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STA PLAZAPEYTON BUILDING BANK OF
AMERICA
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BENCH BENCH BENCH BENCH TBM #59
BENCH BENCH BENCH BENCHBENCH BENCH
SPOKANE TRANSIT AUTHORITY
1230 WEST BOONE AVENUE
SPOKANE, WA 99201
(509) 344-1868
CONTACT - ROBERT BIELASKI
CIVIL ENGINEER:
COFFMAN ENGINEERS, INC.
10 NORTH POST STREET, SUITE 500
SPOKANE, WA 99201
(509) 328-2994
CONTACT - CARSTON MORTENSON, PE
SPOKANE TRANSIT AUTHORITY
PLAZA HTP PLATFORMS - PHASE 1 (SPRAGUE AVE)
PROJECT # 2019-10336
Contact Information:
Sheet Index:
G1 COVER SHEET
C1 GENERAL CIVIL NOTES
C2 DEMOLITION PLAN
C3 STAGING AND OPERATIONS PLAN
C4 SITE AND GRADING PLAN
E1 NOTES, SYMBOLS & SPECS
E2 DEMO SITE PLAN
E3 ELECTRICAL SITE PLAN
S1 SHEET INDEX, LEGEND, ABBR
S2 GENERAL STRUCTURAL NOTES
S3 FOUNDATION & PLATFORM PLAN
S4 SECTIONS AND DETAILS
Vicinity Map:
PROJECT
LOCATION
www.coffman.com
ph 509.328.2994
10 N. Post Street, Suite 500
Spokane, WA 99201
BID SET
G1
12
ELECTRICAL ENGINEER:
COFFMAN ENGINEERS, INC.
10 NORTH POST STREET, SUITE 500
SPOKANE, WA 99201
(509) 328-2994
CONTACT - ZACH YARBROUGH, PE
STRUCTURAL ENGINEER:
COFFMAN ENGINEERS, INC.
10 NORTH POST STREET, SUITE 500
SPOKANE, WA 99201
(509) 328-2994
CONTACT - KYLE UMLAUF, PE
PROJECT
SITE
GENERAL NOTES
1. WORK AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS AND STANDARDS OF THE AUTHORITIES HAVING
JURISDICTION. IF STANDARDS ARE NOT PROVIDED BY THE AUTHORITIES HAVING JURISDICTION, WORK AND MATERIALS
SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL
CONSTRUCTION AS JOINTLY PROMULGATED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) AND
THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION.
2. THE CONTRACTOR SHALL CALL THE UNDERGROUND SERVICE ALERT ONE-CALL NUMBER 1-800-424-5555 TWO BUSINESS
DAYS PRIOR TO EXCAVATION.
3. INFORMATION ON EXISTING CONDITIONS SHOWN ON THESE PLANS WAS OBTAINED FROM A SURVEY PERFORMED BY
COFFMAN ENGINEERS. NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN.
THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND REQUIRED ELEVATIONS AT THE SUBJECT SITE. VERIFY
THE LOCATION AND SIZE OF EXISTING UTILITIES BEFORE PROCEEDING WITH CONSTRUCTION ACTIVITIES, INCLUDING
UNDERGROUND AND OVERHEAD UTILITIES, UTILITY STRUCTURES, POINTS OF CONNECTION, AND UTILITY CROSSINGS.
NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR EXCEPTIONS ENCOUNTERED PRIOR TO PROCEEDING. ANY COSTS
INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING
CONSTRUCTION SHALL BE BORNE BY THE CONTRACTOR.
4. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF APPROVED PLANS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
5. THE DRAWINGS INDICATE LOCATIONS, DIMENSIONS, REFERENCES, AND TYPICAL DETAILS OF CONSTRUCTION. THE
DRAWINGS DO NOT INDICATE EVERY CONDITION. WORK NOT FULLY DETAILED SHALL BE OF CONSTRUCTION SIMILAR TO
PARTS THAT ARE FULLY DETAILED.
6. THE CONTRACTOR SHALL OBTAIN THE APPROPRIATE APPROVALS AND PERMITS FROM THE AUTHORITIES HAVING
JURISDICTION PRIOR TO PROCEEDING WITH CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL COORDINATE WITH THE
AUTHORITIES HAVING JURISDICTION TO CONFIRM INSPECTION, TESTING, AND CERTIFICATION REQUIREMENTS.
7. CONSTRUCTION SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG).
8. EXISTING PROPERTY CORNERS AND SURVEY MONUMENTS SHALL BE PROTECTED DURING CONSTRUCTION. ANY DAMAGED
OR OBLITERATED CORNERS OR MONUMENTS SHALL BE RE-ESTABLISHED BY A PROFESSIONAL SURVEYOR AT THE
CONTRACTOR'S EXPENSE.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL IN ACCORDANCE WITH THE MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. COORDINATE REQUIREMENTS WITH THE AUTHORITIES HAVING
JURISDICTION.
10. SAFETY STANDARDS AND REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COMPLIED WITH AS
SET FORTH BY OSHA.
11. THE CONTRACTOR SHALL HAVE THE APPROPRIATE LICENSES TO PERFORM THE SPECIFIED WORK IN CONFORMANCE WITH
THE AUTHORITIES HAVING JURISDICTION.
12. MAINTAIN EXISTING UTILITIES AND PROTECT THEM AGAINST DAMAGE DURING CONSTRUCTION. DO NOT INTERRUPT
EXISTING UTILITIES SERVING ADJACENT OCCUPIED OR OPERATING FACILITIES UNLESS AUTHORIZED IN WRITING BY OWNER
AND AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING
UTILITIES, AS ACCEPTABLE TO OWNER AND AUTHORITIES HAVING JURISDICTION.
13. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY
NOTIFY THE ENGINEER AND OWNER.
14. AREAS DISTURBED OR DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE CONSTRUCTED OR RESTORED TO ORIGINAL
CONDITIONS OR BETTER, TO THE SATISFACTION OF THE OWNER, AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS
RESPONSIBLE FOR DOCUMENTING CONDITIONS PRIOR TO CONSTRUCTION ACTIVITIES AND ANY DAMAGE THAT MAY OCCUR.
15. REMOVE WASTE MATERIALS AND DEBRIS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM IN AN EPA-APPROVED
LANDFILL ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.
16. RECORD DRAWINGS NOTING AS-CONSTRUCTED CONDITIONS SHALL BE PROVIDED BY THE CONTRACTOR AT THE END OF
CONSTRUCTION.
DEMOLITION NOTES
1. CONTRACTOR SHALL REVIEW PROJECT LIMITS FOR QUANTITY AND TYPE OF STRUCTURES, GROUND COVER AND DEBRIS AT
THE TIME OF BIDDING AND SHALL INCORPORATE REMOVALS/DISPOSAL IN THEIR BID.
2. CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL AND DEBRIS FROM SITE AND LEGALLY DISPOSE OF IN SUITABLE
LOCATIONS OFFSITE.
3. CONTRACTOR SHALL OBTAIN ALL CONSTRUCTION APPROVALS/PERMITS FROM GOVERNING AGENCIES PRIOR TO ANY
CONSTRUCTION ACTIVITY.
4. THE CONTRACTOR SHALL TAKE EFFECTIVE ACTION TO PREVENT THE FORMATION OF ANY AIRBORNE DUST NUISANCE AND
SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM FAILURE TO FOLLOW GOVERNING AGENCIES GUIDELINES.
5. CONTRACTOR IS RESPONSIBLE TO REMOVE ANY AND ALL ITEMS NOT OTHERWISE LISTED HEREIN THAT CONFLICT WITH THE
CONSTRUCTION OF THE PROJECT. CONTRACTOR SHALL CONTACT ENGINEER IMMEDIATELY TO DETERMINE ANY ITEMS NOT
SHOWN ON THE PLANS THAT MUST BE REMOVED. FAILURE TO DO SO DOES NOT RELIEVE CONTRACTOR OF COST
RESPONSIBILITY FOR REMOVING ITEMS REQUIRED.
6. ALL CONCRETE AND ASPHALT SURFACES INDICATED TO RE REMOVED, SHALL BE SAWCUT. CUTS AT CORNERS MUST BE
CORE DRILLED.
7. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND MAY NOT HAVE BEEN VERIFIED IN THE FIELD. NO
GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. THE CONTRACTOR IS
RESPONSIBLE TO DETERMINE THE EXISTENCE AND LOCATION OF UTILITIES SHOWN ON THESE PLANS BY COORDINATING
WITH UTILITY COMPANIES AND LOCATING SERVICES IN ADVANCE OF DEMOLITION CONSTRUCTION. ANY COSTS INCURRED
AS A RESULT OF CONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING
CONSTRUCTION SHALL BE BORNE BY THE CONTRACTOR.
8. ALL EXISTING IMPROVEMENTS TO REMAIN THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY
RESTORED TO THE SATISFACTION OF THE OWNER, AT THE CONTRACTOR'S SOLE EXPENSE. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO DOCUMENT PRIOR DAMAGES.
EARTHWORK & GRADING NOTES
1. SITE PREPARATION, GRADING, EXCAVATION AND FILL REQUIREMENTS BELOW THE PROPOSED IMPROVEMENTS,
EMBANKMENTS, AND UTILITY TRENCHING SHALL BE COMPLETED IN CONFORMANCE WITH AUTHORITY HAVING JURISDICTION
OR, IF NOT PROVIDED, WSDOT STANDARD SPECIFICATIONS.
2. EXAMINE EXPOSED SUBGRADES AND BASE SURFACES FOR COMPLIANCE WITH REQUIREMENTS FOR DIMENSIONAL,
GRADING, AND ELEVATION TOLERANCES. PREVENT SURFACE WATER AND GROUNDWATER FROM ENTERING EXCAVATIONS,
FROM PONDING ON PREPARED SUBGRADES AND BASE SURFACES, AND FROM FLOODING PROJECT SITE AND SURROUNDING
AREA. PROTECT SUBGRADES AND BASE SURFACES FROM SOFTENING, UNDERMINING, WASHOUT, DAMAGE BY RAIN OR
WATER ACCUMULATION, AND AGAINST FREEZING TEMPERATURES AND FROST.
3. SPOT ELEVATIONS ARE FOR FINISH GRADE UNLESS OTHERWISE NOTED.
4. UNLESS ELEVATIONS AND/OR CONTOURS ARE OTHERWISE SHOWN, NEW FINISH GRADE SURFACES SHALL BE PLACED TO
ALLOW FOR POSITIVE DRAINAGE TO RUNOFF COLLECTION DEVICES OR FACILITIES. MAINTAIN POSITIVE DRAINAGE AWAY
FROM BUILDINGS. IF FIELD GRADE ADJUSTMENTS ARE REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY.
5. GROUNDWATER OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE REPORTED TO THE ENGINEER FOR ASSESSMENT
AND RECOMMENDATIONS.
PAVING NOTES
1. DO NOT APPLY PAVEMENT MATERIALS IF SUBGRADE IS WET OR EXCESSIVELY DAMP, OR IF RAIN IS IMMINENT OR EXPECTED
BEFORE TIME REQUIRED FOR ADEQUATE CURE. SURFACE AND AIR TEMPERATURES SHALL CONFORM TO REQUIREMENTS
OF WSDOT STANDARD SPECIFICATIONS.
2. COMPLY WITH WSDOT STANDARD SPECIFICATION 5-04 FOR HOT MIX ASPHALT PAVEMENT.
3. WHERE NEW CONCRETE JOINS EXISTING CONCRETE, THE EXISTING CONCRETE SHALL BE SAWCUT TO A NEAT, VERTICAL
EDGE AND TACKED WITH CONCRETE EMULSION IN ACCORDANCE WITH WSDOT SPECIFICATIONS. ALL PAVEMENT PATCHES
SHALL FOLLOW THE REQUIREMENTS OF THE REGIONAL PAVEMENT CUT POLICY.
4. COMPLY WITH WSDOT STANDARD SPECIFICATION 5-05 AND ACI 301 REQUIREMENTS FOR MEASURING, MIXING,
TRANSPORTING, AND PLACING CEMENT CONCRETE PAVEMENT.
5. APPLY PAVEMENT MARKING MATERIALS TO CLEAN, DRY PAVEMENT SURFACES ACCORDING TO WSDOT STANDARD
SPECIFICATION 8-22. PAVEMENT MARKINGS SHALL COMPLY WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD) AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.
www.coffman.com
ph 509.328.2994
10 N. Post Street, Suite 500
Spokane, WA 99201
BID SET
C1
12
BENCH BENCH BENCH BENCH
BASEMENT WALL
SEE NOTE 1
BASEMENT WALL
SEE NOTE 1
R2
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BUILDING OVERHANG
BUILDING OVERHANG
W. S
PRAGUE A
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N. W
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STA PLAZA
P9
P9
R
Know what's below.before you dig.Call
UTILITY STATEMENT
LOCATION OF EXISTING UNDERGROUND
UTILITIES HAVE BEEN TAKEN FROM
DRAWINGS AND FIELD LOCATES SUPPLIED BY
THE APPROPRIATE UTILITY COMPANIES.
UTILITY LOCATIONS SHOWN ON THIS
DRAWING ARE APPROXIMATE ONLY. PRIOR
TO BEGINNING ANY CONSTRUCTION, THE
CONTRACTOR SHALL VERIFY THE EXACT
LOCATION OF EACH UTILITY.
THE EXISTING INFORMATION SHOWN ON THESE
PLANS IS PER THE SURVEY COMPLETED BY:
DATED: ___________.
THE CONTRACTOR SHALL VERIFY EXISTING
SITE CONDITIONS AND CONTACT THE
ENGINEER IF DISCREPANCIES ARE NOTED.
COFFMAN ENGINEERS, INC.
10 NORTH POST STREET, SUITE 500
SPOKANE, WASHINGTON 99201
(509) 328-2994
5/30/18
S.18, T.25N., R.43E., W.M., CITY OF SPOKANE, SPOKANE COUNTY, WASHINGTON
LEGEND
NOTES
1. CONTRACTOR SHALL TAKE CARE NOT TO DISTURB
BASEMENT WALL / CEILING SLAB DURING
CONSTRUCTION.
2. CONTRACTOR SHALL REMOVE EXISTING STA ZONE SIGN
AND DISPOSE OF OFFSITE. PATCH CONCRETE AS
NEEDED. SEE ELECTRICAL PLANS FOR ADDITIONAL
INFORMATION.
3. REMOVE AND PROTECT EXISTING LIGHTPOLE FOR
REUSE. SEE SHEET C4 FOR RELOCATION OF THE
LIGHTPOLE.
SAWCUT LINE
CONCRETE PAVEMENT AND
SIDEWALK TO REMAIN
ASPHALT PAVEMENT TO
REMAIN
CONCRETE PAVEMENT
REMOVAL
CONCRETE SIDEWALK
REMOVAL
EXISTING BUILDING
EXISTING CURB
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING STORM DRAIN LINE
EXISTING GAS LINE
EXISTING UNDERGROUND
TELECOM
EXISTING UNDERGROUND
ELECTRICAL
EXISTING FIRE HYDRANT
EXISTING SEWER MANHOLE
EXISTING CATCH BASIN
EXISTING STORM MANHOLE
EXISTING TELECOM
MANHOLE
EXISTING ELECTRICAL
MANHOLE
www.coffman.com
ph 509.328.2994
10 N. Post Street, Suite 500
Spokane, WA 99201
BID SET
C2
12
KEY NOTES
PROTECT CONCRETE PAVEMENT
PROTECT CONCRETE SIDEWALK
PROTECT CONCRETE CURB
PROTECT ADA RAMP
PROTECT TRAFFIC SIGNAL EQUIPMENT
PROTECT SECURITY CAMERA
PROTECT FIRE HYDRANT ASSEMBLY
PROTECT WATER UTILITIES
PROTECT EXISTING UTILITY
-
REMOVE CONCRETE PAVEMENT
REMOVE CONCRETE CURB
REMOVE CONCRETE SIDEWALK
REMOVE TREE AND TREE WELL
REMOVE ADA RAMP
REMOVE LIGHT POLE, SEE NOTE 3
REMOVE STA ZONE SIGN, SEE NOTE 2
P1
P2
P3
P4
P5
P6
P7
P8
R1
R2
R3
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R5
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R7
P9
BENCH BENCH BENCH BENCHTBM #59
STA PLAZA
PEYTON
BUILDING
BANK OF AMERICA
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10.0'
11.6'
5.0'
5.0'
12.0
'
12.0'
7.0'
5.0'
10.0' R
AM
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N. H
OW
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A
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PLAZA GARBAGE ACCESS
DRIVEWAY
D
www.coffman.com
ph 509.328.2994
10 N. Post Street, Suite 500
Spokane, WA 99201
BID SET
R
Know what's below.before you dig.Call
UTILITY STATEMENT
LOCATION OF EXISTING UNDERGROUND
UTILITIES HAVE BEEN TAKEN FROM
DRAWINGS AND FIELD LOCATES SUPPLIED BY
THE APPROPRIATE UTILITY COMPANIES.
UTILITY LOCATIONS SHOWN ON THIS
DRAWING ARE APPROXIMATE ONLY. PRIOR
TO BEGINNING ANY CONSTRUCTION, THE
CONTRACTOR SHALL VERIFY THE EXACT
LOCATION OF EACH UTILITY.
THE EXISTING INFORMATION SHOWN ON THESE
PLANS IS PER THE SURVEY COMPLETED BY:
DATED: ___________.
THE CONTRACTOR SHALL VERIFY EXISTING
SITE CONDITIONS AND CONTACT THE
ENGINEER IF DISCREPANCIES ARE NOTED.
COFFMAN ENGINEERS, INC.
10 NORTH POST STREET, SUITE 500
SPOKANE, WASHINGTON 99201
(509) 328-2994
5/2018
S.18, T.25N., R.43E., W.M., CITY OF SPOKANE, SPOKANE COUNTY, WASHINGTON
LEGENDKEY NOTES
PEDESTRIAN BOARDING
AND ALIGHTING AREA
TEMPORARY ADA RAMP
EXISTING CONCRETE
PROPOSED CONCRETE
EXISTING ASPHALT
PROPOSED CONCRETE
PAVEMENT
TEMPORARY
CHANNELIZING DEVICES
TEMPORARY FENCE
CONCRETE BARRIERS
C3
12
INSTALL CONCRETE BARRIERS TO PROTECT PEDESTRIAN TRAFFIC. AT EAST-WEST
CROSSWALK, LEAVE 5' GAP FOR PEDESTRIANS TRAVEL.
RE-DIRECT NORTH AND SOUTH LANES ON WALL ST WITH TEMPORARY
CHANNELIZING DEVICES TO MAKE ROOM FOR PEDESTRIAN BARRIERS.
RE-DIRECT WEST BOUND TRAFFIC OUT OF PARKING AND BUS LANE ON SPRAGUE.
CONTRACTOR TO LEAVE ADEQUATE GAP IN TEMPORARY CHANNELIZING DEVICES
TO ENSURE VEHICLES CAN STILL ACCESS DRIVEWAY FOR BANK OF AMERICA.
CONTRACTOR TO INSTALL A TEMPORARY ADA ACCESSIBLE RAMP TO CONNECT
SIDEWALK TO TEMPORARY PEDESTRIAN BUS LOADING AREA.
DESIGNATED AREA FOR STA TO CONTINUE DAILY PASSENGER BOARDING AND
ALIGHTING OPERATIONS, CONTRACTOR TO COORDINATE WORK WITH STA
OPERATIONS.
LANE OF TRAFFIC TO BE TEMPORARILY DESIGNATED AS BUS ONLY FOR
CONSTRUCTION. CONTRACTOR TO PROVIDE TEMPORARY SIGNAGE.
MAINTAIN THROUGH TRAFFIC IN SOUTHERN MOST LANE ON SPRAGUE.
CONTRACTOR SHALL SEPARATE STAGING/CONSTRUCTION AREA FROM
PEDESTRIAN INTERFERENCE WITH FENCING. STAGING/CONSTRUCTION
FOOTPRINT SHALL STAY WITHIN LIMITS OF FENCING SHOWN.
CONTRACTOR TO MAINTAIN PEDESTRIAN ACCESS FROM PEYTON BUILDING
SIDEWALK TO STA PLAZA ENTRANCE, WITH AN ALLOWABLE CLOSURE PERIOD
DURING THE HOURS OF 12:00 MIDNIGHT TO 5:00 A.M. CONTRACTOR TO
COORDINATE GARBAGE DISPOSAL AT DISPOSAL WITH STA.
A
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NOTES
1. CONTRACTOR RESPONSIBLE FOR FINAL TRAFFIC CONTROL
PLAN WITH ASSOCIATED SIGNAGE AND NOTATION.
2. CONTRACTOR TO COORDINATE FINAL TRAFFIC CONTROL
PLAN WITH STA OPERATIONS AND CITY OF SPOKANE.
BENCH BENCH BENCH BENCH
B
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A
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E
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4.4'
3
3
.7
'
1
8
.
9
'
51.9'
5.0'
50.0'
51.9'
2.9'
46.2'
7
.
1
'
11.0'
11.0'
1885.14 TP ME
1885.09 TP ME
1885.18 TP ME
1884.60 TC ME
1884.60 TP ME
1885.12 TP ME
1885.10 TP
1885.08 TC
1884.66 TP ME
1884.72 TC
1884.22 TP ME
1884.79 TP ME
1884.84 TC
1884.34 TP ME
1884.97 TP ME
1884.95 TC
1884.70 TP ME
1885.25 TC
1884.75 TP ME
1884.78 TC
1884.78 TP ME
1884.76 TC
1884.76 TP ME
D
1884.62 TC ME
1884.12 TP
1884.57 TC ME
1884.07 TP
1884.43 TC
1883.93 TP
1884.41 TC
1883.91 TP
1884.10 TC
1883.60 TP
1884.05 TC
1883.55 TP ME
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1884.47 TP ME
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1884.86 TP
1885.16 TP ME
1885.05 TP ME
4.6'
8.6'
13.5'
1.5'
1
.5
'
2.3'
4.6'
GI
K
www.coffman.com
ph 509.328.2994
10 N. Post Street, Suite 500
Spokane, WA 99201
BID SET
R
Know what's below.before you dig.Call
UTILITY STATEMENT
LOCATION OF EXISTING UNDERGROUND
UTILITIES HAVE BEEN TAKEN FROM
DRAWINGS AND FIELD LOCATES SUPPLIED BY
THE APPROPRIATE UTILITY COMPANIES.
UTILITY LOCATIONS SHOWN ON THIS
DRAWING ARE APPROXIMATE ONLY. PRIOR
TO BEGINNING ANY CONSTRUCTION, THE
CONTRACTOR SHALL VERIFY THE EXACT
LOCATION OF EACH UTILITY.
THE EXISTING INFORMATION SHOWN ON THESE
PLANS IS PER THE SURVEY COMPLETED BY:
DATED: ___________.
THE CONTRACTOR SHALL VERIFY EXISTING
SITE CONDITIONS AND CONTACT THE
ENGINEER IF DISCREPANCIES ARE NOTED.
COFFMAN ENGINEERS, INC.
10 NORTH POST STREET, SUITE 500
SPOKANE, WASHINGTON 99201
(509) 328-2994
5/2018
S.18, T.25N., R.43E., W.M., CITY OF SPOKANE, SPOKANE COUNTY, WASHINGTON
LEGEND
KEY NOTES
CONCRETE PAVEMENT
CONCRETE SIDEWALK
CURB
DETECTABLE WARNING
STRIP
C4
12
INSTALL CONCRETE SIDEWALK PER CITY OF SPOKANE
STANDARD PLAN F-102.
INSTALL CONCRETE CURB PER CITY OF SPOKANE
STANDARD PLAN F-106.
HPT PLATFORM, SEE STRUCTURAL PLANS FOR MORE
INFORMATION.
INSTALL CONCRETE PAVEMENT PER DETAIL 1, THIS
SHEET.
INSTALL ADA RAMP PER CITY OF SPOKANE STANDARD
DETAIL F-105.
COORDINATE REINSTALLATION OF LIGHTPOLE WITH
AVISTA.
FUTURE ZONE 6 STA REAL TIME SIGN, TO BE
INSTALLED BY OTHERS.
INSTALL 2'X4' DETECTABLE WARNING STRIP
CONFORMING WITH WSDOT STANDARD PLAN F-45.10.
STA REAL TIME SIGN FOUNDATION AND CONDUIT TO
BE INSTALLED BY CONTRACTOR. SEE STRUCTURAL
PLANS FOR DETAILS ON SIGN FOUNDATION
INSTALLATION AND ELECTRICAL PLANS FOR
ELECTRICAL/COMMUNICATION SERVICES FOR SIGNS.
NO WORK ASSOCIATED WITH STA REAL TIME SIGN AS
PART OF THIS CONTRACT.
INSTALL 2'X50' DETECTABLE WARNING STRIP
CONFORMING WITH WSDOT STANDARD PLAN F-45.10.
FUTURE ZONE 7 STA REAL TIME SIGN, TO BE
INSTALLED BY OTHERS.
FUTURE ZONE 8 STA REAL TIME SIGN, TO BE
INSTALLED BY OTHERS.
A
B
C
D
E
F
G
G
G
1
SCALE: NTS
9" PORTLAND CEMENT CONCRETE (PCC) PAVEMENT,
MINIMUM 4000 PSI 28-DAY STRENGTH CONCRETE
WITH 6% ENTRAINED AIR, MEDIUM BROOM FINISH.
ADHERES TO WSDOT STANDARD SPECIFICATION,
9-01.1 AND 9-01.2 (1) PORTLAND CEMENT TYPE I/II.
6" DRAINAGE LAYER PER WSDOT SECTION
9-03.9(2) OR SIMILAR, SEE NOTE 4.
NOTES:
1. EXPANSION (ISOLATION) JOINTS SHALL USE A 3/8" PREMOLDED JOINT FILLER PER SEC 9-04.1(2). JOINTS SHALL
EXTEND THROUGH THE FULL CROSS-SECTION OF THE CONCRETE & CURB GUTTER, WHERE APPLICABLE.
2. CONTRACTION (CONTROL) JOINTS SHALL BE SPACED NO FURTHER THAN 1.5 TIMES THE SHORTEST DIMENSION, OR
15'-0" ON CENTER MAX.
3. PROVIDE THICKENED EDGE AT TRANSITIONS TO OTHER PAVED STRUCTURES.
4. OPEN-GRADED, CRUSHED GRAVEL AGGREGATE IS RECOMMENDED. WSDOT MATERIAL SPECIFICATION SHOULD BE
USED FOR SELECTION OF THE OPEN GRADED GRAVEL MATERIAL SELECTION. "PERMEABLE BALLAST" AND
"AGGREGATE FOR BITUMINOUS SURFACE TREATMENT" ARE ACCEPTABLE WSDOT MATERIALS.
5. CONCRETE SHALL BE JOINTED PLAIN CONCRETE PAVEMENT WITH DOWELED TRANSVERSE JOINTS AND TIED
LONGITUDINAL JOINTS. MAXIMUM JOINT SPACING IS 15 FEET. DOWELS SHALL BE 1.5-INCH DIAMETER BY 18 INCHES
LONG EPOXY-COATED BAR, SPACED 24 INCHES APART, AND PLACED AT MID SLAB DEPTH. TIES SHALL BE #4 OR
LARGER-SIZED BAR, AT LEAST 24 INCHES LONG, SPACED 36 INCHES APART, AND PLACED AT MID-SLAB DEPTH.
6. CONTRACTOR SHALL PROVIDE SUBMITTAL FOR JOINT LAYOUT WITH DOWELS AND TIE BARS. PROVIDE 3-INCH
SPACING BETWEEN REBAR AND JOINTS. DO NOT RUN REBAR CONTINUOUSLY BEYOND JOINTS.
COMPACTED SUBGRADE OR STRUCTURAL FILL (WSDOT SPECIFICATIONS
9-03.14(2) FOR GRAVEL BASE)TO REQUIRED SUBGRADE ELEVATION.
SCARIFY, MOISTEN OR DRY TO WITHIN 3% OF OPTIMUM MOISTURE, AND
RE-COMPACT A MINIMUM OF 2" - 8" OF EXISTING SUBGRADE, DEPENDING
ON DEPTH OF EXISTING UTILITIES, COMPACTED TO AT LEAST 95% OF
THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557
#4 EPOXY COATED REBAR AT
12" ON CENTER, EACH WAY
PROVIDE 3" SPACING
BETWEEN REBAR
AND EDGE OF SLAB
OR UTILITY LID
4-1
/2
"
CL
EA
RA
NC
E
H
H
H
I
J
L
M
NOTES
1. REFER TO SHEET C1 FOR GENERAL CIVIL NOTES.
2. AT THE TIME OF INSTALLATION ALL SIGNAGE AND
STRIPING IN THE PUBLIC RIGHT-OF-WAY SHALL BE
COMPLETED ACCORDING TO THE MOST UP-TO-DATE
CITY OF SPOKANE STANDARDS AND SPECIFICATIONS.
3. OBSTRUCTION PERMITS MUST ALSO BE OBTAINED
FOR CONSTRUCTION IN THE CITY OF SPOKANE PUBLIC
RIGHT-OF-WAY. ALONG WITH THE TIME LIMITATIONS
OF AN OBSTRUCTION PERMIT, REQUIREMENTS OF
THIS PERMIT WAY ALSO INCLUDE TRAFFIC CONTROL
MEASURES, WORK-HOUR TIME RESTRICTIONS, AND
THE TYPE OF MATERIALS.
4. PROPOSED CONCRETE SHALL MATCH ADJACENT
EXISTING TOP BACK OF CURB AND SIDEWALK
ELEVATIONS, WHERE APPLICABLE.
K
ME MATCH EXISTING
TC TOP OF CURB
TP TOP OF PAVEMENT
ABBREVIATIONS
L
M
X:#
#
J
V
VFD
30A/3P
30A/3P
30A
30A
PC
ID x
SYMBOLS LEGENDSYMBOL DESCRIPTION
SYMBOLS LEGENDSYMBOL DESCRIPTION
M
X
T
X
ELECTRICAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS
GENERAL NOTES1. 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.
3. CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES.
4. CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIAL FOR COMPLETE WIRING SYSTEMS AS SHOWN OR SPECIFIED.
5. INSTALLATION SHALL COMPLY WITH NEC 2017 AND LOCAL CODES.
6. 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 UNLESS OTHERWISE NOTED.
BASIC MATERIALS AND METHODSPART 1 -- GENERAL1.01 REFERENCES
A. UNDERWRITERS LABORATORIES INC.:UL 6 RIGID STEEL CONDUIT.UL 797 ELECTRICAL METALLIC TUBING.
B. AMERICAN NATIONAL STANDARDS INSTITUTE:ANSI/NEMA FB 1 FITTINGS AND SUPPORTS FOR CONDUIT AND CABLE ASSEMBLIES.ANSI/NEMA OS 1 SHEET-STEEL OUTLET BOXES, DEVICE BOXES, COVERS AND BOX SUPPORTS.ANSI C80.1 RIGID STEEL CONDUIT.ANSI C80.3 ELECTRICAL METALLIC TUBING.
C. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION:NEMA WC 5 THERMOPLASTIC INSULATED WIRE AND CABLE FOR THE
TRANSMISSION AND DISTRIBUTION OF ELECTRICAL ENERGY.
1.02 SUPPORT SYSTEMS
A. SUPPORT SYSTEMS SHALL BE ADEQUATE FOR WEIGHT OF EQUIPMENT AND CONDUIT, INCLUDINGWIRING, WHICH THEY CARRY.
1.03 SUBMITTALS
A. SUBMIT ON THE FOLLOWING:1. LIGHT FIXTURES2. PANELBOARDS
PART 2 -- PRODUCTS
2.01 RIGID METAL CONDUIT AND FITTINGS
A. 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.
C. INTERMEDIATE METAL CONDUIT (IMC): UL 1242 AND ANSI C80; STEEL, HOT DIPPED GALVANIZED,THREADED.
2.02 ELECTRICAL METALLIC TUBING (EMT) AND FITTINGS
A. EMT: UL 797 AND ANSI C80.3; STEEL TUBING, HOT-DIP GALVANIZED.
B. FITTINGS: ANSI/NEMA FB 1; STEEL, RAINTIGHT, INSULATED THROAT, COMPRESSION TYPE.
2.03 FLEXIBLE METAL CONDUIT AND FITTINGS
A. FLEXIBLE METAL CONDUIT: FS WW-C-566; GALVANIZED STEEL.
B. LIQUIDTIGHT CONDUIT: FLEXIBLE METAL CONDUIT WITH COPPER BONDING TAPE ANDWEATHERPROOF JACKET.
C. FITTINGS: ANSI/NEMA FB 1; STEEL, INSULATED THROAT.
2.04 CONDUIT SUPPORTSA. CONDUIT CLAMPS, STRAPS, AND SUPPORTS: STEEL OR MALLEABLE IRON.
2.05 SUPPORTING DEVICESA. SUPPORT CHANNEL: ELECTRO-GALVANIZED, 12 GAUGE, 1-5/8" X 1-5/8" MINIMUM SIZE.
B. HARDWARE: CORROSION RESISTANT.
2.06 BUILDING WIREA. THERMOPLASTIC-INSULATED BUILDING WIRE: NEMA WC 5.
1. INTERIOR FEEDERS, BRANCH CIRCUITS #8 AND LARGER, AND CONTROL WIRING: COPPER,STRANDED CONDUCTOR, 600 VOLT INSULATION, 90 DEGREE TYPE THHN/THWN. SOLIDCONDUCTOR IS UNACCEPTABLE.
2. BRANCH CIRCUITS#10 AND #12 WIRING: COPPER, SOLID CONDUCTOR, 600 VOLT INSULATION, 90DEGREE TYPE THHN/THWN OR EQUIVALENT MC CABLE.
3. CONTROL PANEL WIRING: COPPER, STRANDED CONDUCTOR, 600 VOLT INSULATION, EXTRAFLEXIBLE TYPE MTW.
2.07 IDENTIFICATIONA. 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.
2.08 PANELBOARDSA. ACCEPTABLE MANUFACTURERS SHALL BE SQUARE D, SIEMENS, EATON/CUTTLER HAMMER OR
APPROVED EQUIVALENT
B. BREAKER’S SERVING LIGHT CIRCUITS SHALL BE SWITCH RATED BREAKERS.
C. PANELBOARD AND BREAKER SIZES SHALL MATCH AS SPECIFIED ON SHEET E2.1.
2.09 DISCONNECTSA. ACCEPTABLE MANUFACTURERS SHALL BE SQUARE D, SIEMENS, EATON/CUTTLER
HAMMER OR APPROVED EQUIVALENT.
B. SWITCHES SHALL BE FUSED TYPE HEAVY DUTY 250 OR 600 VOLT RATED, OR AS
NOTED, OF CAPACITY FOR SIZE OF MOTOR OR EQUIPMENT INDICATED ON THE
DRAWINGS.
C. ANY SNAP SWITCHES USED IN LIEU OF A FUSED DISCONNECT SHALL BE MOTOR
RATED AND HAVE OVERLOAD PROTECTION IN ACCORDANCE WITH THE NEC.
PART 3 -- EXECUTION3.01 CONDUIT INSTALLATION
A. 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.
C. CONDUIT TERMINATIONS AT SWITCHBOARDS, PULL BOXES, ETC., SHALL BE RIGIDLY SECURED USINGLOCKNUTS AND METALLIC GROUNDING INSULATING BUSHINGS WHERE REQUIRED OR INDICATED ONDRAWINGS.
D. USE CONDUIT BODIES TO MAKE SHARP CHANGES IN DIRECTION, AS AROUND BEAMS, ON APPROVALOF ENGINEER ONLY.
E. WHERE CONDUITS ENTER/EXIT FLOOR, PROVIDE THREADED COUPLING WITH UPPER END FLUSH WITHFINISHED FLOOR. INSTALL THREADED PLUGS IN UNUSED CONDUITS.
F. USE HYDRAULIC ONE_SHOT CONDUIT BENDER OR FACTORY ELBOWS FOR BENDS IN CONDUIT LARGERTHAN 1-1/4 INCH SIZE.
G. USE SUITABLE CONDUIT CAPS TO PROTECT INSTALLED CONDUIT AGAINST ENTRANCE OF DIRT ANDMOISTURE.
H. PROVIDE SUITABLE PULL STRING IN ALL SPARE AND DATA/COMMUNICATION CONDUITS INSTALLED ORACCESSED IN THIS CONTRACT, EXCEPT SLEEVES AND NIPPLES.
I. SEAL BETWEEN RACEWAY AND BUILDING WHERE RACEWAY PASSES THROUGH EXTERIOR WALL ORRATED FIREWALL PER THE FOLLOWING:1. 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.
OS
3.02 CONDUIT INSTALLATION SCHEDULE
A. EXPOSED OUTDOOR LOCATIONS: GALVANIZED RIGID STEEL CONDUIT.
B. 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 2INCHES DIAMETER: ELECTRICAL METALLIC TUBING.
D. MOTOR TERMINALS: FLEXIBLE METAL CONDUIT (18" MAXIMUM LENGTH) FOR FLEXIBILITY.INCLUDE INTERNAL GROUND WIRE.
E. THE ABOVE SCHEDULE APPLIES UNLESS SPECIFICALLY INDICATED OTHERWISE ON THEDRAWINGS OR IN THE SPECIFICATIONS.
3.03 COORDINATION OF BOX LOCATIONS
A. 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.
C. ELECTRICAL BOX LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE UNLESSDIMENSIONED. VERIFY LOCATION OF OUTLETS IN OFFICES AND WORK AREAS PRIOR TOROUGH-IN.
D. 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.
3.04 SUPPORTING DEVICES
A. FASTEN HANGER RODS, CONDUIT CLAMPS, AND OUTLET AND JUNCTION BOXES TO BUILDINGSTRUCTURE.
B. DO NOT FASTEN SUPPORTS TO PIPING, DUCTWORK, MECHANICAL EQUIPMENT, OR CONDUIT.
C. DO NOT USE POWDER-ACTUATED ANCHORS.
3.05 GENERAL WIRING METHODS
A. USE NO WIRE SMALLER THAN 12 AWG FOR POWER AND LIGHTING CIRCUITS, AND NO SMALLERTHAN 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.UNLESS NOTED OTHERWISE ON DRAWING.
C. SPLICE ONLY IN JUNCTION OR OUTLET BOXES. NO SPLICING SHALL BE PERMITTED INPANELBOARD ENCLOSURES.
D. FEEDERS SHALL NOT BE SPLICED WITHOUT SPECIFIC APPROVAL FROM OWNER.
E. NEATLY TRAIN AND LACE WIRING INSIDE BOXES, EQUIPMENT, AND PANELBOARDS.
3.06 WIRING INSTALLATION IN RACEWAYS
A. PULL ALL CONDUCTORS INTO A RACEWAY AT THE SAME TIME. USE UL LISTED WIRE PULLINGLUBRICANT FOR PULLING 4 AWG AND LARGER WIRES.
B. INSTALL WIRE IN RACEWAY AFTER ALL MECHANICAL WORK LIKELY TO DAMAGE CONDUCTORSHAS BEEN COMPLETED.
3.07 WIRING CONNECTIONS AND TERMINATIONS
A. SPLICE ONLY IN ACCESSIBLE JUNCTION BOXES.
B. USE UL LISTED COMPRESSION TYPE CONNECTORS WITH INSULATING COVERS FOR COPPERWIRE SPLICES AND TAPS. FOR 8 AWG AND SMALLER, USE INSULATED SPRING CONNECTORSWITH PLASTIC CAPS; 3M SCOTCHLOK OR EQUAL.
C. THOROUGHLY CLEAN WIRES BEFORE INSTALLING LUGS AND CONNECTORS.
D. MAKE SPLICES, TAPS, AND TERMINATIONS TO CARRY FULL AMPACITY OF CONDUCTORSWITHOUT PERCEPTIBLE TEMPERATURE RISE.
E. TERMINATE DEAD-ENDED CONDUCTORS WITH ELECTRICAL TAPE AND MAKE SAFE.
3.08 FIELD QUALITY CONTROL
A. INSPECT WIRE AND CABLE FOR PHYSICAL DAMAGE AND PROPER CONNECTION.
B. TORQUE TEST CONDUCTOR CONNECTIONS AND TERMINATIONS TO MANUFACTURER'SRECOMMENDED VALUES.
3.09 COLOR CODING
A. WIRING SHALL CONFORM TO THE FOLLOWING COLOR CODE. SIZES #8 AWG AND SMALLERSHALL BE COLORED, #6 AWG AND LARGER MAY BE COLORED WITH PLASTIC TAPE OF THEAPPROPRIATE COLOR.
DESCRIPTION 208Y/120V CONTROLPHASE A (LEFT) BLACK -PHASE B (CENTER) RED -PHASE C (RIGHT) BLUE -NEUTRAL WHITE WHITEGROUND GREEN GREEN120 VAC CONTROL - RED120 VAC CONTROL NEUTRAL - WHITEDC CONTROL (+) - BLUEDC CONTROL (-) - BLUE/WHITEEXTERNAL SOURCE - YELLOW
3.10 IDENTIFICATION
A. DEGREASE AND CLEAN SURFACES TO RECEIVE NAMEPLATES AND TAPE LABELS.
B. INSTALL NAMEPLATES ON ALL EQUIPMENT DISCONNECTS, CONTROL PANELS, ETC., INSTALLED.INSTALL PARALLEL TO EQUIPMENT LINES.
C. SECURE NAMEPLATES TO EQUIPMENT USING SCREWS.
D. INSTALL LABELS (EMBOSSED TAPE) ON ALL OTHER BOXES AND DEVICES, INCLUDING BUT NOTLIMITED TO SWITCHES, RECEPTACLES.
E. NAMEPLATES AND LABELS SHALL INDICATE PANEL AND CIRCUIT NUMBER EQUIPMENT ISSERVED FROM. ("PNLA:2" FOR CIRCUIT 2 FROM PANEL A).
F. PROVIDE WIRE MARKERS ON EACH CONDUCTOR IN PANELBOARD GUTTERS, PULL BOXES,OUTLET AND JUNCTION BOXES, AND AT ALL LOAD CONNECTIONS. IDENTIFY WITH BRANCHCIRCUIT OR FEEDER NUMBER AS INDICATED ON DRAWINGS. FOR CONTROL WIRING, IDENTIFYWITH 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.
3.11 COMMUNICATION CABLE
A. CAT5e - SUPERIOR ESSEX 24 GAUGE, FOUR TWISTED PAIR SOLID COPPER, DATA GRADE FOR100Mbps LAN SYSTEM. CABLE SHALL BE PLENUM RATED.
3.12 CABLE SUPPORTS AND WRAPS
A. CABLE J-HOOK:
1. APPROVED MANUFACTURES AND CADDY, B-LINE, OR APPROVED EQUIVALENT.
2. BRIDAL RINGS ARE NOT APPROVED FOR USE.
3. J HOOK WIDTH SHALL BE MINIMUM 3/4". PROVIDE SIZE APPROPRIATE FOR CONDUCTOR QUANTITY. MULTI-TIER J-HOOKS SHALL BE PROVIDED TO SEPARATEDIFFERENT LOW VOLTAGE SYSTEMS WHERE A COMMON ROUTE OR PATHWAY IS USED.
B. TIE WRAP
1. APPROVED MANUFACTURES ARE LEVITON OR APPROVED EQUIVALENT.
2. TIE WRAPS SHALL BE RECLOSEABLE LOOP WRAP STYLE. AVAILABLE IN 1/2" WIDE, 15'-75' BULK ROLLS OF HOOK AND LOOP WRAP.
3. PLASTIC FASTENERS ARE NOT APPROVED.
3.13 VOICE/DATA CONNECTORS
A. LEVITON , RJ-45 CONFIGURATION MULTI-MEDIA JACK, CAT 5e E1A/TIA 569B COMPLIANT FLUSH MOUNT. LEVITON #5G110-R15.
B. ALL PLATE SHALL BE SINGLE GANG, 6-PORT IVORY AS STANDARD, WITH DESIGNATION WINDOW, LEVITON #42080-4IS.
3.14 TESTING AND ACCETANCE
A. START-UP. THE COMMUNICATIONS SYSTEM CONTRACTOR SHALL BE RESPONSIBLE FOR THE START-UP, COMMISSIONING, AND TROUBLESHOOTING OF THE SIGNAL ANDCOMMUNICATIONS SYSTEMS. NOTIFY THE OWNER, ARCHITECT AND ENGINEER OF THE DATE AND TIME OF COMMISSION TESTING AT LEAST TWO WEEKS PRIOR TOTESTING. THE OWNER MAY SELECT TO HAVE THE TESTING WITNESSES BY THEIR PERSONAL OR AUTHORIZED REPRESENTATIVE. START-UP AND TESTING OF THESYSTEM THE ELECTRICAL SUBCONTRACTOR IS NOT ACCEPTABLE..
B. TEST RESULTS: UPON COMPLETION OF THE TESTING, THE COMPLETED TEST DOCUMENTATION SHALL BE SENT TO THE ARCHITECT STATING THAT THE ADJUSTMENTAND COMMISSIONING OF THE SYSTEM IS COMPLETE. A COPY OF EACH TEST SHALL BE INCLUDED IN THE OPERATIONS AND MAINTENANCE MANUAL.
C. DEFICIENCIES; IN THE EVENT THAT DEFECTS OR DEFICIENCIES ARE FOUND, THEY ARE TO BE CORRECTED TO THE SATISFACTION OF THE ARCHITECT.
D. ACCEPTANCE: SIGNAL AND COMMUNICATIONS SYSTEMS WILL NOT BE ACCEPTED ON A DEVICE-BY-DEVICE OR AREA-BY-AREA BASIS, BUT ONLY AS FULLY COMPLETEDAND OPERATIONAL SYSTEM BENEFICIAL USAGE SHALL START UPON SUCCESSFUL COMPLETION OF THE SYSTEM TEST AND ACCEPTANCE BY THE OWNER.
E. UTP CABLING: ALL UTP WIRING WILL BE CERTIFIED TO MEET OR EXCEED THE SPECIFICATIONS AS SET FORTH IN THE LINK PERFORMANCE TESTING SPECIFICATIONS AREFIELD TESTING OF UNSHIELDED TWISTED PAIR CABLING SYSTEMS, TIA/IA TSB-67 LEVEL II FOR CAT5e LINKS. CERTIFICATIONS SHALL INCLUDE THE FOLLOWINGPARAMETERS FOR EACH PAIR OF EACH CABLE INSTALLED:
1. WIRE MAP (PIN TO PIN CONNECTIVITY), LENGTH (FEET), ATTENUATION, CROSSTALK (NEXT).
3:15 TERMINATIONS
A. ALL TERMINATIONS MUST BE MADE BY CERTIFIED PERSONNEL IN STRICT ACCORDANCE WITH THE CONNECTOR MANUFACTURERS INSTALLATION PROCEDURE. AS ACONDITION OF THE CONTRACT AWARD, THE CONTRACTOR MUST PROVIDE EVIDENCE THAT THE PERSONNEL PERFORMING THE TERMINATIONS ARE CERTIFIED BY THECONNECTOR MANUFACTURER.
B. ALL TERMINATIONS MUST BE MADE BY CERTIFIED PERSONNEL IN STRICT ACCORDANCE WITH THE CONNECTOR MANUFACTURERS INSTALLATION PROCEDURE. AS ACONDITION OF THE CONTRACT AWARD, THE CONTRACTOR MUST PROVIDE EVIDENCE THAT THE PERSONNEL PERFORMING THE TERMINATIONS ARE CERTIFIED BY THECONNECTOR MANUFACTURER.
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
END OF SECTION
SHEET NOTE
CONDUIT, VERTICAL TRANSITION
CONDUIT CAPPED
HOME RUN
X = PANELBOARD
# = BRANCH CIRCUIT NUMBER(S)
JUNCTION BOX
SURFACE RACEWAY (DEVICES SHOWN)
FLUSH FLOOR BOX (DEVICES SHOWN)
POWER POLE
VAULT
TRANSFORMER
CURRENT TRANSFORMER
NORMALLY OPEN CONTACTOR
NORMALLY CLOSED CONTACTOR
CIRCUIT BREAKERNUMBER 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
LUMINAIRE:ID = FIXTURE TYPEx = SWITCH ASSOCIATION
2'x4' RECESSED LUMINAIRE
2'x4' RECESSED LUMINAIRE
1'x4' RECESSED LUMINAIRE
1'X4' SURFACE MTD LUMINAIRE
PENDANT-MTD/SUSPENDED LUMINAIRE
STRIP FLUORESCENT LUMINAIRE
CEILING-MTD LUMINAIRE
WALL-MTD LUMINAIRE
SINGLE-POLE WALL SWITCH
PHOTOCELL CONTROL
OCCUPANCY SENSOR
LIGHTING CONTROL PANEL
RECEPTACLE OUTLET:X = AS FOLLOWS:
A - ABOVE COUNTERC - CLOCK HANGEREP - EXPLOSION PROOFG - GROUND FAULT CIRCUIT INTERRUPTS - SAFETY TYPET - TIMER CONTROLLEDWP- WEATHERPROOFMW- MICROWAVE, REFER TO ARCHITECTURAL
DUPLEX RECEPTACLE, 125V, 20A
DOUBLE-DUPLEX RECEPT, 125V, 20A
CEILING-MTD DUPLEX RECEPTACLE, 125V, 20A
CEILING-MTD DOUBLE-DUPLEX RECEPTACLE, 125V, 20A
SPECIAL PURPOSE RECEPTACLEX = TYPE
MOTOR CONNECTION
EQUIPMENT CONNECTION
DISCONNECT SWITCH
FLUSH MOUNTED PANELBOARD
SURFACE MOUNTED PANELBOARD
480V PANELBOARD
208V OR 240V PANELBOARD
TRANSFORMER
HANDHOLEHH
www.coffman.com
ph 509.328.2994
10 N. Post Street, Suite 500
Spokane, WA 99201
BID SET
E1
12
SHEET INDEXSheet Title Sheet Number
NOTES, SYMBOLS & SPECS E1
DEMO SITE PLAN E2
ELECTRICAL SITE PLAN E3
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
BENCH BENCH BENCH BENCH
N. W
ALL S
T.
W. S
PR
AG
UE
AV
E.
W. R
IVE
RS
IDE
AV
E.
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
SK
YW
ALK
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
BENCH BENCH BENCH BENCH
BENCH BENCH
SK
YW
ALK
SKYWALK
AeccDbCogoPoint (AeccLand120)
AeccDbSurfaceContourLabeling (AeccLand120)
1
1 1
3
2
WP/G1LA:4
WP/G1LA:2
WP/G1LA:4
WP/G1LA:2
44
1
1. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE NEC AS ADOPTED BY THESTATE OF WASHINGTON OR THE LOCAL AUTHORITY HAVING JURISDICTION.
GENERAL NOTES
1. EXISTING STREET TREE WITH RECEPTACLE TO BE DEMOLISHED.
2. EXISTING STREET LIGHT TO BE RELOCATED
3. EXISTING STA ZONE SIGN TO BE DEMOLISHED.
4. REMOVE EXISTING STA ZONE POST/SIGN AND REMOVE WIRES BACK TO NEAREST JUNCTIONOR PANEL SERVING SIGN. PROTECT AND CAP EXISTING CONDUIT. PATCH CONCRETE ASNEEDED.
SHEET NOTES-
SCALE:B1 DEMO SITE PLAN1" = 20'-0" NORTH
www.coffman.com
ph 509.328.2994
10 N. Post Street, Suite 500
Spokane, WA 99201
BID SET
E2
12
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
BENCH BENCH BENCH BENCH
N. W
ALL S
T.
W. S
PR
AG
UE
AV
E.
N. P
OS
T. S
T
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
AeccDbCogoPoint (AeccLand120)
BENCH BENCH BENCH BENCH
BENCH BENCH
SKYWALK
4
(2)1"C1
FUTURE ZONEMARKER LOCATION
RELOCATEDLIGHT POLELOCATION
5
AeccDbCogoPoint (AeccLand120)
BENCH BENCH BENCH
22
(1)3"C (DATA)(1)3"C (POWER)(1)1"C (DATA)
(1)1"C (POWER)
(1)1"C (POWER)TICKET VENDINGMACHINE
LIGHT POLE WITHFARE VALIDATOR
BUS STOPSHELTER
LIGHT POLE WITHFARE VALIDATOR
(1)2"C (DATA)MARKER SIGN
1
3
1
HH HH (1)1"C (POWER)
1. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE NEC AS ADOPTED BY THESTATE OF WASHINGTON OR THE LOCAL AUTHORITY HAVING JURISDICTION.
GENERAL NOTES
1. CORE DRILL STA PLAZA BASEMENT SIDE WALL, ROUTE CONDUIT THROUGH WALL 12" ANDCAP FOR FUTURE USE. SEAL EXTERIOR WALL AROUND CONDUIT PENETRATION TOMAINTAIN THE WATERPROOF INTEGRITY OF THE EXTERIOR WALL.
2. 18"X24" HAND HOLE WITH STEEL LOCKABLE COVER.
3. REFERENCE STRUCTURAL DETAIL A1 ON DRAWING S3 FOR ADDITIONAL FOUNDATIONDETAILS.
4. FUTURE STA ZONE SIGN. CAP CONDUIT BELOW CONCRETE FOR FUTURE SIGNINSTALLATION.
5. RELOCATED STREET LIGHT POLE LOCATION. EXTEND CONDUIT END CONDUCTORS FROMOLD LOCATION.
SHEET NOTES-
SCALE:B1 ELECTRICAL SITE PLAN1" = 20'-0" NORTH
www.coffman.com
ph 509.328.2994
10 N. Post Street, Suite 500
Spokane, WA 99201
BID SET
E3
12
1E3
SCALE:1 ENLARGED VIEW1/4" = 1'-0" NORTH
