spokane transit authority · pdf filespokane transit authority 1230 west boone avenue spokane,...

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SPOKANE TRANSIT AUTHORITY1230 WEST BOONE AVENUESPOKANE, WA 99201(509) 325-6049CONTACT - JESSICA CHARLTON([email protected])

CIVIL ENGINEER (PRIMARY CONTACT):COFFMAN ENGINEERS, INC.10 NORTH POST STREET, SUITE 500SPOKANE, WA 99201(509) 328-2994CONTACT - CARSTON MORTENSON([email protected])

SPOKANE TRANSIT AUTHORITYSTA MIRABEAU & FIVE MILE REAL TIME SIGNS

PROJECT # 16-STA-545Contact Information:

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LASTING creativity | results | relationships

coffman.com

fax 509.328.2999ph 509.328.2994

Spokane, WA 9920110 N. Post Street, Suite 500

FIVE MILE PARK N RIDE MIRABEAU PARK N RIDE

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coffman.com

fax 509.328.2999ph 509.328.2994


SYMBOLS LEGEND ELECTRICAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS

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1.MOUNTING HEIGHTS OF DUPLEX RECEPTACLES AND OTHER OUTLETS SHALL BE 16" TO BOTTOM MOUNTING HEIGHTS OF DUPLEX RECEPTACLES AND OTHER OUTLETS SHALL BE 16" TO BOTTOM OF BOX, UNLESS OTHERWISE NOTED. 2.CATALOG NUMBERS USED SHALL BE AS NOTED OR APPROVED EQUALS. CATALOG NUMBERS USED SHALL BE AS NOTED OR APPROVED EQUALS. 3.CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES. CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES. 4.CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIAL FOR COMPLETE WIRING SYSTEMS AS CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIAL FOR COMPLETE WIRING SYSTEMS AS SHOWN OR SPECIFIED. 5.INSTALLATION SHALL COMPLY WITH NEC 2008 AND LOCAL CODES. INSTALLATION SHALL COMPLY WITH NEC 2008 AND LOCAL CODES. 6.CONTRACTOR TO REFER TO MANUFACTURES DOCUMENTS FOR ADDITIONAL DATA PRIOR TO CONTRACTOR TO REFER TO MANUFACTURES DOCUMENTS FOR ADDITIONAL DATA PRIOR TO STARTING ROUGH-IN. 7.CONTRACTOR TO PROVIDE ALL RECEPTACLES, CORDS, CORD CAPS, SWITCHES AND WIRING CONTRACTOR TO PROVIDE ALL RECEPTACLES, CORDS, CORD CAPS, SWITCHES AND WIRING UNLESS OTHERWISE NOTED.

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SHEET NOTE RACEWAY CONCEALED IN WALL/CEILING RACEWAY CONCEALED IN/BELOW FLOOR CONDUIT UP,VERTICAL TRANSITION CONDUIT DOWN,VERTICAL TRANSITION CONDUIT CAPPED FLEXIBLE CONDUIT HOME RUN X = PANELBOARD # =BRANCH CIRCUIT NUMBER(S) JUNCTION BOX SURFACE RACEWAY (DEVICES SHOWN) FLUSH FLOOR BOX (DEVICES SHOWN) VAULT TRANSFORMER CURRENT TRANSFORMER NORMALLY OPEN CONTACTOR NORMALLY CLOSED CONTACTOR CIRCUIT BREAKER NUMBER INDICATES TRIP AND POLES DISCONNECT SWITCH FUSE WITH RATING FUSED DISCONNECT WITH RATING MOTOR THERMAL OVERLOADS GROUND CONNECTION AUTOMATIC TRANSFER SWITCH POWER METER RELAY VARIABLE FREQUENCY DRIVE FEEDER CALLOUT LIGHTING CONTROL PANEL RELAY CALLOUT CARD READER KEYPAD SECURITY MONITOR CCTV SECURITY VIDEO CAMERA SPEAKER VR- VANDAL RESISTANT WALL-MOUNTED SPEAKER INTERCOM AUDIO MUSIC SOURCE CLOCK

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BASIC MATERIALS AND METHODS PART 1 -- GENERAL 1.01 REFERENCES REFERENCES A.UNDERWRITERS LABORATORIES INC.: UNDERWRITERS LABORATORIES INC.: UL 6RIGID STEEL CONDUIT. RIGID STEEL CONDUIT. UL 797ELECTRICAL METALLIC TUBING. ELECTRICAL METALLIC TUBING. B.AMERICAN NATIONAL STANDARDS INSTITUTE: AMERICAN NATIONAL STANDARDS INSTITUTE: ANSI/NEMA FB 1FITTINGS AND SUPPORTS FOR CONDUIT AND CABLE ASSEMBLIES. FITTINGS AND SUPPORTS FOR CONDUIT AND CABLE ASSEMBLIES. ANSI/NEMA OS 1SHEET-STEEL OUTLET BOXES, DEVICE BOXES, COVERS AND BOX SUPPORTS. SHEET-STEEL OUTLET BOXES, DEVICE BOXES, COVERS AND BOX SUPPORTS. ANSI C80.1RIGID STEEL CONDUIT. RIGID STEEL CONDUIT. ANSI C80.3ELECTRICAL METALLIC TUBING. ELECTRICAL METALLIC TUBING. C.NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION: NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION: NEMA WC 5THERMOPLASTIC INSULATED WIRE AND CABLE FOR THE THERMOPLASTIC INSULATED WIRE AND CABLE FOR THE TRANSMISSION AND DISTRIBUTION OF ELECTRICAL ENERGY. 1.02 SUPPORT SYSTEMS SUPPORT SYSTEMS A.SUPPORT SYSTEMS SHALL BE ADEQUATE FOR WEIGHT OF EQUIPMENT AND CONDUIT, INCLUDING WIRING, SUPPORT SYSTEMS SHALL BE ADEQUATE FOR WEIGHT OF EQUIPMENT AND CONDUIT, INCLUDING WIRING, WHICH THEY CARRY. 1.03 SUBMITTALS SUBMITTALS A.SUBMIT ON THE FOLLOWING: SUBMIT ON THE FOLLOWING: 1.SIGN POLES SIGN POLES PART 2 -- PRODUCTS 2.01 RIGID METAL CONDUIT AND FITTINGS RIGID METAL CONDUIT AND FITTINGS A.GALVANIZED RIGID STEEL CONDUIT: UL 6 AND ANSI C80.1; THICK WALL STEEL, HOT-DIP GALVANIZED, GALVANIZED RIGID STEEL CONDUIT: UL 6 AND ANSI C80.1; THICK WALL STEEL, HOT-DIP GALVANIZED, THREADED. B.FITTINGS AND CONDUIT BODIES: ANSI/NEMA FB 1; THREADED TYPE, MATERIAL TO MATCH CONDUIT. FITTINGS AND CONDUIT BODIES: ANSI/NEMA FB 1; THREADED TYPE, MATERIAL TO MATCH CONDUIT. C.INTERMEDIATE METAL CONDUIT (IMC): UL 1242 AND ANSI C80; STEEL, HOT DIPPED GALVANIZED, INTERMEDIATE METAL CONDUIT (IMC): UL 1242 AND ANSI C80; STEEL, HOT DIPPED GALVANIZED, THREADED. 2.02 ELECTRICAL METALLIC TUBING (EMT) AND FITTINGS ELECTRICAL METALLIC TUBING (EMT) AND FITTINGS A.EMT: UL 797 AND ANSI C80.3; STEEL TUBING, HOT-DIP GALVANIZED. EMT: UL 797 AND ANSI C80.3; STEEL TUBING, HOT-DIP GALVANIZED. B.FITTINGS: ANSI/NEMA FB 1; STEEL, RAINTIGHT, INSULATED THROAT, COMPRESSION TYPE. FITTINGS: ANSI/NEMA FB 1; STEEL, RAINTIGHT, INSULATED THROAT, COMPRESSION TYPE. 2.03PVC CONDUIT PVC CONDUIT A.PVC SCHEDULE 40 IS ACCEPTABLE. PVC SCHEDULE 40 IS ACCEPTABLE. 2.04 FLEXIBLE METAL CONDUIT AND FITTINGS FLEXIBLE METAL CONDUIT AND FITTINGS A.FLEXIBLE METAL CONDUIT: FS WW-C-566; GALVANIZED STEEL. FLEXIBLE METAL CONDUIT: FS WW-C-566; GALVANIZED STEEL. B.LIQUIDTIGHT CONDUIT: FLEXIBLE METAL CONDUIT WITH COPPER BONDING TAPE AND WEATHERPROOF LIQUIDTIGHT CONDUIT: FLEXIBLE METAL CONDUIT WITH COPPER BONDING TAPE AND WEATHERPROOF JACKET. C.FITTINGS: ANSI/NEMA FB 1; STEEL, INSULATED THROAT. FITTINGS: ANSI/NEMA FB 1; STEEL, INSULATED THROAT. 2.05 CONDUIT SUPPORTS CONDUIT SUPPORTS A.CONDUIT CLAMPS, STRAPS, AND SUPPORTS: STEEL OR MALLEABLE IRON. CONDUIT CLAMPS, STRAPS, AND SUPPORTS: STEEL OR MALLEABLE IRON. 2.06 SUPPORTING DEVICES SUPPORTING DEVICES A.SUPPORT CHANNEL: ELECTRO-GALVANIZED, 12 GAUGE, 1-5/8" X 1-5/8" MINIMUM SIZE. SUPPORT CHANNEL: ELECTRO-GALVANIZED, 12 GAUGE, 1-5/8" X 1-5/8" MINIMUM SIZE. B.HARDWARE: CORROSION RESISTANT. HARDWARE: CORROSION RESISTANT. 2.07 BUILDING WIRE BUILDING WIRE A.THERMOPLASTIC-INSULATED BUILDING WIRE: NEMA WC 5. THERMOPLASTIC-INSULATED BUILDING WIRE: NEMA WC 5. 1.INTERIOR FEEDERS, BRANCH CIRCUITS #8 AND LARGER, AND CONTROL WIRING: COPPER, STRANDED INTERIOR FEEDERS, BRANCH CIRCUITS #8 AND LARGER, AND CONTROL WIRING: COPPER, STRANDED CONDUCTOR, 600 VOLT INSULATION, 90 DEGREE TYPE THHN/THWN. SOLID CONDUCTOR IS UNACCEPTABLE. 2.BRANCH CIRCUITS#10 AND #12 WIRING: COPPER, SOLID CONDUCTOR, 600 VOLT INSULATION, 90 BRANCH CIRCUITS#10 AND #12 WIRING: COPPER, SOLID CONDUCTOR, 600 VOLT INSULATION, 90 DEGREE TYPE THHN/THWN OR EQUIVALENT MC CABLE. 3.CONTROL PANEL WIRING: COPPER, STRANDED CONDUCTOR, 600 VOLT INSULATION, EXTRA FLEXIBLE CONTROL PANEL WIRING: COPPER, STRANDED CONDUCTOR, 600 VOLT INSULATION, EXTRA FLEXIBLE TYPE MTW. 2.08 IDENTIFICATION IDENTIFICATION A.TAPE LABELS: EMBOSSED ADHESIVE TAPE, 3/8 INCH, WHITE LETTERS ON BLACK BACKGROUND. TAPE LABELS: EMBOSSED ADHESIVE TAPE, 3/8 INCH, WHITE LETTERS ON BLACK BACKGROUND. B.WIRE AND CABLE MARKERS: CLOTH MARKERS, SPLIT SLEEVE OR TUBING TYPE. WIRE AND CABLE MARKERS: CLOTH MARKERS, SPLIT SLEEVE OR TUBING TYPE. PART 3 -- EXECUTION 3.02 CONDUIT INSTALLATION CONDUIT INSTALLATION A.CUT CONDUIT SQUARE USING A SAW OR PIPE CUTTER; DE_BURR CUT ENDS. CUT CONDUIT SQUARE USING A SAW OR PIPE CUTTER; DE_BURR CUT ENDS. B.BRING CONDUIT TO THE SHOULDER OF FITTINGS AND COUPLINGS AND FASTEN SECURELY. BRING CONDUIT TO THE SHOULDER OF FITTINGS AND COUPLINGS AND FASTEN SECURELY. C.CONDUIT TERMINATIONS AT SWITCHBOARDS, PULL BOXES, ETC., SHALL BE RIGIDLY SECURED USING CONDUIT TERMINATIONS AT SWITCHBOARDS, PULL BOXES, ETC., SHALL BE RIGIDLY SECURED USING LOCKNUTS AND METALLIC GROUNDING INSULATING BUSHINGS WHERE REQUIRED OR INDICATED ON DRAWINGS. D.USE CONDUIT BODIES TO MAKE SHARP CHANGES IN DIRECTION, AS AROUND BEAMS, ON APPROVAL OF USE CONDUIT BODIES TO MAKE SHARP CHANGES IN DIRECTION, AS AROUND BEAMS, ON APPROVAL OF ENGINEER ONLY. E.WHERE CONDUITS ENTER/EXIT FLOOR, PROVIDE THREADED COUPLING WITH UPPER END FLUSH WITH WHERE CONDUITS ENTER/EXIT FLOOR, PROVIDE THREADED COUPLING WITH UPPER END FLUSH WITH FINISHED FLOOR. INSTALL THREADED PLUGS IN UNUSED CONDUITS. F.USE HYDRAULIC ONE_SHOT CONDUIT BENDER OR FACTORY ELBOWS FOR BENDS IN CONDUIT LARGER USE HYDRAULIC ONE_SHOT CONDUIT BENDER OR FACTORY ELBOWS FOR BENDS IN CONDUIT LARGER THAN 1-1/4 INCH SIZE. G.USE SUITABLE CONDUIT CAPS TO PROTECT INSTALLED CONDUIT AGAINST ENTRANCE OF DIRT AND USE SUITABLE CONDUIT CAPS TO PROTECT INSTALLED CONDUIT AGAINST ENTRANCE OF DIRT AND MOISTURE. H.PROVIDE SUITABLE PULL STRING IN ALL SPARE AND DATA/COMMUNICATION CONDUITS INSTALLED OR PROVIDE SUITABLE PULL STRING IN ALL SPARE AND DATA/COMMUNICATION CONDUITS INSTALLED OR ACCESSED IN THIS CONTRACT, EXCEPT SLEEVES AND NIPPLES. I.SEAL BETWEEN RACEWAY AND BUILDING WHERE RACEWAY PASSES THROUGH EXTERIOR WALL OR RATED SEAL BETWEEN RACEWAY AND BUILDING WHERE RACEWAY PASSES THROUGH EXTERIOR WALL OR RATED FIREWALL PER THE FOLLOWING: 1.CONCRETE CONSTRUCTION: CAST CONDUIT IN WALL OR CORE DRILL WALL AND HARD PACK WITH CONCRETE CONSTRUCTION: CAST CONDUIT IN WALL OR CORE DRILL WALL AND HARD PACK WITH EQUAL PARTS OF SAND AND CONCRETE OR AN EQUIVALENT METHOD AS APPROVED BY OWNER.

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3.03 CONDUIT INSTALLATION SCHEDULE CONDUIT INSTALLATION SCHEDULE A.EXPOSED OUTDOOR LOCATIONS: GALVANIZED RIGID STEEL CONDUIT. EXPOSED OUTDOOR LOCATIONS: GALVANIZED RIGID STEEL CONDUIT. B.DRY INTERIOR LOCATIONS WITHIN 48 INCHES OF FLOOR OR 2 INCHES DIAMETER AND LARGER: DRY INTERIOR LOCATIONS WITHIN 48 INCHES OF FLOOR OR 2 INCHES DIAMETER AND LARGER: GALVANIZED RIGID STEEL CONDUIT, INTERMEDIATE METAL CONDUIT. C.DRY INTERIOR LOCATIONS HIGHER THAN 48 INCHES ABOVE THE FLOOR AND SMALLER THAN 2 DRY INTERIOR LOCATIONS HIGHER THAN 48 INCHES ABOVE THE FLOOR AND SMALLER THAN 2 INCHES DIAMETER: ELECTRICAL METALLIC TUBING. D.UNDERGROUND: PVC CONDUIT UNDERGROUND: PVC CONDUIT E.MOTOR TERMINALS: FLEXIBLE METAL CONDUIT (18" MAXIMUM LENGTH) FOR FLEXIBILITY. MOTOR TERMINALS: FLEXIBLE METAL CONDUIT (18" MAXIMUM LENGTH) FOR FLEXIBILITY. INCLUDE INTERNAL GROUND WIRE. F.THE ABOVE SCHEDULE APPLIES UNLESS SPECIFICALLY INDICATED OTHERWISE ON THE THE ABOVE SCHEDULE APPLIES UNLESS SPECIFICALLY INDICATED OTHERWISE ON THE DRAWINGS OR IN THE SPECIFICATIONS. 3.04 COORDINATION OF BOX LOCATIONS A.PROVIDE ELECTRICAL BOXES AS SHOWN ON THE DRAWINGS, AND AS REQUIRED FOR SPLICES, PROVIDE ELECTRICAL BOXES AS SHOWN ON THE DRAWINGS, AND AS REQUIRED FOR SPLICES, TAPS, WIRE PULLING, EQUIPMENT CONNECTIONS, AND CODE COMPLIANCE. B.SUPPORT BOXES INDEPENDENT OF CONDUIT. SUPPORT BOXES INDEPENDENT OF CONDUIT. C.ELECTRICAL BOX LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE UNLESS ELECTRICAL BOX LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE UNLESS DIMENSIONED. VERIFY LOCATION OF OUTLETS IN OFFICES AND WORK AREAS PRIOR TO ROUGH-IN. D.LOCATE AND INSTALL BOXES TO ALLOW ACCESS. WHERE INSTALLATION IS INACCESSIBLE, LOCATE AND INSTALL BOXES TO ALLOW ACCESS. WHERE INSTALLATION IS INACCESSIBLE, COORDINATE LOCATIONS AND SIZES OF REQUIRED ACCESS DOORS. E.LOCATE AND INSTALL TO MAINTAIN HEADROOM AND TO PRESENT A NEAT APPEARANCE. LOCATE AND INSTALL TO MAINTAIN HEADROOM AND TO PRESENT A NEAT APPEARANCE. 3.05 SUPPORTING DEVICES A.FASTEN HANGER RODS, CONDUIT CLAMPS, AND OUTLET AND JUNCTION BOXES TO BUILDING FASTEN HANGER RODS, CONDUIT CLAMPS, AND OUTLET AND JUNCTION BOXES TO BUILDING STRUCTURE. B.DO NOT FASTEN SUPPORTS TO PIPING, DUCTWORK, MECHANICAL EQUIPMENT, OR CONDUIT. DO NOT FASTEN SUPPORTS TO PIPING, DUCTWORK, MECHANICAL EQUIPMENT, OR CONDUIT. C.DO NOT USE POWDER-ACTUATED ANCHORS. DO NOT USE POWDER-ACTUATED ANCHORS. 3.06 GENERAL WIRING METHODS GENERAL WIRING METHODS A.USE NO WIRE SMALLER THAN 12 AWG FOR POWER AND LIGHTING CIRCUITS, AND NO SMALLER USE NO WIRE SMALLER THAN 12 AWG FOR POWER AND LIGHTING CIRCUITS, AND NO SMALLER THAN 14 AWG FOR CONTROL WIRING, UNLESS OTHERWISE NOTED ON THE DRAWINGS. B.SIZE CONDUCTORS AS SHOWN ON THE DRAWINGS. NO SIZE DEVIATION SHALL BE PERMITTED. SIZE CONDUCTORS AS SHOWN ON THE DRAWINGS. NO SIZE DEVIATION SHALL BE PERMITTED. UNLESS NOTED OTHERWISE ON DRAWING. C.SPLICE ONLY IN JUNCTION OR OUTLET BOXES. NO SPLICING SHALL BE PERMITTED IN SPLICE ONLY IN JUNCTION OR OUTLET BOXES. NO SPLICING SHALL BE PERMITTED IN PANELBOARD ENCLOSURES. D.FEEDERS SHALL NOT BE SPLICED WITHOUT SPECIFIC APPROVAL FROM OWNER. FEEDERS SHALL NOT BE SPLICED WITHOUT SPECIFIC APPROVAL FROM OWNER. E.NEATLY TRAIN AND LACE WIRING INSIDE BOXES, EQUIPMENT, AND PANELBOARDS. NEATLY TRAIN AND LACE WIRING INSIDE BOXES, EQUIPMENT, AND PANELBOARDS. 3.07 WIRING INSTALLATION IN RACEWAYS A.PULL ALL CONDUCTORS INTO A RACEWAY AT THE SAME TIME. USE UL LISTED WIRE PULLING PULL ALL CONDUCTORS INTO A RACEWAY AT THE SAME TIME. USE UL LISTED WIRE PULLING LUBRICANT FOR PULLING 4 AWG AND LARGER WIRES. B.INSTALL WIRE IN RACEWAY AFTER ALL MECHANICAL WORK LIKELY TO DAMAGE CONDUCTORS INSTALL WIRE IN RACEWAY AFTER ALL MECHANICAL WORK LIKELY TO DAMAGE CONDUCTORS HAS BEEN COMPLETED. 3.08 WIRING CONNECTIONS AND TERMINATIONS A.SPLICE ONLY IN ACCESSIBLE JUNCTION BOXES. SPLICE ONLY IN ACCESSIBLE JUNCTION BOXES. B.USE UL LISTED COMPRESSION TYPE CONNECTORS WITH INSULATING COVERS FOR COPPER USE UL LISTED COMPRESSION TYPE CONNECTORS WITH INSULATING COVERS FOR COPPER WIRE SPLICES AND TAPS. FOR 8 AWG AND SMALLER, USE INSULATED SPRING CONNECTORS WITH PLASTIC CAPS; 3M SCOTCHLOK OR EQUAL. C.THOROUGHLY CLEAN WIRES BEFORE INSTALLING LUGS AND CONNECTORS. THOROUGHLY CLEAN WIRES BEFORE INSTALLING LUGS AND CONNECTORS. D.MAKE SPLICES, TAPS, AND TERMINATIONS TO CARRY FULL AMPACITY OF CONDUCTORS WITHOUT MAKE SPLICES, TAPS, AND TERMINATIONS TO CARRY FULL AMPACITY OF CONDUCTORS WITHOUT PERCEPTIBLE TEMPERATURE RISE. E.TERMINATE DEAD-ENDED CONDUCTORS WITH ELECTRICAL TAPE AND MAKE SAFE. TERMINATE DEAD-ENDED CONDUCTORS WITH ELECTRICAL TAPE AND MAKE SAFE. 3.09 FIELD QUALITY CONTROL A.INSPECT WIRE AND CABLE FOR PHYSICAL DAMAGE AND PROPER CONNECTION. INSPECT WIRE AND CABLE FOR PHYSICAL DAMAGE AND PROPER CONNECTION. B.TORQUE TEST CONDUCTOR CONNECTIONS AND TERMINATIONS TO MANUFACTURER'S TORQUE TEST CONDUCTOR CONNECTIONS AND TERMINATIONS TO MANUFACTURER'S RECOMMENDED VALUES. 3.10 COLOR CODING COLOR CODING A.WIRING SHALL CONFORM TO THE FOLLOWING COLOR CODE. SIZES #8 AWG AND SMALLER WIRING SHALL CONFORM TO THE FOLLOWING COLOR CODE. SIZES #8 AWG AND SMALLER SHALL BE COLORED, #6 AWG AND LARGER MAY BE COLORED WITH PLASTIC TAPE OF THE APPROPRIATE COLOR. DESCRIPTION208Y/120VCONTROL 208Y/120VCONTROL CONTROL PHASE A (LEFT)BLACK- BLACK- - PHASE B (CENTER)RED- RED- - PHASE C (RIGHT)BLUE- BLUE- - NEUTRALWHITEWHITE WHITEWHITE WHITE GROUNDGREENGREEN GREENGREEN GREEN 120 VAC CONTROL-RED -RED RED 120 VAC CONTROL NEUTRAL-WHITE -WHITE WHITE DC CONTROL (+)-BLUE -BLUE BLUE DC CONTROL (-)-BLUE/WHITE -BLUE/WHITE BLUE/WHITE EXTERNAL SOURCE-YELLOW -YELLOW YELLOW 3.11 IDENTIFICATION A.DEGREASE AND CLEAN SURFACES TO RECEIVE NAMEPLATES AND TAPE LABELS. DEGREASE AND CLEAN SURFACES TO RECEIVE NAMEPLATES AND TAPE LABELS. B.INSTALL NAMEPLATES ON ALL EQUIPMENT DISCONNECTS, CONTROL PANELS, ETC., INSTALLED. INSTALL NAMEPLATES ON ALL EQUIPMENT DISCONNECTS, CONTROL PANELS, ETC., INSTALLED. INSTALL PARALLEL TO EQUIPMENT LINES. C.SECURE NAMEPLATES TO EQUIPMENT USING SCREWS. SECURE NAMEPLATES TO EQUIPMENT USING SCREWS. D.INSTALL LABELS (EMBOSSED TAPE) ON ALL OTHER BOXES AND DEVICES, INCLUDING BUT NOT INSTALL LABELS (EMBOSSED TAPE) ON ALL OTHER BOXES AND DEVICES, INCLUDING BUT NOT LIMITED TO SWITCHES, RECEPTACLES. E.NAMEPLATES AND LABELS SHALL INDICATE PANEL AND CIRCUIT NUMBER EQUIPMENT IS SERVED NAMEPLATES AND LABELS SHALL INDICATE PANEL AND CIRCUIT NUMBER EQUIPMENT IS SERVED FROM. ("PNLA:2" FOR CIRCUIT 2 FROM PANEL A). F.PROVIDE WIRE MARKERS ON EACH CONDUCTOR IN PANELBOARD GUTTERS, PULL BOXES, PROVIDE WIRE MARKERS ON EACH CONDUCTOR IN PANELBOARD GUTTERS, PULL BOXES, OUTLET AND JUNCTION BOXES, AND AT ALL LOAD CONNECTIONS. IDENTIFY WITH BRANCH CIRCUIT OR FEEDER NUMBER AS INDICATED ON DRAWINGS. FOR CONTROL WIRING, IDENTIFY WITH WIRE NUMBER INDICATED ON THE SCHEMATIC OR INTERCONNECTION DIAGRAMS. PROVIDE MEGGER RESULTS. USE ATTACHED FORM A (16050), LOW VOLTAGE (600V AND LESS) INSULATION MEGGER TEST REPORT. END OF SECTION

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SHEET

DATE

DRAWN

CHECKED

PROJ. NO.

PRO

JEC

T N

AM

E &

AD

DR

ESS

REVISIONS

SHEE

T TI

TLE

No. By

CLI

ENT

INFO

RM

ATI

ON

STA

MIR

AB

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& F

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MIL

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W. B

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ton

9920

1S

poka

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rans

it A

utho

rity

Date

STAMP

1

D

2 3 4 5

C

B

A

D

C

B

A

08/03/16

1 2 3 4 5


coffman.com

fax 509.328.2999ph 509.328.2994


E1.1

ACB

ZLY1 5 MILE SITE PLAN

KEY NOTES

GENERAL NOTES

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CONTRACTOR WORK AREA

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1.WORK AREA SHALL BE ISOLATED FROM CUSTOMER PARKING AND PATHWAYS. WORK AREA SHALL BE ISOLATED FROM CUSTOMER PARKING AND PATHWAYS. CONSTRUCTION VEHICLES WILL NOT BE ALLOWED TO PARK ELSEWHERE IN THE STA LOT. 2.MAINTAIN CUSTOMER BOARDING AREA, 3-5 FEET IN FRONT OF PEDESTRIAN MAINTAIN CUSTOMER BOARDING AREA, 3-5 FEET IN FRONT OF PEDESTRIAN SHELTER. 3.REMOVE AND REPLACE EXISTING CONCRETE SLAB. MATCH EXISTING GRADES REMOVE AND REPLACE EXISTING CONCRETE SLAB. MATCH EXISTING GRADES AND 4" THICKNESS WHEN POURING NEW CONCRETE.

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1.CONTRACTOR REQUIRED TO HAVE A PRIVATE LOCATE PERFORMED TO MINIMIZE CONTRACTOR REQUIRED TO HAVE A PRIVATE LOCATE PERFORMED TO MINIMIZE DAMAGE TO EXISTING UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL REMOVE ALL LOCATE PAINT MARKINGS AT END OF CONTRACTOR SHALL REMOVE ALL LOCATE PAINT MARKINGS AT END OF PROJECT. 3.CONTRACTOR SHALL ADJUST/REVISE IRRIGATION SYSTEM TO ACCOUNT FOR CONTRACTOR SHALL ADJUST/REVISE IRRIGATION SYSTEM TO ACCOUNT FOR NEW IMPROVEMENTS. CONTRACTOR SHALL TEST ALL ADJUSTED/REVISED OR REPLACED IRRIGATIONS SYSTEMS TO CONFIRM THEY WORK PROPERLY WHEN DONE. COORDINATE PRIVATE IRRIGATION SYSTEM WITH STA.

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1 BUILDING EXTERIOR ELEVATION

E1.2

ACB

ZLY1 5 MILE ELECTRICAL SITE PLAN

KEY NOTES

GENERAL NOTES

SHEET

DATE

DRAWN

CHECKED

PROJ. NO.

PRO

JEC

T N

AM

E &

AD

DR

ESS

REVISIONS

SHEE

T TI

TLE

No. By

CLI

ENT

INFO

RM

ATI

ON

STA

MIR

AB

EAU

& F

IVE

MIL

ER

EAL

TIM

E SI

GN

SSp

okan

e, W

ashi

ngto

n

16-STA-545

1230

W. B

oone

Ave

nue,

Spo

kane

, Was

hing

ton

9920

1S

poka

ne T

rans

it A

utho

rity

Date

STAMP

1

D

2 3 4 5

C

B

A

D

C

B

A

08/03/16

1 2 3 4 5


coffman.com

fax 509.328.2999ph 509.328.2994


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E

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3

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2

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1

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NEW CAD/AVL SIGN

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1

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TO SIGN

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3/4" CONDULET

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SAW CUT BOUNDARY

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SAW CUT BOUNDARY

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6

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5 MILE ELECTRICAL SITE PLAN

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SCALE:

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3/32" = 1'-0"

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1.BORE UNDER OR REMOVE AND REPLACE EXISTING PORTION OF CONCRETE BORE UNDER OR REMOVE AND REPLACE EXISTING PORTION OF CONCRETE SIDEWALK. 2.PROVIDE AND INSTALL NEW 20A/1P CIRCUIT BREAKER IN ELECTRICAL PANEL PROVIDE AND INSTALL NEW 20A/1P CIRCUIT BREAKER IN ELECTRICAL PANEL TO SERVE NEW SIGN. 3.ROUTE CONDUIT ABOVE CEILING. ROUTE CONDUIT ABOVE CEILING. 4.ROUTE CONDUIT (SURFACE MOUNT) VERTICALLY DOWN THE WALL INSIDE THE ROUTE CONDUIT (SURFACE MOUNT) VERTICALLY DOWN THE WALL INSIDE THE RESTROOM. 5.PROVIDE A PAINTED (BLACK) STEEL POLE AND BOLT COVER FOR CAD/AVL PROVIDE A PAINTED (BLACK) STEEL POLE AND BOLT COVER FOR CAD/AVL SIGN. POLE SHALL BE UNITED LIGHTING STANDARDS #RPSQ-12-6-7-AB-RAL OR APPROVED. REFER TO STRUCTURAL PLAN FOR POLE FOUNDATION DETAIL. 6.CORE DRILL BLOCK WALL.CORE DRILL BLOCK WALL.

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SHEET

DATE

DRAWN

CHECKED

PROJ. NO.

PRO

JEC

T N

AM

E &

AD

DR

ESS

REVISIONS

SHEE

T TI

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No. By

CLI

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INFO

RM

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& F

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1S

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rans

it A

utho

rity

Date

STAMP

1

D

2 3 4 5

C

B

A

D

C

B

A

08/03/16

1 2 3 4 5


coffman.com

fax 509.328.2999ph 509.328.2994


E2.1

ACB

ZLY

1 MIRABEAU SITE PLAN

KEY NOTES

GENERAL NOTES

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3

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1.WORK AREA SHALL BE ISOLATED FROM CUSTOMER PARKING AND PATHWAYS. WORK AREA SHALL BE ISOLATED FROM CUSTOMER PARKING AND PATHWAYS. CONSTRUCTION VEHICLES WILL NOT BE ALLOWED TO PARK ELSEWHERE IN THE STA LOT. 2.MAINTAIN CUSTOMER BOARDING AREA, 3-5 FEET ALONG THE SOUTH SIDE OF MAINTAIN CUSTOMER BOARDING AREA, 3-5 FEET ALONG THE SOUTH SIDE OF THE TRANSIT ISLAND. 3.REMOVE AND REPLACE EXISTING CONCRETE SLAB. MATCH EXISTING GRADES REMOVE AND REPLACE EXISTING CONCRETE SLAB. MATCH EXISTING GRADES AND 4" THICKNESS WHEN POURING NEW CONCRETE. EXISTING GRANITE ROCK SEATING SHALL BE PROTECTED AND CONCRETE POUR BACK SHALL BE NEATLY AGAINST THE STONE BASE AS IT WAS ORIGINALLY INSTALLED. 4.PROVIDE SUPPORT FOR PEDESTRIAN SHELTER WHILE CONCRETE IS REMOVED PROVIDE SUPPORT FOR PEDESTRIAN SHELTER WHILE CONCRETE IS REMOVED AND RE-ANCHOR SHELTER POST AFTER NEW CONCRETE SLAB IS POURED.

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E2.2

ACB

ZLY

1 MIRABEAU ELECTRICAL SITE PLAN

KEY NOTES

GENERAL NOTES

SHEET

DATE

DRAWN

CHECKED

PROJ. NO.

PRO

JEC

T N

AM

E &

AD

DR

ESS

REVISIONS

SHEE

T TI

TLE

No. By

CLI

ENT

INFO

RM

ATI

ON

STA

MIR

AB

EAU

& F

IVE

MIL

ER

EAL

TIM

E SI

GN

SSp

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e, W

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16-STA-545

1230

W. B

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Ave

nue,

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kane

, Was

hing

ton

9920

1S

poka

ne T

rans

it A

utho

rity

Date

STAMP

1

D

2 3 4 5

C

B

A

D

C

B

A

08/03/16

1 2 3 4 5


coffman.com

fax 509.328.2999ph 509.328.2994


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TEL

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10"

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MIRABEAU ELECTRICAL SITE PLAN

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SCALE:

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3/32" = 1'-0"

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1.PROVIDE AND INSTALL NEW 20A/1P CIRCUIT BREAKER IN ELECTRICAL PANEL TO PROVIDE AND INSTALL NEW 20A/1P CIRCUIT BREAKER IN ELECTRICAL PANEL TO SERVE NEW SIGNS. 2.ROUTE CONDUIT ABOVE CEILING. ROUTE CONDUIT ABOVE CEILING. 3.ROUTE CONDUIT (SURFACE MOUNT) VERTICALLY DOWN THE WALL INSIDE THE ROUTE CONDUIT (SURFACE MOUNT) VERTICALLY DOWN THE WALL INSIDE THE RESTROOM. 4.CORE DRILL BLOCK WALL. CORE DRILL BLOCK WALL. 5.PROVIDE A PAINTED (BLACK) STEEL POLE AND BOLT COVER FOR CAD/AVL SIGN. PROVIDE A PAINTED (BLACK) STEEL POLE AND BOLT COVER FOR CAD/AVL SIGN. POLE SHALL BE UNITED LIGHTING STANDARDS #RPSQ-12-6-7-AB-RAL OR APPROVED. REFER TO STRUCTURAL PLAN FOR POLE FOUNDATION DETAIL.

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POLE MOUNTED SIGN

1 POLE FOUNDATION

SHEET

DATE

DRAWN

CHECKED

PROJ. NO.

PRO

JEC

T N

AM

E &

AD

DR

ESS

REVISIONS

SHEE

T TI

TLE

No. By

CLI

ENT

INFO

RM

ATI

ON

STA

MIR

AB

EAU

& F

IVE

MIL

ER

EAL

TIM

E SI

GN

SSp

okan

e, W

ashi

ngto

n

16-STA-545

1230

W. B

oone

Ave

nue,

Spo

kane

, Was

hing

ton

9920

1S

poka

ne T

rans

it A

utho

rity

Date

STAMP

1

D

2 3 4 5

C

B

A

D

C

B

A

08/03/16

1 2 3 4 5


coffman.com

fax 509.328.2999ph 509.328.2994


S1.0

JDB

AKL

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GENERAL STRUCTURAL NOTES

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THE STRUCTURAL CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE STRUCTURE IS DESIGNED TO BE A STABLE UNIT AS A COMPLETED WHOLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DESIGN, ERECT AND INSPECT TEMPORARY SHORES, BRACES, ETC. TO SUPPORT THE STRUCTURE AGAINST ALL ANTICIPATED LOADS INCLUDING GRAVITY, WIND AND LATERAL EARTH PRESSURE UNTIL ITS COMPLETION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THESE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ENGINEER. WORKMANSHIP AND MATERIALS SHALL COMPLY WITH THE LATEST EDITIONS OF THE INTERNATIONAL BUILDING CODE AND TESTING STANDARDS. NOTES AND DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. "TYPICAL" DETAILS ARE NOT FLAGGED ON THE DRAWINGS, BUT APPLY UNLESS NOTED OTHERWISE. ALL STRUCTURAL ENGINEERING DESIGN PROVIDED BY OTHERS SHALL BE SUBMITTED FOR REVIEW AND SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED.

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1. GENERAL:GENERAL:

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ALL DRAWINGS ARE CONSIDERED TO BE PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE DRAWINGS AND SPECIFICATIONS AMONG THE SUBCONTRACTORS PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES THAT ARE FOUND SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO START OF CONSTRUCTION. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ENGINEER. COORDINATION SHALL INCLUDE, BUT NOT BE LIMITED TO, VERIFYING THE LOCATION AND WEIGHT OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT AS WELL AS THE SIZE AND LOCATION OF ALL MECHANICAL OPENINGS IN ROOFS, FLOORS AND WALLS. UNLESS OTHERWISE NOTED ON THE DRAWINGS, DO NOT PENETRATE ANY STRUCTURAL ELEMENTS SUCH AS BEAMS, COLUMNS, WALLS, SLABS, ETC. WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER.

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2. COORDINATION:COORDINATION:

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2012 EDITION OF THE INTERNATIONAL BUILDING CODE.

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3. CODE:CODE:

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SIGN DEAD LOAD80 LBS 80 LBS MOUNTING BRACKET DEAD LOAD40 LBS 40 LBS LIVE LOAD300 LBS VERTICAL LOAD APPLIED @ END 300 LBS VERTICAL LOAD APPLIED @ END OF SIGN WIND: BASIC WIND SPEED110 MPH 110 MPH EXPOSURE CATEGORY"B" "B" INTERNAL PRESSURE COEFFICIENT GCpi+/- 0.18 +/- 0.18 COMPONENT AND CLADDING WIND PRESSURE23 PSF (STRENGTH LEVEL)23 PSF (STRENGTH LEVEL)

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4. DESIGN LOADS:DESIGN LOADS:

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ALLOWABLE VERTICAL SOIL BEARING PRESSURE = 1500 PSF PER TABLE 1806.2: PRESUMPTIVE LOAD-BEARING VALUES IN THE 2012 IBC. BEAR ALL FOOTINGS ON INORGANIC, UNDISTURBED SOIL OR ON CONTROLLED, COMPACTED FILL. LATERAL BEARING PRESSURE100 PCF100 PCF

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5. FOUNDATION:FOUNDATION:

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6. CONCRETE:CONCRETE:

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CONCRETE CONSTRUCTION SHALL CONFORM WITH THE LATEST EDITION OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". SUBMIT MIX DESIGNS FOR EACH CLASS OF CONCRETE. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE UNLESS NOTED OTHERWISE. CONCRETE CONTAINING SUPERPLASTICIZING ADMIXTURE SHALL HAVE A SLUMP NOT EXCEEDING 3", TO BE FIELD VERIFIED, PRIOR TO ADDING ADMIXTURE, AND NOT EXCEEDING 8" AT PLACEMENT. ADDITION OF WATER TO A MIX WITH INSUFFICIENT SLUMP WILL NOT BE PERMITTED, EXCEPT AS ALLOWED PER ASTM C494. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND UNDER-FLOOR DUCTS, ETC. CAST CLOSURE POUR AROUND COLUMNS AFTER DEAD LOAD IS APPLIED. MINIMUM CONCRETE MIX DESIGN REQUIREMENTS SHALL BE AS FOLLOWS: MINIMUM28 DAY 28 DAY CEMENT CONTENTSTRENGTHMAX. SIZEAIRMAX. STRENGTHMAX. SIZEAIRMAX. MAX. SIZEAIRMAX. AIRMAX. MAX. ITEM(SACKS/CY)F'c (PSI)AGGREGATEENTR.SLUMP (SACKS/CY)F'c (PSI)AGGREGATEENTR.SLUMP F'c (PSI)AGGREGATEENTR.SLUMP AGGREGATEENTR.SLUMP ENTR.SLUMP SLUMP FOOTINGS530001 1/2"5-7%3" 530001 1/2"5-7%3" 30001 1/2"5-7%3" 1 1/2"5-7%3" 5-7%3" 3" EXTERIOR SLAB ON GRADE5 1/240001"5-7%4"5 1/240001"5-7%4"40001"5-7%4"1"5-7%4"5-7%4"4"

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ROLLED SHAPES OTHER THAN WIDE-FLANGE SHAPES, ALL PLATES, BARS AND RODSASTM A36, Fy = 36 KSI ASTM A36, Fy = 36 KSI TUBULAR STEELASTM A500, GRADE B, Fy = 46 KSI ASTM A500, GRADE B, Fy = 46 KSI PIPE STEELASTM A53, Fy = 35 KSI ASTM A53, Fy = 35 KSI BOLTSASTM A325N ASTM A325N HEADED ANCHOR STUDSASTM A108-69T, Fy = 50 KSI ASTM A108-69T, Fy = 50 KSI WELDING: ALL WELDING SHALL BE BY CERTIFIED WELDERS HAVING CURRENT EXPERIENCE IN TYPE OF WELD SHOWN ON DRAWINGS OR NOTES. CERTIFICATES SHALL BE THOSE ISSUED BY AN ACCEPTED TESTING AGENCY. ALL WELDING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION ALL WELDING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS D1.1 "STRUCTURAL WELDING CODE - STEEL" OR ALTERNATE AWS CODES AS APPLICABLE. ALL STRUCTURAL WELDING PROCESSES SHALL MEET THE H2 LOW HYDROGEN CRITERIA OF AWS D1.1 ANNEX I UNLESS OTHERWISE NOTED. USE 70XX ELECTRODES OR EQUIVALENT WIRE. USE 70XX ELECTRODES OR EQUIVALENT WIRE. SHOP WELDS AND FIELD WELDS SHALL BE SHOWN ON SHOP DRAWINGS. ALL COMPLETE PENETRATION WELDS SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT TESTING AGENCY. ALL DEFORMED BAR ANCHORS, HEADED STUDS AND THREADED STUDS SHALL BE END WELDED PER MANUFACTURER'S RECOMMENDATIONS. BOLTS: ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC., SHALL BE INSTALLED WITH STEEL WASHERS. TYPE N BOLTS PER LATEST EDITION OF AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" AND MAY BE TIGHTENED TO THE SNUG-TIGHT CONDITION AS DEFINED BY AISC UNLESS NOTED OTHERWISE. SIMPSON BOLTS AND ANCHORS MAY BE SUBSTITUTED WITH AN APPROVED ICC RATED PRODUCT.

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7. STRUCTURAL STEEL:STRUCTURAL STEEL:

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HSS5x2x WITH (2) " 14 WITH (2) " 34" WELDED THREADED STUD

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MOUNTING BRACKET AND ATTACHMENT TO HSS BY STA

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SIGN & ATTACHMENT TO MOUNTING BRACKET BY STA

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SCALE: 1" = 1'-0"

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S1.0

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SCALE: 1"=1'-0"

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NOTES:

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1.SIGN AND MOUNTING BRACKET TO BE PROVIDED AND SIGN AND MOUNTING BRACKET TO BE PROVIDED AND INSTALLED BY SPOKANE TRANSIT AUTHORITY (STA). CONTRACTOR TO OBTAIN MOUNTING BRACKET FROM STA TO DETERMINE HOLE LOCATIONS AND SIZES IN HSS FOR MOUNTING BRACKET CONNECTIONS. 2.DESIGN OF CONNECTING ELEMENTS BASED ON DRAWING "4 DESIGN OF CONNECTING ELEMENTS BASED ON DRAWING "4 LINE WALL BRACKET PLATE" BY FERROGRAPH, DATED MARCH 25, 2013 FOR SIG4 4 LINE DISPLAYS. CONTRACTOR TO VERIFY SIGN AND MOUNTING BRACKET DIMENSIONS AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 3. SIGN AND MOUNTING BRACKET DESIGN PER MANUFACTURER. SIGN AND MOUNTING BRACKET ARE THE SOLE RESPONSIBILITY OF THE SIGN SUPPLIER. SIGN AND MOUNTING INSTALLATION MUST BE CAPABLE OF SUPPORTING ALL LOADS NOTED THIS SHEET. 4.GALVANIZE OR PAINT ALL STEEL TO PREVENT CORROSION. GALVANIZE OR PAINT ALL STEEL TO PREVENT CORROSION. COLOR TO BE BLACK, COORDINATE WITH ELECTRICAL. 5.PROVIDE NEOPRENE WASHERS WITH ALL CONNECTIONS. PROVIDE NEOPRENE WASHERS WITH ALL CONNECTIONS. 6.REFERENCE ELECTRICAL DRAWINGS FOR POLE SPECIFICATIONS.REFERENCE ELECTRICAL DRAWINGS FOR POLE SPECIFICATIONS.

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STA TO ATTACH MOUNTING BRACKET TO HSS WITH (6) 516" SELF DRILLING SCREWSW/ NEOPRENE WASHERS

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SLAB POUR BACK, SEE ELECTRICAL FOR SLAB POUR BACK EXTENTS

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POLE (SEE ELECTRICAL)

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3" CLR

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3" CLR

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3" CLR

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2'-0" CONC W/(12) #5 VERTS, EQ SPACING

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(5) #3 TIE SETS @ 3" OC AT TOP AND 8" OC REMAINDER

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POLE (SEE ELECTRICAL)

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BO SIGN

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+9'-0" MAX

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BASEPLATE & ANCHOR BOLTS (SEE ELECTRICAL)

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1 " NON-SHRINK 12" NON-SHRINK GROUT

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BOLT COVER (SEE ELECTRICAL)

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34" CONDUIT(SEE ELECTRICAL)

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POLE MOUNTED SIGN AND GENERAL STRUCTURAL NOTES

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