Post on 03-Apr-2018
transcript
7/28/2019 ECCL Section 3 Lighting Mech Planning
1/22
EMERGENCY SWITCHBOARD
IN SECONDFLOOR
ELECTRICALROOM
PROPOSEDPG&E TRANSFORMER
1.5MVA, 12KV/480V
ELECTRICALAND
DATAROOM
SPACE IN
SECOND FLOOR
ELECTRICAL
AND DATA ROOM
SPACE IN BLDGA
ELECTRICAL
AND DATA ROOMS
SPACE BLDGD
ELECTRICAL
AND DATA ROOM
SPACE IN BLDGB
ELECTRICALPANEL
FOR SPORTSFIELD
LIGHTINGAND EQUIPMENT
PG&ETRANSFORMER
SECONDARYDUCT
SPORTS FIELD LIGHTINGC ONTROL
AND MONITORING CABINET
SURGE PROTECTION
DEVICEFORSPORTS
FIELD LIGHTING
SPORTSFIELD
LIGHT FIXTURE
DATA
ENCLOSURE
Z1 Z1
Z2
Z2
Z1
Z2
Z2
Z1Z1
Z1
(E) OUTDOORGENERATOR
MAINSWITCHBOARD
2000A / 480/277V
3/4W
IN SECONDFLOOR
ELECTRICALROOM
2
E7.15
3
E7.15
1
E7.15
3
E7.13
4
E7.13
ELECTRICAL
AND DATA ROOM
SPACE BLDGC
DATAROOM
BLDGCELECTRICAL
AND DATA ROOMS
SPACE IN BLDGB
ELECTRICAL
ROOM BLDGC
DATAROOM
INBLDG E
2
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG CG
CG
CG
H1
H1
H1
H1
H1
CG
CGCG
CGCG
CG
CGCG
CG
H1
H1
H1
H1
H1
H1CGCG
CG
CGCG
CGCG
CG CG
H1H1
H1H1
H1H1
CG
CGCG
CGCG
CGCGCG
CG
C G C G
CG
CF1
CF1CF1
CGCGCG
CGCG
C G C G
CG
CG
CG
CGCGCGCG CGCGCGCGCGCG CGCGCGCG CGCGCGCG CGCGCGCG CGCGCGCG CGCGCGCG CGCGCGCG CGCGCG CGCGCGCG
CH
CH
CH
CH
CH
CGCG
CG
CG
CG
CGCG
CGCG
EMCF1
2
1
LCP
CG
CG
CG
CG
CG
CG
CG
CG
SHEET NOTES
GENERAL NOTES
A. PG&E, AT&T ANDCO MCAST SERVICE UTILITIES ARE SHOWN IN SCHEMATIC FORM
ONLY. THE CONTRACTORIS RESPONSIBLE AND SHALL COORDINATE& VERIFY ALL
SPECIFICREQUIREMENTS WITHEACH UTILITY COMPANY'S ENGINEEREDPLANSAND
SPECIFICATIONSPRIORTO START OFCONSTRUCTION AND PROVIDE ALL FACILITIES
PER EACHUTILITYCOMPANY'SRULES, REGULATIONS,STANDARDSAND SPECIFIC
INSTRUCTIONS.
B. THE CONTRACTORSHALLBE RESPONSIBLE TOCOORDINATE AND VERIFYALL
TRENCHLOCATIONS, DEPTHSANDROUTINGWITH ALL TRADESPRIOR TO,AND
DURING CONSTRUCTION.
C. THE CONTRACTORSHALLBE RESPONSIBLE FOR ALL DAMAGETO (E)
UNDERGROUND SYSTEMS (GAS, WATER, TELEPHONE, ELECTRICAL, SEWER,ETC.).
THE CONTRACTORSHALLREPAIR AND PAY ALL EXPENSESFORDAMAGE TO(E)
UNDERGROUND SYSTEMS ASA RESULT OF(N)WORK.REPAIR TO DAMAGED
UNDERGROUND SYSTEMS SHALL BE TO THE SATISFACTIONANDWITHOUT
ADDITIONAL EXPENSE TO THE SCHOOL DISTRICT.
D. SEE SINGLELINE DIAGRAM FOR FEEDERCONDUIT& CONDUCTORSIZES.
E. SEE SYSTEMS DIAGRAMSFORCABLINGREQUIREMENTS FOR DATA, TELEPHONE,
CATV, CLOCK/PASYSTEMS, CCTVANDALL OTHERLOWVOLTAGESYSTEMS.
F. THE CONTRACTORSHALLCOORDINATE ALL ELECTRICAL, TELEPHONE,ANDDATA
SERVICE INSTALLATION AND/OR DEMOLITIONWITH PG&E, AT&T, AND COMCAST.
G. PROVISIONSSHALLBE MADE TO DISCONNECTEXISTING SERVICE EQUIPMENTAND
RECONNECT NEW SERVICE EQUIPMENT WITHMINIMA LPO WERDISR UPTION.
H. STUBA MINIMUMOF FOUR(4)4" CONDUITSANDTWO (2)31/2" CONDUITSINTO ANEXTERIORPULLBOXADJACENT TONEW SWITCHBOARD.
I. COORDINATEEXACTLOCATIONSOF ALL ARCHITECTURAL,MECHANICAL,PLUMBING,LANDSCAPING AND CIVIL EQUIPMENT WITHA RCHITECTURAL, MECHANICAL,
PLUMBING, LANDSCAPING ANDCIVILDRAWINGS.
J. CERTAIN FEEDERANDBRANCH CIRCUIT WIRESIZES HAVE BEENOVERSIZEDTO
COMPENSATEFORVOLTAGEDROP. SPLICEWIRESTO COMPATIBLESIZESFOR
TERMINATION,ADJACENT TO EQUIPMENTCONNECTAS REQUIRED.
K. ALL CIRCUITSGREATERTHAN 100'IN LENGTHSHALLBE #10 AWG MINIMUM,U.O.N.
L. ALL EXTERIOR LIGHTING CIRCUITS GREATERTHAN100'IN LENGTHSHALLBE#8
AWG MINIMUM, U.O.N.
M. CONTRACTORTO CIRCUIT ALL EXTERIOREMERGENCYLIGHTING FIXTURESTO
EMERGENCY INVERTERLOCATEDIN BUILDINGE ELECTRICAL ROOM. CONTRACTOR
SHALL PROVIDE ALL PARTS AND PIECESNECESSARYFOR AFULLY FUNCTIONAL
EMERGENCY LIGHTINGINVERTER SYSTEM.SEEDETAIL ON E7.19FORMORE
INFORMATION.COORDINATE AND VERIFYWITH THE ELECTRICALENGINEERTHE
EXACT QUANTITIESAND LOCATIONSOF THE FIXTURESTHAT WILLBE CONNECTEDTOTHE EMERGENCYLIGHTING INVERTERPRIORTO ORDERINGTHE LIGHTING
INVERTER.
N. THESE DRAWINGSARE ORIGINALLY FORMATTED FOR 22X34 PAPER.DRAWINGS
PRINTED ATSIZE ON 11X17PAPERSHOULD BEDOUBLE THE SCALE RATIO
INDICATED ONTHE DRAWINGS.
1 CIRCUIT EXTERIOR PARKING LOT LIGHTINGTOLIGHTINGCONTROLPANELIN
BUILDING'E'
THE CONTRACTOR SHALL PROVIDE POLE OR BUILDINGMOUNTEDLEDFLOODLIGHT
FOR STAGE AREA.COORDINATE SWITCHLOCATIONS WITH OWNER PRIOR TO
INSTALLATION.
2
1100 47th AvenueEmeryville, CA 94608
NO.NO.NO.NO. DATEDATEDATEDATE ISSUES AND REVISIONSISSUES AND REVISIONSISSUES AND REVISIONSISSUES AND REVISIONS
DATE:
DRAWN BY:
PROJECT NUMBER:
SHEET TITLE
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIALAPPEARINGHEREIN
CONSTITUTE ORIGINAL AND UNPUBLISHEDWORKOFTHE
ARCHITECT AND MAY NOT BE DUPLICATED,USEDOR
DISCLOSED WITHOUT WRITTEN CONSENTOFTHE ARCHITECT
TRUENORTH
PROJECTNAME
PROJECTNORTH
Emeryville Centerof Community Life
APPROVALS
DSA PROJECT TRACKING#
KEY PLAN
ADDRESS
CHECKED BY:
CONSULTANT
dskarchitects
1 . 06 .08 .2012
BLDG
C
BLDG
A
BLDGB
BLDG
DBLDG
E
2.50% SCHEMATICDESIGN
02.08.2013 50% DESIGN DEVELOPMENT
DESIGN/BUILD
DOCUMENTS
NOT FOR
CONSTRUCTION
3 . 0 3. 22 .2 01 3 9 0% D D PR IC ING SE T4. 04 .18 .2013 100% D ESIG N D EV ELO PMENT7 . 0 5. 06 . 20 13 P LA NN IN G A P PL IC AT IO N
1EXTERIOR LIGHTING GROUND LEVELSCALE: 1/32" = 1'0"
E1.02168 640 32
SCALE: 1/32" = 1'0"
7/28/2019 ECCL Section 3 Lighting Mech Planning
2/22
CHCH
CHCH
CH
H1
H1H1
H1
H1
H1
H1
H1
H1
H1CHCH
CH
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG CG CG CG
CG
CG
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
CH
H1
H1
CG
CG
CG
CG
CG
CG
CG
CG
CG
CGCG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CGCG
CG
CGCG
CG
CG
CG
CG
CG
CG
H1
CHCH H1
H1
H1
H1
H1H1H1H1H1H1
H1
H1
H1
H1
H1H1H1H1
H1
CG
CG
CG
CG
CG
CG
H1 H1H1
H1 H1 H1 H1
H1
H1 H1H1
H1
H1
H1
H1
H1
H1 H1 H1
H1 H1 H1
H1
H1
H1
H1
H1
H1
H1 H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
SEE ARCHITECTURAL DOCUMENTS FOR EXACT PLACEMENT OF ALLLIGHT FIXTURES, EXPOSED CONTROL DEVICES AND LIGHTSWITCHES. VERIFY CEILING TYPE WI TH ARCHITECTURALDOCUMENTS AND COORDINATE TRIMS. PROVIDE ALL REQUIREDFIXTURE MOUNTING HARDWARE. COORDINATE FIXTURE TYPES WITHMOUNTING SURFACE PRIOR TO ORDERING.
GENERAL NOTES
1.
3. SEE DETAIL SHEETS FOR LIGHT FIXTURE MOUNTING DETAILS.
4.
PENDANT FIXTURES SHALL BE FREE TO SWING A MINIMUM OF 45DEGREES FROM THE VERTICAL IN ALL DIRECTIONS WITHOUTCONTACTING OBSTRUCTIONS, OTHERWISE PROVIDE SEISMICRESTRAINT.
2.
ALL CIRCUITS GREATER THAN 100' IN LENGTH SHALL BE #10 AWG MINIMUM,U.O.N.
THESE DRAWINGS ARE ORIGINALLY FORMATTED FOR 22X34 PAPER.DRAWINGS PRINTED AT SIZE ON 11X17 PAPER SHOULD BE DOUBLE THESCALE RATIO INDICATED ON THE DRAWINGS.
5.
1100 47th AvenueEmeryville, CA 94608
NO.NO.NO.NO. DATEDATEDATEDATE ISSUES AND REVISIONSISSUES AND REVISIONSISSUES AND REVISIONSISSUES AND REVISIONS
DATE:
DRAWN BY:
PROJECT NUMBER:
SHEET TITLE
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIALAPPEARINGHEREIN
CONSTITUTE ORIGINAL AND UNPUBLISHEDWORKOFTHE
ARCHITECT AND MAY NOT BE DUPLICATED,USEDOR
DISCLOSED WITHOUT WRITTEN CONSENTOFTHE ARCHITECT
TRUENORTH
PROJECTNAME
PROJECTNORTH
Emeryville Centerof Community Life
APPROVALS
DSA PROJECT TRACKING#
KEY PLAN
ADDRESS
CHECKED BY:
CONSULTANT
dskarchitects
1 . 06 .08 .2012
BLDG
C
BLDG
A
BLDGB
BLDG
DBLDG
E
2.50% SCHEMATICDESIGN
02.08.2013 50% DESIGN DEVELOPMENT
DESIGN/BUILD
DOCUMENTS
NOT FOR
CONSTRUCTION
3 . 0 3. 22 .2 01 3 9 0% D D PR IC ING SE T4. 04 .18 .2013 100% D ESIG N D EV ELO PMENT7 . 0 5. 06 . 20 13 P LA NN IN G A P PL IC AT IO N
1EXTERIOR LIGHTING 1ST FLOORSCALE: 1/32" = 1'?0"
E1.03168 640 32
SCALE: 1/32" = 1'0"
7/28/2019 ECCL Section 3 Lighting Mech Planning
3/22
CH CHCH CH CH
CH
CH
CH
CH CH
CH CH
CJ
CJ
CJ
CJ
CJ
CJ
SEE ARCHITECTURAL DOCUMENTS FOR EXACT PLACEMENT OF ALLLIGHT FIXTURES, EXPOSED CONTROL DEVICES AND LIGHTSWITCHES. VERIFY CEILING TYPE WI TH ARCHITECTURALDOCUMENTS AND COORDINATE TRIMS. PROVIDE ALL REQUIREDFIXTURE MOUNTING HARDWARE. COORDINATE FIXTURE TYPES WITHMOUNTING SURFACE PRIOR TO ORDERING.
GENERAL NOTES
1.
3. SEE DETAIL SHEETS FOR LIGHT FIXTURE MOUNTING DETAILS.
4.
PENDANT FIXTURES SHALL BE FREE TO SWING A MINIMUM OF 45DEGREES FROM THE VERTICAL IN ALL DIRECTIONS WITHOUTCONTACTING OBSTRUCTIONS, OTHERWISE PROVIDE SEISMICRESTRAINT.
2.
ALL CIRCUITS GREATER THAN 100' IN LENGTH SHALL BE #10 AWG MINIMUM,U.O.N.
THESE DRAWINGS ARE ORIGINALLY FORMATTED FOR 22X34 PAPER.DRAWINGS PRINTED AT SIZE ON 11X17 PAPER SHOULD BE DOUBLE THE
SCALE RATIO INDICATED ON THE DRAWINGS.
5.
1100 47th AvenueEmeryville, CA 94608
NO.NO.NO.NO. DATEDATEDATEDATE ISSUES AND REVISIONSISSUES AND REVISIONSISSUES AND REVISIONSISSUES AND REVISIONS
DATE:
DRAWN BY:
PROJECT NUMBER:
SHEET TITLE
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIALAPPEARINGHEREIN
CONSTITUTE ORIGINAL AND UNPUBLISHEDWORKOFTHE
ARCHITECT AND MAY NOT BE DUPLICATED,USEDOR
DISCLOSED WITHOUT WRITTEN CONSENTOFTHE ARCHITECT
TRUENORTH
PROJECTNAME
PROJECTNORTH
Emeryville Centerof Community Life
APPROVALS
DSA PROJECT TRACKING#
KEY PLAN
ADDRESS
CHECKED BY:
CONSULTANT
dskarchitects
1 . 06 .08 .2012
BLDG
C
BLDG
A
BLDGB
BLDG
DBLDG
E
2.50% SCHEMATICDESIGN
02.08.2013 50% DESIGN DEVELOPMENT
DESIGN/BUILD
DOCUMENTS
NOT FOR
CONSTRUCTION
3 . 0 3. 22 .2 01 3 9 0% D D PR IC ING SE T4. 04 .18 .2013 100% D ESIG N D EV ELO PMENT7 . 0 5. 0 6. 20 13 P LA NN IN G A P PL IC AT IO N
1EXTERIOR LIGHTING 2ND FLOORSCALE: 1/32" = 1'?0"
E1.04168 640 32
SCALE: 1/32" = 1'0"
7/28/2019 ECCL Section 3 Lighting Mech Planning
4/22
FIXTURE
CODE
LAMP
WATTS
LAMPTYPE VOLTS DESCRIPTION MOUNTING MANUFACTURER REMARKS LOCATIONS
Z1 LED 277 POLE GARDCO GULLWING
GL18 1 4 130LA NW
UNIV(COLOR AS
DIRECTEDBYTHE
ARCHITECT)
PARKING LOTPOLEMOUNTEDCOSMOPOLIS LEDFIXTURE.TYPE4
DISTRIBUTION. DIECAST ALUMINUMHOUSING.
ABRASIONRESISTANTPOWDERCOATFINISH.
TEMPEREDGLASSLENS.UL WET LISTED.HIGH
REFLECTANCE ALUMINUMREFLECTOR.
130W
LIGHT FIXTURE SCHEDULE $ EXTERIOR
PROVIDE 20'$0"TALL,5" CRUCIFORM
POLEFORMOUNTING FIXTURE.
FINISHOF POLESHALLMATCH
FIXTURE.
Z2 LED 277 POLE GARDCO GULLWING
GL18 2 4 130LA NW
UNIV(COLOR AS
DIRECTEDBYTHE
ARCHITECT)
PARKING LOTDOUBLEHEADPOLE MOUNTEDCOSMOPOLIS
LEDFIXTURE. TYPE4DISTRIBUTION.DIECAST
ALUMINUMHOUSING. ABRASIONRESISTANT
POWDERCOATFINISH.TEMPERED GLASSLENS.UL
WET LISTED. HIGHREFLECTANCEALUMINUM
REFLECTOR.
230W PROVIDE 20'$0" TALL, 5" CRUCIFORM
POLEFORMOUNTING FIXTURE.
FINISHOF POLESHALLMATCH
FIXTURE.
H1 55W LED 277 GARDCO
101L$3$55LA$NW$UNIV
WALL
MOUNTED
EXTERIORWALL
MOUNTED
16$1/4"Wx 7"Hx 9"DQUARTERTRAPEZOIDAL WEDGE
SHAPEDLEDSCONCE, DIE$CASTALUMINUM
HOUSING (COLORAS DIRECTEDBY THE ARCHITECT).
SPECULARFACETEDREFLECTOR,IMPACT
RESISTANT TEMPEREDGLASS LENS,FULLY
GASKETED, UL/ CULWET LABEL, WIDETHROW
DISTRIBUTION. CONSTANTWATTAGEUNIVERSAL
VOLTAGE ELECTRONICDRIVER.
CG BEGA
6503 LED31W36W LED 277 SURFACE EXTERIOR
CANOPY
CH
CJ
EXTERIOR
CANOPY
EXTERIORHIGH
CANOPY
SF1 SPORTSFIELD
LED 277
LED 277
RECESSED KIRLIN
LRR$08440
38W
BEGA PRODUCT, TWO PIECE DIE$CASTALUMINUM
PROVIDEDWITH MEANS FOR DIRECT ATTACHMENT
TOTHECEILING OVER OCTAGONAL WIRINGBOX.
TEMPEREDCLEARGLASS,RETAINEDBY A ONE
PIECE,DIE$CAST ALUMINUMSTEP BAFFLEFRAME.
SUITABLEFORWET LOCATIONS. PROTECTION
CLASS IP65.
SURFACE
SEALEDANDGASKETED LED DOWNLIGHT.SUITABLE
FOR WET LOCATIONS.PROTECTIONCLASS IP65.
CREE
ESA C10 WD S28D277
10" CYLINDERDOWN LIGHT DESIGNEDFOR28 HIGH
OUTPUTLEDS.TWO PIECEOPTICALASSEMBLY
PROVIDESA BROAD, EVENLIGHTDISTRIBUTION,
COMBINING LOW BRIGHTNESS, WITHMAXIMUM
VISUALCUTOFF AND EFFICIENCY. SUITABLEFOR
WET LOCATIONS.PROTECTION CLASS IP65.
POLE MUSCO
1500MZLSG480V
/ 3PH
METAL
HALIDE
9000W MUSCO SPORTSFIELDPOLE MOUTEDLIGHT
FIXTURE WITH (6) 1500 WATTMETALHALIDE LAMPS.
REFER TODETAILSSHEETSFOR
ADDITIONALINFORMATION.
54W
CF1 KENALL
MR17FL PIA 40L35K
277
40W LED 277 SURFACE STAIRCASE
EMCF1
MR17SERIES $LEDLOW PROFILEHOUSING.
HIGH$BRIGHTNESS ANSI3500K, WHITE LEDARRAY.
277VHIGH POWER FACTORELECTRONIC DRIVER.
KENALL
MR17FL PIA 40L35K
277 LEL
40W LED 277 SURFACE STAIRCASESAMEAS FIXTURE TYPE'CF1' WITH INTEGRAL
EMERGENCYBATTERYPACK ON UNSWITCHEDHOT
FROMSAME LIGHTINGCIRCUITAS FIXTURE.
1100 47th AvenueEmeryville, CA 94608
NO.NO.NO.NO. DATEDATEDATEDATE ISSUES AND REVISIONSISSUES AND REVISIONSISSUES AND REVISIONSISSUES AND REVISIONS
DATE:
DRAWN BY:
PROJECT NUMBER:
SHEET TITLE
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIALAPPEARINGHEREIN
CONSTITUTE ORIGINAL AND UNPUBLISHEDWORKOFTHE
ARCHITECT AND MAY NOT BE DUPLICATED,USEDOR
DISCLOSED WITHOUT WRITTEN CONSENTOFTHE ARCHITECT
TRUENORTH
PROJECTNAME
PROJECTNORTH
Emeryville Centerof Community Life
APPROVALS
DSA PROJECT TRACKING#
KEY PLAN
ADDRESS
CHECKED BY:
CONSULTANT
dskarchitects
1 . 06 .08 .2012
BLDG
C
BLDG
A
BLDGB
BLDG
DBLDG
E
2.50% SCHEMATICDESIGN
02.08.2013 50% DESIGN DEVELOPMENT
DESIGN/BUILD
DOCUMENTS
NOT FOR
CONSTRUCTION
3 . 0 3. 22 .2 01 3 9 0% D D PR IC ING SE T4. 04 .18 .2013 100% D ESIG N D EV ELO PMENT7 . 0 5. 06 . 20 13 P LA NN IN G A P PL IC AT IO N
E5.01C
7/28/2019 ECCL Section 3 Lighting Mech Planning
5/22
CONTRACTOR SHALL ENGAGE FOUNDATION DESIGNER. POLE BASE FOUNDATION & REBAR SHALL BE DESIGNEDBY QUALIFIED FOUNDATION DESIGNER WHO IS FAMILIAR WITH SOIL CONDITIONS AND POLE LOADING.
3FLUSH LIGHT POLE BASENOT TO SCALE
NOTE 1. BELOWSEE DETAIL
MINIMUM
MINIMUM 5'6"
DETAIL NOTES
1.
NOTE 1. BELOWSEE DETAIL
1'6"
POURING CONCRETECAP CONDUITS BEFORE
FINISHED GRADE
HAND HOLE
BASE COVER
RIGID STEEL ELBOWS WRAP
VERT REBARS #4, GRADE 40 MINIMUM
CONCRETE BASE MINIMUM 3500 PSI,COMPRESSIVE STRENGTH 28 DAYS MIN
WITH PVC TAPE OVERLAP 50%
GROUND CONDUCTOR
PVC SCH40 FROM RIGID STEEL ELBOWS TO
NEXT FIXTURE (SEE PLAN)
GROUNDING LUG
GROUT
BUSHING
LUMINAIRE POLE
CIRCLE WITH POLE MANUFACTURERANCHOR BOLTS VERIFY BOLT SIZE & BOLT
TIES REBARS #4, GRADE 40 MINIMUM
0'4"
4RAISED LIGHT POLE BASENOT TO SCALE
CONTRACTOR SHALL ENGAGE FOUNDATION DESIGNER. POLE BASE FOUNDATION & REBAR SHALL BE DESIGNEDBY QUALIFIED FOUNDATION DESIGNER WHO IS FAMILIAR WITH SOIL CONDITIONS AND POLE LOADING.
NOTE 1. BELOWSEE DETAIL
MINIMUM
MINIMUM 5'6"
DETAIL NOTES1.
NOTE 1. BELOWSEE DETAIL
1'6"
POURING CONCRETECAP CONDUITS BEFORE
FINISHED GRADE
HAND HOLE
BASE COVER
RIGID STEEL ELBOWS WRAP
VERT REBARS #4, GRADE 40 MINIMUM
CONCRETE BASE MINIMUM 3500 PSI,COMPRESSIVE STRENGTH 28 DAYS MIN
WITH PVC TAPE OVERLAP 50%
GROUND CONDUCTOR
PVC SCH40 FROM RIGID STEEL ELBOWS TONEXT FIXTURE (SEE PLAN)
GROUNDING LUG
GROUT
BUSHING
LUMINAIRE POLE
CIRCLE WITH POLE MANUFACTURERANCHOR BOLTS VERIFY BOLT SIZE & BOLT
TIES REBARS #4, GRADE 40 MINIMUM
3'0"
1NOT USEDNOT TO SCALE
2NOT USEDNOT TO SCALE
1100 47th AvenueEmeryville, CA 94608
NO.NO.NO.NO. DATEDATEDATEDATE ISSUES AND REVISIONSISSUES AND REVISIONSISSUES AND REVISIONSISSUES AND REVISIONS
DATE:
DRAWN BY:
PROJECT NUMBER:
SHEET TITLE
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIALAPPEARINGHEREIN
CONSTITUTE ORIGINAL AND UNPUBLISHEDWORKOFTHE
ARCHITECT AND MAY NOT BE DUPLICATED,USEDOR
DISCLOSED WITHOUT WRITTEN CONSENTOFTHE ARCHITECT
TRUENORTH
PROJECTNAME
PROJECTNORTH
Emeryville Centerof Community Life
APPROVALS
DSA PROJECT TRACKING#
KEY PLAN
ADDRESS
CHECKED BY:
CONSULTANT
dskarchitects
1 . 06 .08 .2012
BLDG
C
BLDG
A
BLDGB
BLDG
DBLDG
E
2.50% SCHEMATICDESIGN
02.08.2013 50% DESIGN DEVELOPMENT
DESIGN/BUILD
DOCUMENTS
NOT FOR
CONSTRUCTION
3 . 0 3. 22 .2 01 3 9 0% D D PR IC ING SE T4. 04 .18 .2013 100% D ESIG N D EV ELO PMENT7 . 0 5. 06 . 20 13 P LA NN IN G A P PL IC AT IO N
E7.13
7/28/2019 ECCL Section 3 Lighting Mech Planning
6/22
Ground Line
Steel Pole
Pre-StressedConcrete Base
Concrete Backfill
Bury Depth
HoleDiameter
ExistingSoil C onditions
Note:
Foundation design based onassumed soil conditions ofClass 5 Material per IBC or
UBC.
Concrete backfill must have aminimumcompressivestrength of 3000psi after 28
days.
PoleLocations
#Fixtures
per PoleBase
WeightHole
Diameter
BurialDepth
Dressed PoleWeight*
*Weight of steel pole
and fixtures.
A1, A2, B1,B2, C1, C2
6 3810 30" 14' 2279
Mounting
Height
80'
Prelimina
ryFound
ation
Detail
Notf
orConstr
uction
10 ft
(3 m)
2 ft
(600 mm)
Galvanized steelpole
Precas t concretebase
Musco Light-Structure System pole(s)Green Generation luminaires
80FT
Ground level
Electrical
componentsenclosure
Poletop luminaire
assembly
(6) 1500 W METAL HALIDE MUSCO
POLES A1, A2, B1, B2,
C1, C2
2MUSCO FOUNDATION DETAILSNOT TO SCALE
3LUMINAIRE ASSEMBLY
MUSCO TYPICAL POLETOP
NOT TO SCALE
1CONTROL-LINK CONTROL AND MONITORING SYSTEM - DIGTIAL CELLULAR AND SCHEDULESNOT TO SCALE
2E7.15
POLE DEPTH AND SLURRY
REQUIREMENTS SHALL BE PERGEOTECH REPORT,STRUCTURAL ENGINEER AND
MUSCO'S ENGINEERINGDOCUMENTS
NO. DATE
DATE:
DRAWN BY:
PROJ ECT NU
SHEET TITLE
SHEET NUMB
ALL DRAWINGS A
CONSTITUTE ORIG
ARCHITECT AND
DISCLOSED WITH
PROJECT NAM
APPROVALS
DSA PROJECT
KEY PLAN
ADDRESS
CHECKED BY
CONSULTANT
1. 06.08
BLDGE
2. 02.08
DE
D
CON
3. 03.22.4. 04.18. . .
7/28/2019 ECCL Section 3 Lighting Mech Planning
7/22
EXTERNAL INPUT CIRCUIT BREAKER
PROTECTING SYSTEM MUST BE A
THERMALMAGNETIC MOLDED CASE,HIGH INRUSH TYPE (TRIP CURVE D)
24kW EMERGENCY INVERTER
*
*
AC INPUT DATA
FEATURES BATTERY DATA AC OUTPUT DATATOTAL OUTPUTLOAD NOT TOEXCEED UNITVA
124kW EMERGENCY INVERTER (MODEL NO. 277277E3.75BD2014Z)NOT TO SCALE
1100 47th AvenueEmeryville, CA 94608
NO.NO.NO.NO. DATEDATEDATEDATE ISSUES AND REVISIONSISSUES AND REVISIONSISSUES AND REVISIONSISSUES AND REVISIONS
DATE:
DRAWN BY:
PROJECT NUMBER:
SHEET TITLE
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIALAPPEARINGHEREIN
CONSTITUTE ORIGINAL AND UNPUBLISHEDWORKOFTHE
ARCHITECT AND MAY NOT BE DUPLICATED,USEDOR
DISCLOSED WITHOUT WRITTEN CONSENTOFTHE ARCHITECT
TRUENORTH
PROJECTNAME
PROJECTNORTH
Emeryville Centerof Community Life
APPROVALS
DSA PROJECT TRACKING#
KEY PLAN
ADDRESS
CHECKED BY:
CONSULTANT
dskarchitects
1 . 06 .08 .2012
BLDGC
BLDG
ABLDG
B
BLDG
DBLDG
E
2.50% SCHEMATICDESIGN
02.08.2013 50% DESIGN DEVELOPMENT
DESIGN/BUILD
DOCUMENTS
NOT FOR
CONSTRUCTION
3 . 0 3. 22 .2 01 3 9 0% D D PR IC ING SE T4. 04 .18 .2013 100% D ESIG N D EV ELO PMENT7 . 0 5. 06 . 20 13 P LA NN IN G A P PL IC AT IO N
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