTIONS.2. SEE TITLE SHEET A00.1 FOR STANDARD ABBREVIATIONS.3. ALL SWINGING DOORS TO BE 1-3/4" THICK (U.N.O.)4. ALL DOORS SHALL BE 3/4" UNDERCUT (TYPICAL) EXCEPT WHEN THERE IS A BOTTOM FRAME OR

SILL THRESHOLD OR SPECIFICALLY NOTED OTHERWISE.5. ALL DOORS WITH BOTTOM FRAMES OR SILL THRESHOLDS SHALL HAVE MANUFACTURERS

RECOMMENDED STANDARD UNDERCUT.6. REFER TO B4/A60.1 FOR FRAME TYPES.7. REFER TO B3/A60.1 DOOR TYPES

DOOR ABBREVIATIONS:

AL ALUMINUMGL GLASSHM HOLLOW METALINS INSULATEDS/S STAINLESS STEELSTL STEELTEMP GL. TEMPERED GLASSWD WOOD DOOR OR FRAMEOBS OBSCURE GLASSETR EXISTING TO REMAINMANU MANUFACTURER

SCALE: 3/8" = 1'-0"C4 DOOR FRAME TYPES

SCALE: 3/8" = 1'-0"B3 DOOR TYPES

SCALE: 1 1/2" = 1'-0"A5 DOOR FRAME INSTALLATION DETAIL

SCALE: 1 1/2" = 1'-0"A4 SILL DETAIL AT STRUCTURAL SLAB

SCALE: 1 1/2" = 1'-0"A3 STOREFRONT DOOR DETAILS

MATERIAL LEGENDSPEC.

SECTION MATERIALCODENO.

MANUFACTURERSIZE STYLE/COLOR REMARKS

064000 PLASTIC LAMINATE PL1 PIONITE - TO BE DETERMINED VERTICAL SURFACE064000 PLASTIC LAMINATE PL2 PIONITE - TO BE DETERMINED HORIZONTAL SURFACES064000 SOLID SURFACE SS1 CORIAN - TO BE DETERMINED WINDOW SILLS095113 ACOUSTIC CEILING TILES ACT1 ARMSTRONG WORLD INDUS. 24" X 24" X 3/4" 1920 ULTIMA VECTOR- WHITE VECTOR096500 RESILIENT BASE RB1 JOHNSONITE - TIGHT LOK 4 1/4" TO BE DETERMINED099000 PAINT P1 SHERWIN WILLIAMS - TO BE DETERMINED PRIMARY099000 PAINT P2 SHERWIN WILLIAMS - TO BE DETERMINED ACCENT099000 PAINT P5 SHERWIN WILLIAMS - TO BE DETERMINED CEILING ONLY

ROOM FINISH SCHEDULEROOM

Floor Finish Base FinishWALL FINISH

COMMENTSNUMBER NAME NORTH EAST SOUTH WEST

1 VEST. POLISHED CONC. RB12 VEST. POLISHED CONC. RB13 WAITING AREA POLISHED CONC. RB14 MEN'S RESTROOM POLISHED CONC. RB15 WOMEN'S RESTROOM POLISHED CONC. RB16 UTILITY POLISHED CONC. RB17 BREAK ROOM POLISHED CONC. RB18 STAFF RESTROOM POLISHED CONC. RB1

4/17/15 65% SUBMISSION

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1 2 3 4

A

B

C

A3A25.1

A3A25.1

C3A25.1

C3A25.1

A2A25.1

A1A25.1

MEN'S RESTROOM4

WOMEN'S RESTROOM5

STAFF RESTROOM8

BREAK ROOM7

UTILITY6

VEST.2

VEST.1

WAITING AREA3

GWB9' - 0"

GWB9' - 0"

GWB9' - 0"

GWB9' - 0"

GWB9' - 0"

GWB9' - 0"

ACT9' - 0"

ACT9' - 0"

GWB9' - 0"

GWB9' - 0"

LIGHTING, SEEELECTRICAL DRAWINGS

REFLECTED CEILING PLAN LEGEND

MECHANICAL, SEEELECTRICAL DRAWINGS

GYPSUM WALL BOARD

2' x 2' ACT

Auburn, ME207.784.5100

Portland, ME207.775.0053

Manchester, NH603.626.1242

PRELIMINARYNOT FOR

CONSTRUCTION

Graphic ScaleGraphic Scale

Graphic ScaleGraphic Scale

0 2' 4' 6'

1/4" = 1'-0"

Harriman Project No.

Drawing Scales

PA / PE:

Drawn By: Harriman Associatesc 2015

Proj North

Issues and Revisions

DescriptionDateMark

Plo

t Dat

e:

1/4" = 1'-0"

4/17

/201

5 9:

48:1

8 AM

AUBURN, MAINE

14135

A70.1

JLJ

TRJ

REFLECTED CEILINGPLAN

DOWNTOWN AUBURNTRANSPORTATION

CENTER

SCALE: 1/4" = 1'-0"A2 REFLECTED CEILING PLAN

4/17/15 65% SUBMISSION

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SHEET TITLE:

DRAWN:

DESIGNED:

PROJECT NUMBER:

DATE:

CLIENT:

No

.D

AT

E

DR

.

BY

CK

D.

BY

DE

SC

RIP

TIO

N

IS

SU

ED

S1.1

GR

EA

T F

ALLS

P

LA

ZA

PR

OP

OS

ED

B

UILD

IN

G

c/o AVCOG

125 MANLEY ROAD

AUBURN, ME 04210

AU

BU

RN

, M

AIN

E

3-6

-1

55

0%

S

UB

MIS

SIO

NC

BC

B

4-1

7-1

56

5%

S

UB

MIS

SIO

NT

DC

B

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No

.

SHEET TITLE:

DRAWN:

DESIGNED:

PROJECT NUMBER:

DATE:

DA

TE

CLIENT:

S1.2

DR

.

BY

CK

D.

BY

DE

SC

RIP

TIO

N

N

IS

SU

ED

GR

EA

T F

ALLS

P

LA

ZA

PR

OP

OS

ED

B

UILD

IN

G

c/o AVCOG

125 MANLEY ROAD

AUBURN, ME 04210

AU

BU

RN

, M

AIN

E

3-6

-1

55

0%

S

UB

MIS

SIO

NC

BC

B

4-1

7-1

56

5%

S

UB

MIS

SIO

NT

DC

B

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No

.

SHEET TITLE:

DRAWN:

DESIGNED:

PROJECT NUMBER:

DATE:

DA

TE

CLIENT:

S2.1

DR

.

BY

CK

D.

BY

DE

SC

RIP

TIO

N

IS

SU

ED

GR

EA

T F

ALLS

P

LA

ZA

PR

OP

OS

ED

B

UILD

IN

G

c/o AVCOG

125 MANLEY ROAD

AUBURN, ME 04210

AU

BU

RN

, M

AIN

E

4-1

7-1

56

5%

S

UB

MIS

SIO

NT

DC

B

Page 19: - COVER SHEET CIVIL DRAWINGS C100 EXISTING …...c100 existing conditions site plan c101 proposed site plan c102 proposed partial site plan c200 site details - sheet 1 c201 site details

No

.

SHEET TITLE:

DRAWN:

DESIGNED:

PROJECT NUMBER:

DATE:

DA

TE

CLIENT:

S3.1

DR

.

BY

CK

D.

BY

DE

SC

RIP

TIO

N

IS

SU

ED

GR

EA

T F

ALLS

P

LA

ZA

PR

OP

OS

ED

B

UILD

IN

G

c/o AVCOG

125 MANLEY ROAD

AUBURN, ME 04210

AU

BU

RN

, M

AIN

E

4-1

7-1

56

5%

S

UB

MIS

SIO

NT

DC

B

Page 20: - COVER SHEET CIVIL DRAWINGS C100 EXISTING …...c100 existing conditions site plan c101 proposed site plan c102 proposed partial site plan c200 site details - sheet 1 c201 site details

VENT PIPING ABOVE FINISHED FLOOR

SANITARY PIPING ABOVE FINISHED FLOORS

V

EXISTING SOIL GAS PIPING ABOVE FINISHED FLOOREXSG

SOIL GAS PIPING ABOVE FINISHED FLOORSG

COLD WATER PIPING ABOVE FINISHED FLOORCW

HOT WATER PIPING ABOVE FINISHED FLOORHW

GAS PIPING ABOVE FINISHED FLOORG

HOT WATER RETURN PIPING ABOVE FINISHED FLOORHWR

INDIRECT WASTE PIPING ABOVE FINISHED FLOORIW

VENT PIPING BELOW FINISHED FLOOR

SANITARY PIPING BELOW FINISHED FLOOR

SOIL GAS PIPING BELOW FINISHED FLOOR

COLD WATER PIPING BELOW FINISHED FLOOR

HOT WATER PIPING BELOW FINISHED FLOOR

GAS PIPING BELOW FINISHED FLOOR

INDIRECT WASTE PIPING BELOW FINISHED FLOOR

S

V

SG

CW

HW

G

IW

Legend

CHECK VALVE

PRESSURE RELIEF VALVE

EWC-X ELECTRIC WATER COOLER

SA "X"

VTR

SHOCK ARRESTOR (P.D.I RATING)

VENT THROUGH ROOF

SHUT-OFF VALVE

CAP

DN DOWN

AFF ABOVE FINISHED FLOOR

BFF BELOW FINISHED FLOOR

TYP. TYPICAL

TRANSITION

SGTR SOIL GAS THRU ROOF

CIRCULATING PUMP

THREE WAY VALVE

THERMOMETER

AP ACCESS PANEL

DCP-X DOMESTIC CIRCULATING PUMP

ET-X EXPANSION TANK

FD-X FLOOR DRAIN

HB-X HOSE BIBB

L-X LAVATORY

MR MOP RECEPTOR

SK-X SINK

SP-X SUMP PUMP

WC-X WATER CLOSET

WH-X WALL HYDRANT

TP-X TRAP PRIMER

FCO FLOOR CLEANOUT

Auburn, ME207.784.5100

Portland, ME207.775.0053

Manchester, NH603.626.1242

PRELIMINARYNOT FOR

CONSTRUCTION

Graphic ScaleGraphic Scale

Graphic ScaleGraphic Scale

Graphic Scale

Harriman Project No.

Drawing Scales

PA / PE:

Drawn By: Harriman Associatesc 2015

Proj North

Issues and Revisions

DescriptionDateMark

NO SCALE

Plo

t Dat

e:4/

17/2

015

10:2

1:12

AM

AUBURN, MAINE

14135

P00.1

CG

JSL

LEGEND SCHEDULESAND GENERAL NOTES

DOWNTOWN AUBURNTRANSPORTATION

CENTER

3/6/15 50% SUBMISSION4/17/15 65% SUBMISSION

PLUMBING FIXTURE INSTALLATION SCHEDULEFURNISHED AND INSTALLED BY PLUMBING CONTRACTOR UNLESS OTHERWISE NOTED

LABELFIXTURE BRANCH SIZE BRANCH SIZE BRANCH SIZE BRANCH SIZE

SPECIFICATIONS MTG. HT TO RIMDESCRIPTION VENT WASTE CW HWWC-1 WATER CLOSET WALL MOUNTED ADA COMPLIANT 2" 4" 1" --- HYDROPWER SENSOR TYPE FLUSHOMETER 16-1/4"MR-1 FLOOR MOUNTED MOP RECEPTOR 1-1/2" 2" 1/2" 1/2" WALL MOUNTED FAUCET WITH BUCKET HOOK N/AL-1 LAVATORY ADA COMPLIANT 1-1/2" 2" 1/2" 1/2" HYDROPOWER SENSOR TYPE FAUCET 34"

SK-1 UNDERCOUNTER MOUNTED STAINLESS STEEL SINK 1-1/2" 2" 1/2" 1/2" SINGLE HOLE GOOSENECK FAUCET WITH SINGLE HANDLE CONTROL 34"EWC-1 ELECTRIC WATER COOLER ADA COMPLIANT 1-1/2" 2" 1/2" --- WALL MOUNTED BI-LEVEL WATER COOLER WITH INTEGRAL BOTTLE FILLING STATION ON UPPER UNIT 33-1/2" LOW 39-1/2" HIGHWH-1 ELECTRIC WATER HEATER - - 3/4" 3/4" 10 GAL. STORAGE CAPACITY, STANDARD 1500 WATT/120 VOLTS FLOOR MOUNTED

GENERAL NOTES1 COORDINATE WORK WITH THE WORK OF ALL OTHER TRADES.2 REFER TO INSTALLATION SCHEDULE DATA FOR THE SIZE OF PIPING CONNECTIONS

AND MOUNTING HEIGHTS OF EACH FIXTURE.3 SANITARY WASTE PIPING 4" & LARGER SHALL BE INSTALLED WITH A PITCH OF 1/4"

PER 1'-0".4 ALL UNDERSLAB PIPING SHALL BE INSTALLED TO PROVIDE NO LESS THAN 2" OF

COVER BETWEEN THE PIPING AND THE FLOOR SLAB.5 ALL PIPING SHALL BE CONCEALED EXCEPT IN SPACES WHERE NO CEILINGS

OCCUR.

Page 21: - COVER SHEET CIVIL DRAWINGS C100 EXISTING …...c100 existing conditions site plan c101 proposed site plan c102 proposed partial site plan c200 site details - sheet 1 c201 site details

1 2 3 4

A

B

C

2" CW DN

MR-1

L-1L-1

SK-1

2" WATERMETER

DOUBLE CHECK BACKFLOWPREVENTER EQUAL TO ZURN

WILKINS MODEL 350

WC-1

L-1

WC-1

EWC-1

CW- 2"

HW- 1/2"

WH-1CW- 1/2"

HW- 1/2"CW- 2"

CW- 1/2"

CW- 1/2"

HW- 1/2"

CW- 1"

HW- 1/2"

HW- 1/2"

CW- 1/2"

CW- 1 1/2"

HW- 1/2"

HW- 3/4"

CW- 3/4"

CW- 1/2"

CW- 1/2"

CW- 1/2"

1 2 3 4

A

B

C

4"FCO

4" SANITARY

EWC-1

NOTE: SANITARY PIPINGMAINS TO BE RUNUNDER SLAB (TYP.)

WC-1

L-1

MR-1

L-1L-1

SK-1

2"

4"

2"

FCOS- 2"

S- 2"

S- 4"S- 4"

S- 2"S- 2"

S- 2" S- 2"

S- 4"

Auburn, ME207.784.5100

Portland, ME207.775.0053

Manchester, NH603.626.1242

PRELIMINARYNOT FOR

CONSTRUCTION

Graphic ScaleGraphic Scale

Graphic ScaleGraphic Scale

0 2' 4' 6'

1/4" = 1'-0"

Harriman Project No.

Drawing Scales

PA / PE:

Drawn By: Harriman Associatesc 2015

Proj North

Issues and Revisions

DescriptionDateMark

Plo

t Dat

e:

1/4" = 1'-0"

4/17

/201

5 11

:09:

44 A

M

AUBURN, MAINE

14135

P10.1

CG

JSL

FIRST FLOOR SUPPLY &DRAINAGE

DOWNTOWN AUBURNTRANSPORTATION

CENTER

SCALE: 1/4" = 1'-0"1 FIRST FLOOR SUPPLY

SCALE: 1/4" = 1'-0"2 FIRST FLOOR DRAINAGE

3/6/15 50% SUBMISSION4/17/15 65% SUBMISSION

Page 22: - COVER SHEET CIVIL DRAWINGS C100 EXISTING …...c100 existing conditions site plan c101 proposed site plan c102 proposed partial site plan c200 site details - sheet 1 c201 site details

1 2 3 4

A

B

C

4

MEN'SRESTROOM6

UTILITY

8

STAFFRESTROOM

7

BREAKROOM

5

WOMEN'SRESTROOM

3

WAITINGAREA

S2150

1

S150

1

S2100

1

S2100

1

EU-3

E175

1E1125

1

CU-1

EU-1

EU-2

S950

1 S950

1

OUTSIDE AIR DUCT

EXHAUST DUCT

OUTSIDE AIR DUCT

EXHAUST DUCT

R950

1

R950

1

ERU-1

E1125

1

10"x8" 9"x9"

9"x9

"

10"ø

10"ø10"ø

10"ø

12"x8"

6"x6"

EUH-1 EUH-2

S200

1

9"x9"

E1125

1

RL- 1/2"RS- 1 1/4"

Auburn, ME207.784.5100

Portland, ME207.775.0053

Manchester, NH603.626.1242

PRELIMINARYNOT FOR

CONSTRUCTION

Graphic ScaleGraphic Scale

Graphic ScaleGraphic Scale

0 2' 4' 6'

1/4" = 1'-0"

Harriman Project No.

Drawing Scales

PA / PE:

Drawn By: Harriman Associatesc 2015

Proj North

Issues and Revisions

DescriptionDateMark

Plo

t Dat

e:

1/4" = 1'-0"

4/17

/201

5 9:

53:2

9 AM

AUBURN, MAINE

14135

M10.1

JSC

JSC

FIRST FLOORDUCTWORK

DOWNTOWN AUBURNTRANSPORTATION

CENTER

SCALE: 1/4" = 1'-0"1 FIRST FLOOR DUCTWORK

3/6/15 50% SUBMISSION4/17/15 65% SUBMISSION

DUCTLESS HEAT PUMP INDOOR UNITMARK MANUFACTURER MODEL CONFIGURATION SERVICE

AIRFLOW(CFM)

COOLINGCAPACITY

HEATINGCAPACITY WIDTH DEPTH HEIGHT PHASE VOLTAGE BREAKER

FANMOTOR WEIGHT

EU-1 DAIKIN FXMQ36 HORIZONTAL DUCT CONCEALED WAITING 950 36,000 Btu/h 40,000 Btu/h 55 1/8" 27 9/16" 11 13/16" 1 208 15.0 102 lbEU-2 DAIKIN FXMQ36 HORIZONTAL DUCT CONCEALED WAITING 950 36,000 Btu/h 40,000 Btu/h 55 1/8" 27 9/16" 11 13/16" 1 208 15.0 102 lbEU-3 DAIKIN FXMQ024 HORIZONTAL DUCT CONCEALED BACK ROOMS 600 24,000 Btu/h 27,000 Btu/h 39 3/8" 27 9/16" 11 13/16" 1 208 15.0 80 lb

DUCTLESS HEAT PUMP OUTDOOR UNITMARK MANUFACTURER MODEL SERVICE

RefrigerantUsed

AMBIENTAIR

COOLINGCAPACITY

HEATINGCAPACITY WIDTH DEPTH HEIGHT PHASE VOLTAGE MCA RLA WEIGHT

CU-1 DAIKIN RXYQ144PBTJ HEATING / COOLING R-410A 95 °F 138,000 Btu/h 154000.0 Btu/h 73 1/4" 30 1/8" 66 1/8" 3 480 32.0 14.2

ENERGY RECOVERY UNITMARK MANUFACTURER MODEL SERVICE AIRFLOW

AMBIENTAIR WIDTH DEPTH HEIGHT PHASE VOLTAGE MCA MOCP WEIGHT

ERU-1 DAIKIN VAM470GVJU VENTILATION 450 95 °F 43 11/16" 32 3/4" 15 1/4" 1 208 3.9 15 121 lb

ELECTRIC UNIT HEATERTAG

MANUFACTURER MODEL SERVICE

OUTPUT(BTUH)

AIR FLOW(CFM) KW AMPS PHASE VOLT MOUNTING TYPE NOTES

EUH-1 MARKEL Y3485A1 VESTIBULE - LEFT 17,000 425 5 6.1 3 480 CEILING RECESSEDEUH-2 MARKEL Y3485A1 VESTIBULE - RIGHT 17,000 425 5 6.1 3 480 CEILING RECESSED

Page 23: - COVER SHEET CIVIL DRAWINGS C100 EXISTING …...c100 existing conditions site plan c101 proposed site plan c102 proposed partial site plan c200 site details - sheet 1 c201 site details

REF:A1

--

1.

2.

3.

4.

5.

6.

7.

UNLESS OTHERWISE NOTED, WIRING SHALL BE 2#12 AWG

CONDUCTORS & #12 GND. HOMERUNS FED FROM 20A, SINGLE

POLE CIRCUITS IN EXCESS OF 100 FEET SHALL BE #10 AWG

UNLESS INDICATED OTHERWISE. INSULATION TYPE SHALL BE

THHN/TWHN, 75 DEG. C, AND 600V CLASS UNLESS SPECIFIED

OTHERWISE.

FLEXIBLE CONNECTIONS TO MOTORS SHALL BE

FLEXIBLE LIQUID TIGHT CONDUIT.

8.

10.

11.

UNLESS OTHERWISE NOTED, ALL WIRING SHALL

BE 600V, COPPER WITH THHN-THWN INSULATION.

WHERE A DISCREPANCY OCCURS BETWEEN THE

DRAWINGS AND THE SPECIFICATIONS, THE

SPECIFICATIONS SHALL PREVAIL. CONTACT THE

ENGINEER FOR CLARIFICAION WHEN SUCH A

SITUATION OCCURS.

NOTES

1.

2.

3.

5.

6.

7.

FIRE ALARM RED

BLUE

SIGNAL (NURSE CALL, PA)

AUDIO VISUAL

480V

277V

120V

208V

PURPLE

WHITE

BROWN

ORANGE

BLACK

GENERAL NOTES GENERAL NOTES (CON'T) LIGHTING FIXTURE NOTES

REF:B1

--

LIGHTING FIXTURE SCHEDULE

REF:B2

--

LEGEND

JUNCTION BOX IDENTIFICATION

COLOR CODE CHART

4.

ALL FLUORESCENT LAMPS ARE TO BE STANDARD COLOR

3500K UNLESS OTHERWISE NOTED.

8. ALL LIGHT FIXTURES SHAL MEET UTILITY COMPANY INCENTIVE

REQUIREMENTS. INCENTIVE FORMS SHALL BE COMPLETED BY

ELECTRICAL CONTRACTOR. ALL INCENTIVES SHALL BE PAID

DIRECTLY TO OWNER.

THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL

LIGHTING FIXTURES COMPLETE WITH MOUNTING

ACCESSORIES TO MEET JOB REQUIREMENTS.

ALL FLUORESCENT FIXTURES SHALL HAVE ELECTRONIC

BALLASTS - U.L. APPROVED AS A COMBINATION WITH

ENERGY SAVING LAMPS SUPPLIED.

THE ELECTRICAL CONTRACTOR SHALL VERIFY FIXTURE

MOUNTING AND LOCATION AGAINST PLANS, ELEVATIONS,

AND DETAIL DRAWINGS. EXACT LOCATION OF ALL

FIXTURES SHALL BE CONFIRMED WITH THE ARCHITECT

PRIOR TO ROUGHING IN.

FIXTURE LETTERS SHOWN ON A CONTINUOUS ROW OF

FIXTURES SHALL BE TYPICAL FOR THAT ROW UNLESS

OTHERWISE NOTED.

ALL FLUORESCENT FIXTURES SHALL BE ENERGY SAVING TYPE.

ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH

THE LATEST EDITION OF NFPA 70, NATIONAL ELECTRICAL

CODE (NEC), OSHA REGULATIONS, AS WELL AS APPLICABLE

REGULATIONS OF THE PERTINENT FEDERAL, STATE, COUNTY,

AND CITY AGENCIES. PROVIDE MATERIALS AND EQUIPMENT

THAT COMPLY WITH ANSI, IEEE, IES, AND NEMA STANDARDS.

WHERE APPLICABLE, PROVIDE ONLY MATERIALS THAT ARE

U.L. LISTED AND LABELED.

CONDUIT RUNS ARE SHOWN DIAGRAMATICALLY. INSTALL

CONDUIT WITH A MINIMUM OF BENDS IN THE SHORTEST

PRACTICAL DISTANCE CONSIDERING THE BUILDINGS

CONSTRUCTION AND OBSTRUCTIONS, EXCEPT WHERE

OTHERWISE NOTED.

ALL MOTOR SAFETY SWITCHES, DISCONNECTS AND MOTOR

STARTERS THAT ARE NOT PROVIDED BY OTHER DIVISIONS,

SHALL BE PROVIDED BY DIVISION 26, UNLESS SPECIFICALLY

NOTED OTHERWISE.

ALL PENETRATIONS THROUGH FIRE-RATED FLOORS, WALLS

AND PARTITIONS SHALL BE SEALED WITH UL APPROVED

FIRE SEALANT MATERIAL TO MAINTAIN THE RATING

OF THE SEPARATION.

WHERE MATERIAL IS CALLED OUT IN THE LEGEND BY

MANUFACTURER, TYPE OR CATALOG NUMBER, SUCH

DESIGNATIONS ARE TO ESTABLISH STANDARDS OR

DESIRED QUALITY. ACCEPTANCE OR REJECTION OF

THE PROPOSED SUBSTITUTIONS SHALL BE SUBJECT

TO THE APPROVAL OF THE OWNER.

REFER TO ARCHITECTURAL DRAWINGS FOR EXACT

LOCATION OF EQUIPMENT, DEVICES, AND FURNITURE

REQUIREMENTS, PRIOR TO ROUGHING IN FOR SAME.

ALL GENERAL NOTES, SYMBOLS, LISTS, ABBREVIATIONS

AND DETAILS ARE TO BE CONSIDERED APPLICABLE TO

ALL ELECTRICAL DRAWINGS FOR THIS PROJECT.

ALL FIXTURES SHALL BE SUPPORTED FROM THE BUILDING

STRUCTURE.

9.

APPLICABLE CODES

NATIONAL ELECTRICAL CODE 2014

INTERNATIONAL BUILDING CODE 2009

INTERNATIONAL ENERGY CONSERVATION CODE 2009

E L E C T R I C A L L E G E N DLP-1,3 HOMERUN TO PNLBRD - ARROWS INDICATE NUMBER OF CIRCUITS. CROSS LINES INDICATE NUMBER OF

CONDUCTORS OTHER THAN TWO (PROVIDE NUMBER OF WIRES REQUIRED TO ALLOW SWITCHING SHOWN - E10

SERIES LIGHTING DRAWINGS).

CIRCUIT NUMBER(S)

PANEL DESIGNATION

LIGHTING-------------------------------------------

SURFACE MOUNTED LIGHT FIXTURE

SURFACE MOUNTED 1' X 4'

SINGLE POLE SWITCH - MOUNTED C/L UP 48" UNLESS NOTED OTHERWISE - SUBLETTER INDICATES SWITCH

CONTROL - SEE DETAIL THIS DRAWING

SWITCH - MOUNTED C/L UP 48" UNLESS NOTED OTHERWISE

WALLBOX MOUNTED OCCUPANCY SENSOR SWITCH - MOUNTED C/L UP 48" UNLESS NOTED OTHERWISE

OC CEILING MOUNTED OCCUPANCY SENSOR - PROVIDE POWERPACKS AS REQUIRED

D CEILING MOUNTED DAYLIGHT HARVESTING SENSOR

POWER----------------------------------------------

208V PANELBOARD

POWER COMPANY UTILITY METER

J JUNCTION BOX

DUPLEX CONVENIENCE RECEPTACLE - MOUNTED C/L UP 24" UNLESS NOTED OTHERWISE -"TR" DESIGNATES

TAMPER RESISTANT

GFI GFCI DUPLEX CONVENIENCE RECEPTACLE - MOUNTED C/L UP 48" UNLESS NOTED OTHERWISE

TELE/DATA OUTLET- MOUNTED C/L UP 24" UNLESS NOTED OTHERWISE

LIFE SAFETY----------------------------------------

EMERGENCY BATTERY UNIT - MOUNTED C/L UP 7'-6" AFF

F FIRE ALARM MANUAL PULL STATION - MOUNTED C/L UP 48"

SFIRE ALARM HORN/LIGHT UNIT. CANDLE POWER (CD) PER NFPA 72 AND AS NOTED - 15/75 WHERE NOT

OTHERWISE INDICATED ON PLANS - MOUNTED BOTTOM OF STROBE UP 80" ON WALL

FIRE ALARM STROBE LIGHT UNIT. CANDLE POWER (CD) PER NFPA 72 AND AS NOTED - 15/75 WHERE NOT

OTHERWISE INDICATED ON PLANS - MOUNTED BOTTOM OF STROBE UP 80" ON WALL

FIRE ALARM STROBE LIGHT UNIT - CEILING MOUNTED. CANDLE POWER (CD) PER NFPA 72 AND AS NOTED.

FIRE ALARM SMOKE DETECTOR

F FIRE ALARM MANUAL PULL STATION

CEILING MOUNTED EXIT SIGN - DOUBLE FACE

WALL MOUNTED EXIT SIGN - SINGLE FACE

GENERAL--------------------------------------------

## KEYNOTE TAG

LAMPS, HANGERS, FITTINGS, ETC. FOR A COMPLETE AND PROPER INSTALLATION

ALL FIXTURES SHALL BE FURNISHED COMPLETE WITH ALL HARDWARE

LIGHTING FIXTURE SCHEDULE

TYPE MANUFACTURER CATALOG NO. MTG. VOLTNO. WATT

LAMPS

TYPEREMARKS/BALLAST INFORMATION

LEDUNVRA

LED R2X-WO-4L35-1D-UNV-22CORELITE

2X2 RECESSED LED TROFFER

UNVRDL1

LED A6VEPLED1-1530K-L6011FRSCLVANTAGE

6" LED DOWNLIGHT

UNVRDL1E

LED PROVIDE INTEGRAL EMERGENCY BATTERY BACKUPA6VEPLED1-1530K-L6011FRSCL-EMVANTAGE

SAME AS DL1 WITH EMERGENCY BATTERY BACKUP

UNVRDL2

LED WET LOCATION LISTEDA6VEPLED1-3030K-L6011FRSCLVANTAGE

EXTERIOR LED DOWNLIGHT

RDL2

UNVSE

LED SQ-80-LED-WMULE

EMERGENCY BATTERY UNIT

UNVPP4

LENGTH AS REQUIRED

MOUNT AT 9'-0" AFF. PROVIDE AIRCRACT CABLE

LED PROVIDE INTEGRAL EMERGENCY BATTERY BACKUPDSI-WS-1L35-1D-UNV-ACXX-XX-XCORLITE

4' DECORATIVE LED PENDANT

UNVPP8

LENGTH AS REQUIRED

MOUNT AT 9'-0" AFF. PROVIDE AIRCRACT CABLE

LED PROVIDE INTEGRAL EMERGENCY BATTERY BACKUPDSI-WS-1L35-1D-UNV-ACXX-XX-XCORLITE

8' DECORATIVE LED PENDANT

PP8

UNVSU

LED COORDINATE LOCATIONS WITH OTHER TRADES.S4LEDHOCWUEENVOY

LED UTILITY FIXTURE

PP8

UNVSVL

LED INTEGRAL MICROWAVE OCCUPANCY SENSORHVL8-LED-4-LD3-1STD-35-UNV-O-ED1C-D-OS2FAILSAFE

VANDAL RESISTANT FIXTURE WITH INTEGRAL OCCUPANCY SENSOR

UNVSVLE

INTEGRAL MICROWAVE OCCUPANCY SENSOR

LED PROVIDE INTEGRAL EMERGENCY BATTERY BACKUPHVL8-LED-4-LD3-1STD-35-UNV-O-ED1C-D-OS2-EMFAILSAFE

SAME AS VL WITH EMERGENCY BATTERY BACKUP

SVLE

UNVSW

LED ISS-B02-LED-E1-XXX-XX-XMCGRAW

LED SECURITY WALL LIGHTER

SW

UNVSX

LED MD-B-U-R-AA-USAMULE

EXIT SIGN

Harriman Project No.

Drawing Scales

PA / PE:

Drawn By:Harriman Associates

c 2015

Proj North

DescriptionDateMark

Key Plan

AUBURN, MAINE

Issues and Revisions

CONSTRUCTION

NOT FOR

PRELIMINARY

207.784.5100

Auburn, ME

207.775.0053

Portland, ME

603.626.1242

Manchester, NH

14135

Casco BayEngineering

Portland, ME 04101

424 Fore Street

Phone 207.842.2800

Fax 207.842.2828

www.cascobayengineering.com

CENTER

TRANSPORTATION

DOWNTOWN AUBURN

JWT

APG

E00.1

ELECTRICAL

LEGENDS, NOTES

AND SCHEDULES

3/6/15 50% SUBMISSION

4/17/15 65% SUBMISSION

Page 24: - COVER SHEET CIVIL DRAWINGS C100 EXISTING …...c100 existing conditions site plan c101 proposed site plan c102 proposed partial site plan c200 site details - sheet 1 c201 site details

MEN'S RESTROOM

4UTILITY

6 STAFF RESTROOM

8

BREAK ROOM

7

WOMEN'S RESTROOM

5

WAITING AREA

3

VEST.

1

VEST.

2

1 2 3 4

A

B

C

D D OCOC

OCOC

OC

OC

W

W

P8

P4P4

P8

A A

AA

DL2

DL2

DL2DL2

DL2DL2

DL2

DL1EDL1E

DL1E

DL1

DL1

U

U

VLVLA

VLE VLE

Harriman Project No.

Drawing Scales

PA / PE:

Drawn By:Harriman Associates

c 2015

Proj North

DescriptionDateMark

Key Plan

AUBURN, MAINE

Issues and Revisions

CONSTRUCTION

NOT FOR

PRELIMINARY

207.784.5100

Auburn, ME

207.775.0053

Portland, ME

603.626.1242

Manchester, NH

14135

Casco BayEngineering

Portland, ME 04101

424 Fore Street

Phone 207.842.2800

Fax 207.842.2828

www.cascobayengineering.com

CENTER

TRANSPORTATION

DOWNTOWN AUBURN

MEN'S RESTROOM

4UTILITY

6 STAFF RESTROOM

8

BREAK ROOM

7

WOMEN'S RESTROOM

5

WAITING AREA

3

VEST.

1

VEST.

2

1 2 3 4

A

B

C

BOARD

TELEPHONE

1

P1

TRTR

TRTR

TRTR

GFI

A

GFI

A

GFI

A

TR TRTR

TRTR

GFI

A

GFI

A

A A2 4

888

10 10

3 5

FA

CP

9

9

9

6

7

11

12 12

1

F F

WP

WP

P1-37

P1-38

P1-32 P1-36

XXXX

MPANEL

P1200A

200A

120/208V

4#3/0&G-3"C

COORDINATE ALL WORK WITH CMP

UTILITY COMPANY METER

TVSS

PER NEC

GROUND

BOARD

TELEPHONE

FIELD VERIFY LENGTH

30

30

30

COORDINATE WITH CMP

NEW OVERHEAD PRIMARY

ID ID

WATT LOADS

MOUNTING:

LOCATION:

LOAD DESCRIPTION

AM

P

PO

LE

CRKTDWG

NO. PO

LE

WATTSPH A PH B PH C

WATTS

PO

LE

CRKTDWG

NO. PO

LE

AM

P

LOAD DESCRIPTION

FEEDER:AIC RATING:MAIN BREAKER:VOLTAGE:

BUSES:PH & WIRES:

120/208

3P 2W

MAIN BREAKER

200A MAIN BRKR

SEE SPECS

SURFACE

UTILITY ROOM

3#1/0&G-2"CP1

TUB 1 OF 1 - REMARKS:

RCPT UTIL RM 20 1 1 1 360 1560 --- --- 1200 2 2 1 20 RCPT VENDING MACH

RCPT WMS RR 20 1 1 3 180 --- 1380 --- 1200 4 4 1 20 RCPT VENDING MACH

RCPT MNS RR 20 1 1 5 180 --- --- 680 500 6 6 1 20 RCPT REFRIG

RCPT KITCHEN COUNTER 20 1 1 7 1200 1740 --- --- 540 8 8 1 20 RCPTS WAITING AREA

RCPTS BREAK RM 20 1 1 9 540 --- 900 --- 360 10 8 1 20 RCPTS WAITING AREA

RCPT STAFF RR 20 1 1 11 180 --- --- 540 360 12 12 1 20 RCPTS FUTURE TICKET CTR

FIRE ALARM PANEL 20 1 1 13 180 180 --- --- 0 14 14 1 20 SPARE

SPARE 20 1 15 15 0 --- 0 --- 0 16 16 1 20 SPARE

SPARE 20 1 17 17 0 --- --- 0 0 18 18 1 20 SPARE

SPARE 20 1 19 19 0 0 --- --- 0 20 20 1 20 SPARE

SPARE 20 1 21 21 0 --- 0 --- 0 22 22 1 20 SPARE

SPARE 20 1 23 23 0 --- --- 0 0 24 24 1 20 SPARE

SPARE 20 1 25 25 0 0 --- --- 0 26 26 1 20 SPARE

SPARE 20 1 27 27 0 --- 0 --- 0 28 28 1 20 SPARE

SPARE 20 1 29 29 0 --- --- 0 0 30 30 1 20 SPARE

SPARE 20 1 31 31 0 0 --- --- 0 32 32 1 20 AIR CURTAIN

CEILING CASSETTES 20 2 33 33 0 --- 0 --- 0 34 34 1 20 AIR CURTAIN

- - - 35 --- --- 0 36 - - -

CU-1 15 3 37 37 0 0 --- --- 0 38 38 3 15 CU-2

- - - 39 --- 0 --- 40 - - -

- - - 41 --- --- 0 42 - - -

TOTAL AMPS: 19.4 3480 2280 1220 TOTAL WATTS: 6980

REMARKS:

04/17/2015

PROVIDE (1) 2" UNDERGROUND CONDUIT FOR TELEPHONE AND

PROVIDE (1) 2" UNDERGROUND CONDUIT FOR CABLE TV

30

SEE ELECTRICAL SITE PLAN ES10.1

NEW UNDERGROUND SECONDARY

JWT

APG

E10.1

ELECTRICAL

PART PLANS &

DETAILS

1POWER PLANSCALE: 1/8" = 1'-0"

3LIGHTING PLANSCALE: 1/8" = 1'-0"

4PANEL SCHEDULESCALE: NO SCALE

2RISER DIAGRAMSCALE: NONE

3/6/15 50% SUBMISSION

4/17/15 65% SUBMISSION

Page 25: - COVER SHEET CIVIL DRAWINGS C100 EXISTING …...c100 existing conditions site plan c101 proposed site plan c102 proposed partial site plan c200 site details - sheet 1 c201 site details

M

A I

N

E

T U R N

E R

S T R E

E T

WV

THE ESPLANADE

S

GV

WV

GV

g r a n i t e b l o c k c u r b

S

DYH

WV

GV

DYH

GV

S

DYH

WV

S

WVWV

WV

S

DYH

S

GV

DYH

EXIT

R

A I

L

R

O

A

D

D

CA

BLE

D

CA

BLE

CA

BLE

CA

BLE

D

C

E

N

T

R

A

L

S

WV

WV

S

HA

MPS

HIR

E ST.

WV

S

TR

OY S

TR

EE

T

S

WV

2 GFP BUILDIN

G

GR

EA

T

FA

LLS

PL

AZ

A

RD.

D

CENTER BUILDING

PROPOSED TRANSPORTATION

BU

S

PA

RKIN

G

HILTON GARDEN INN

30 60 120

WITH CENTRAL MAINE POWER CO.

COORDINATE REQUIREMENTS

NEW OVERHEAD PRIMARYCABLE AND TELEPHONE

2 - 2"C UNDERGROUND

DRAWING E10.1 FOR REQTS

SEE RISER DIAGRAM ON

Harriman Project No.

Drawing Scales

PA / PE:

Drawn By:Harriman Associates

c 2015

Proj North

DescriptionDateMark

Key Plan

AUBURN, MAINE

Issues and Revisions

CONSTRUCTION

NOT FOR

PRELIMINARY

207.784.5100

Auburn, ME

207.775.0053

Portland, ME

603.626.1242

Manchester, NH

14135

Casco BayEngineering

Portland, ME 04101

424 Fore Street

Phone 207.842.2800

Fax 207.842.2828

www.cascobayengineering.com

CENTER

TRANSPORTATION

DOWNTOWN AUBURN

JWT

DSH

ELECTRICAL

SITE PLAN

ES10.1

4/17/15 65% SUBMISSION

0 15' 30' 45'1" = 30'-0"