Seattle.gov Home · centerline alignment data. no.lengthdirection start station end station start coord end coord. 1 171.010'n59° 20' 30.60"e0+00.00' 1+71.01'1269848.4639',223581.4286'1269995.5709',223668.6292

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WA-03-0245

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SHEET NO.

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FEDERAL AID PROJECT NO.

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STATE

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REGION NO.

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WA

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10

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32

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%%UDETAIL AND SECTION REFERENCING

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PROJECT EXCEPT WHERE OTHERWISE NOTED.)

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("VAR" SPECIFIES THAT DETAIL WAS

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TAKEN FROM SEVERAL SHEETS.)

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%%USECTION A-A

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SECTION A-A IS SHOWN ON SHEET 32.

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SECTION A-A IS TAKEN FROM SHEET 30.

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30

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INITIALS AND DATE

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DEPARTMENT OF FINANCE & ADMINISTRATIVE SERVICES

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APPROVED FOR ADVERTISING

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SEATTLE, WASHINGTON

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BY:

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CITY PURCHASING & CONTRACTING SERVICES DIRECTOR

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NANCY LOCKE

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REV'D

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CHK'D

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MADE

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REVISIONS

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NATURE

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MARK

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DATE

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VAULT SERIAL NO.

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SPECIFICATIONS AND OTHER DOCUMENTS CALLED FOR IN SECTION 0-02.3 OF THE PROJECT MANUAL.

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ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF SEATTLE STANDARD PLANS AND

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COLUMBIA ST TWO-WAY TRANSIT CORRIDOR

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790-432

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MM

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AG

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AG

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36760

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8-22-17

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1

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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TS6753C

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TS6753A

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1

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33

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CV1 COVER

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VICINITY MAP NTS

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PROJECT LOCATION MAP SCALE: 1"=400'

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SHEET LOCATION MAP SCALE: 1"=100'

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SP1

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PV1

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UT1

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UT2

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CH3

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PIONEER SQUARE HISTORIC DISTRICT

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H. 1"=20', V. 1"=10'

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MM

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JT1

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CH1

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ICH1

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SI3

CENTERLINE ALIGNMENT DATANO. LENGTH DIRECTION START

STATIONEND

STATION START COORD END COORD1 171.010' N59° 20' 30.60"E 0+00.00' 1+71.01' 1269848.4639',223581.4286' 1269995.5709',223668.6292'

2 321.709' N59° 24' 07.33"E 1+71.01' 4+92.72' 1269995.5709',223668.6292' 1270272.4848',223832.3824

3 322.103' N59° 24' 06.76"E 4+92.72' 8+14.82' 1270272.4848',223832.3824' 1270549.7380',223996.3372'

4 322.032' N59° 22' 50.07"E 8+14.82' 11+36.85' 1270549.7380',223996.3372' 1270826.8686',224160.3586'

5 322.186' N59° 22' 40.57"E 11+36.85' 14+59.04' 1270826.8686',224160.3586' 1271104.1241',224324.4712'

Seattle

*790-432-2*

PW# 2016-113

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1. PAVEMENT, SIDEWALK AND CURB REMOVALS SHALL EXTEND TO EXISTING JOINTS, TO LIMITS IDENTIFIED AS "SAWCUT" ON THE DRAWINGS, OR TO LIMITS DETERMINED BY THE ENGINEER. SEE SECTION 2-02.3. 2. ALL JOINTS AT THE MEET LINES OF NEW CONSTRUCTION AND EXISTING SURFACES SHALL BE BUTT JOINTS. SEE SECTION 5-04.3(10)B. 3. PAVING AROUND INLETS AND CATCH BASINS SHALL BE SLOPED TO ESTABLISH A DRAINAGE TRANSITION ZONE PER STANDARD PLAN 260A. 4. CURB REVEAL SHALL VARY FROM 4 INCH MINIMUM TO 6 INCH MAXIMUM.CURB REVEAL SHALL VARY FROM 4 INCH MINIMUM TO 6 INCH MAXIMUM.

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ROADWAY NOTES

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UNLESS OTHERWISE NOTED ON THE DRAWINGS:

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1. UNLESS NOTED OTHERWISE ON THE PLANS OR DIRECTED BY THE ENGINEER, UNLESS NOTED OTHERWISE ON THE PLANS OR DIRECTED BY THE ENGINEER, ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF SEATTLE STANDARDS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (2014 EDITION) AND SDOT DIRECTOR'S RULE 5-2009 AND ALL OTHER DOCUMENTS CALLED FOR IN SECTION 0-02.3 OF THE PROJECT MANUAL. COPIES OF EACH SHALL BE ON SITE AT ALL TIMES DURING CONSTRUCTION 2. FOR REQUIREMENTS REGARDING THE PROTECTION AND RESTORATION OF PUBLIC FOR REQUIREMENTS REGARDING THE PROTECTION AND RESTORATION OF PUBLIC AND PRIVATE PROPERTY SEE SECTIONS 1-07.16 & 1-07.17. FOR REQUIREMENTS REGARDING DEMOLITION NEAR AREAWAYS, SEE 2-02.3(3)C. 3. UNDER NO CIRCUMSTANCES SHALL WORK BE PERFORMED WHICH WOULD UNDER NO CIRCUMSTANCES SHALL WORK BE PERFORMED WHICH WOULD REMOVE, ADJUST, DESTROY OR OTHERWISE MAKE A SURVEY MONUMENT NO LONGER VISIBLE OR READILY ACCESSIBLE WITHOUT A PERMIT FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. SEE SECTION 1-07.16(1) AND 1-05.5(3)E. 4. TREES, SHRUBS AND OTHER PLANT MATERIAL NOT DESIGNATED FOR REMOVAL TREES, SHRUBS AND OTHER PLANT MATERIAL NOT DESIGNATED FOR REMOVAL SHALL BE PROTECTED FROM DAMAGE. SEE SECTIONS 1-07.16(2) AND 8-01 FOR REQUIREMENTS REGARDING THE TREE, VEGETATION AND SOIL PROTECTION PLAN. 5. RESTORATION OF CONTRACTOR DAMAGE TO EXISTING UTILITIES SHALL BE AT RESTORATION OF CONTRACTOR DAMAGE TO EXISTING UTILITIES SHALL BE AT THE CONTRACTOR'S EXPENSE. SEE SECTIONS 1-07.13 AND 1-07.16. 6. THE CONTRACTOR SHALL NOTIFY THE UTILITIES FOR UNDERGROUND UTILITY THE CONTRACTOR SHALL NOTIFY THE UTILITIES FOR UNDERGROUND UTILITY LOCATIONS BEFORE COMMENCEMENT OF ANY EXCAVATION. ADVANCE NOTIFICATION IS REQUIRED. SEE SECTION 1-07.28. 7. FOR NOTIFICATION AND COORDINATION REQUIREMENTS, INCLUDING FOR NOTIFICATION AND COORDINATION REQUIREMENTS, INCLUDING COMMUNICATION WITH METRO TRANSIT, SEE SECTION 1-07.28. 8. EXCAVATIONS NEAR SCL FACILITES; ALL EXCAVATIONS ADJACENT TO SEATTLE EXCAVATIONS NEAR SCL FACILITES; ALL EXCAVATIONS ADJACENT TO SEATTLE CITY LIGHT (SCL) POLES, VAULTS, HANDHOLES CONDUITS OR OTHER FACILITIES SHALL COMPLY WITH WASHINGTON ADMINISTRATIVE CODE, WAC 296-155 PART N "EXCAVATION AND SHORING. 9. HIGH VOLTAGE WORKING CLEARANCE: STATE LAW REQUIRES ALL CONSTRUCTION HIGH VOLTAGE WORKING CLEARANCE: STATE LAW REQUIRES ALL CONSTRUCTION GH VOLTAGE WORKING CLEARANCE: STATE LAW REQUIRES ALL CONSTRUCTION WORKERS, THEIR TOOLS, MACHINERY, TEMPORARY STRUCTURES, EQUIPMENT AND MATERIALS TO MAINTAIN A MINIMUM OF 10-FEET OR MORE CLEARANCE FROM POWER LINES (SEE WAC 296-24-960 FOR ADDITIONAL CLEARANCE REQUIREMENTS.) THE CONTRACTOR SHALL REQUEST AN SCL SAFETY WATCH FOR ALL EXCAVATIONS IN AN ENERGIZED ZONE. 10. DEMO IN THE SEATTLE CITY LIGHT (SCL) VAULT ZONE: THE VAULT ZONE IS DEMO IN THE SEATTLE CITY LIGHT (SCL) VAULT ZONE: THE VAULT ZONE IS ANY AREA ABOVE OR WITH-IN 5 FEET OF AN SCL VAULT. THE CONTRACTOR SHALL SUBMIT AND RECEIVE APPROVAL FROM THE ENGINEER FOR THEIR DEMO METHODS IN THE SCL VAULT ZONE. THE CONTRACTOR MUST NOT USE MACHINE MOUNTED AIR OR HYDRAULIC IMPACT HAMMERS WITH-IN THE SCL VAULT ZONE. DEMO OF ROAD PANELS WITH-IN THE SCL VAULT ZONE MUST BE DONE WITH A SAW AND LIFT OR OTHER APPROVED METHOD. 11. CASTING AND HANDHOLE ADJUSTMENTS: ALL CASTINGS AND HANDHOLES SHALL CASTING AND HANDHOLE ADJUSTMENTS: ALL CASTINGS AND HANDHOLES SHALL ASTING AND HANDHOLE ADJUSTMENTS: ALL CASTINGS AND HANDHOLES SHALL BE ADJUSTED TO FINISH GRADE. ONLY AUTHORIZED PERSONNEL MAY OPEN A SCL HANDHOLE OR VAULT. ARRANGE FOR A SCL SAFETY WATCH AND INSPECTOR FOR ALL ADJUSTMENTS PERFORMED BY THE CONTRACTOR, SEE SECTION 7-05.3 AND 7-20.3(1).

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GENERAL NOTES

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DRAINAGE NOTES

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1. FOR INLET CONNECTION BEND AND SLOPE RESTRICTIONS, SEE SECTION 7-08.3(5).

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2. WHEN CONNECTING TO EXISTING SEWER AND DRAINAGE LINES, THE CONTRACTOR

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SHALL VERIFY INVERT ELEVATIONS PRIOR TO CONSTRUCTION. DISCREPANCIES IN

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INVERT ELEVATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE

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ENGINEER.

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3. DUCTILE IRON PIPE BEDDING SHALL BE CLASS D. SEE SECTION 7-08.3(5)

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AND STD PLAN 285.

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4. ALL INLET AND CATCH BASIN PIPE RECONNECTION SHALL BE MISSION

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FLEX-SEAL ARC (WWW.MISSIONRUBBER.COM) OR APPROVED EQUAL. SEE

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SECTIONS 7-08.3(5) AND 7-08.5.

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5. SEATTLE PUBLIC UTILITIES (SPU) APPROVAL REQUIRED FOR ALL PROPOSED NEW

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CATCH BASINS, INLETS AND PIPES PRIOR TO FINAL PAVEMENT RESTORATION.

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CONTACT THE ENGINEER, 48 HOURS IN ADVANCE.

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6. DUCTILE IRON PIPE SHALL BE ANSI A21.51 CLASS 50 WITH PUSH-ON JOINTS. FITTINGS FOR DUCTILE IRON PIPE SHALL BE PER ANSI A21.10 OR ANSI A21.53 WITH PUSH-ON JOINTS. GLANDS ON MECHANICAL JOINT PIPE AND FITTINGS SHALL BE DUCTILE.

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%%USTORMWATER POLLUTION PREVENTION NOTES

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1. THE CONTRACTOR SHALL PREPARE A CONSTRUCTION STORMWATER AND EROSION THE CONTRACTOR SHALL PREPARE A CONSTRUCTION STORMWATER AND EROSION CONTROL PLAN (CSECP), A TREE, VEGETATION AND SOIL PROTECTION PLAN (TVSPP) AND A SPILL PLAN (SP). SEE SECTIONS 1-07.15 AND 8-01.

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%%USIGNING & CHANNELIZATION NOTES

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1. FOR REQUIREMENTS ON LAYOUT AND VERIFICATION OF CHANNELIZATION FOR REQUIREMENTS ON LAYOUT AND VERIFICATION OF CHANNELIZATION FEATURES, SEE SECTION 8-22.3(1). ADVANCE NOTIFICATION IS REQUIRED. 2. SDOT CREWS WILL REMOVE AND INSTALL ANY PARKING SIGNS NEEDED FOR THIS SDOT CREWS WILL REMOVE AND INSTALL ANY PARKING SIGNS NEEDED FOR THIS PROJECT. CONTACT ROBERT BURNS 206-684-5370 WITH 10 DAY ADVANCE NOTIFICATION.

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%%USIGNAL & LIGHTING NOTES

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1. ALL SERVICE CONNECTIONS AND ALL WORK ON SEATTLE CITY LIGHT (SCL) POLES ALL SERVICE CONNECTIONS AND ALL WORK ON SEATTLE CITY LIGHT (SCL) POLES SHALL BE COORDINATED WITH SCL THROUGH THE ENGINEER. EXISTING STREET LIGHT SERVICE DISCONNECTION AND FINAL STREET LIGHT SERVICE CONNECTION SHALL BE MADE BY SCL. CONTACT SCL ELECTRICAL REPRESENTATIVE (ESR) TEN (10) WORKING DAYS IN ADVANCE OF ANY SERVICE NEEDED FROM SCL, SEE SECTION 8-30.1(1). 2. STREET LIGHT WIRING "REDLINES" DEPICTING AS-BUILT CONDITIONS SHALL BE STREET LIGHT WIRING "REDLINES" DEPICTING AS-BUILT CONDITIONS SHALL BE INSPECTED AND SIGNED BY SDOT INSPECTOR AND SUBMITTED TO SCL AT TIME OF REQUEST FOR FINAL STREET LIGHT SERVICE CONNECTIONS. 3. ALL LOOPS IN NEW CONCRETE PAVEMENT SHALL BE PRE-FORMED.ALL LOOPS IN NEW CONCRETE PAVEMENT SHALL BE PRE-FORMED.

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#

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2

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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8-22-17

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2

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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790-432

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AG

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36760

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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TS6753C

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TS6753A

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2

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33

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NT1 GENERAL NOTES

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PC

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R/W

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JOB NO.

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20

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SEATTLE, WASHINGTON

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BY:

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NANCY LOCKE

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REV'D

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CHK'D

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MADE

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REVISIONS

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NATURE

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MARK

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DATE

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VAULT SERIAL NO.

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H. 1"=20', V. 1"=10'

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MM

ADDENDUM#1

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POST AVE

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FIRST AVE

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SECOND AVE

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COLUMBIA ST

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FIFTH AVE

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COLUMBIA ST

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LEGEND

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%%USURVEY SYMBOLS

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MS MAG SPIKE

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SMON STONE MONUMENT

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SK SPIKE

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SCR SCRIBE

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RCKC KING CO. REBAR & CAP

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RBC REBAR & CAP

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RB REBAR

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BD BRASS DISK SURFACE MONUMENT

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MIC MONUMENT IN CASE

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MAGS MAG NAIL W/SHINER

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MAG MAG NAIL

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LTS LOT STAKE

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LT LEAD & TACK

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LS PROPERTY CORNER

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IP IRON PIPE

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HT HUB & TACK

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BNSK BERSTEN SPIKE

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TBM TEMPORARY BENCHMARK

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BM BENCH MARK

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AD ALUMINUM DISK

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Alignment=COLUMBIA CL Station=1+71.01 Offset=0.00 Northing=223668.63 Easting=1269995.57

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N59°22'41"E 322.19'

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N59°22'50"E 322.03'

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N59°24'07"E 322.10'

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N59°24'07"E 321.71'

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BASIS OF BEARING: THE INVERSE BETWEEN WASHINGTON STATE DEPARTMENT OF TRANSPORTATION CONTROL POINTS IS17200 (MONUMENT ID NO. 6468) AND DAVE (MONUMENT ID NO. 3554), SAID INVERSE BEING NORTH 89°32'48"WEST, A DISTANCE OF 552.29 FEET ACCORDING TO THE NAD 83/11 VALUES POSTED. IS17200 (ID NO. 6468) N.223138.310, E.1269515.040 ELEV. 16.092 DAVE (ID NO. 3554) N.223142.687, E.1268962.741 ELEV. 15.607 TO CONVERT THE HORIZONTAL VALUES FROM NAD83/11 TO NAD83/91 AT POINT IS17200 (ID NO. 6468) SUBTRACT 0.36' FROM THE NORTHING AND SUBTRACT 0.35 FEET FROM THE EASTING. BENCH MARK: WASHINGTON STATE DEPARTMENT OF TRANSPORTATION CONTROL POINTS IS17200 (MONUMENT ID NO. 6468), SAID POINT HAVING A NAVD 88 ELEVATION OF 16.092 FEET.

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NOTES: 1. CENTERLINE, RIGHT OF WAY, AND PROPERTY LINES SHOWN HEREON WERE CALCULATED BASED ON PUBLIC INFORMATION SUCH AS ASSESSOR MAPS, RECORD OF SURVEYS, WSDOT HIGHWAY PLANS, AND SEATTLE QUARTER MAPS, SEATTLE GIS DIGITAL INFORMATION. NO TITLE REPORTS WERE REVIEWED IN THE PREPARATION OF THIS BASE MAP. THIS MAP DOES NOT SHOW EASEMENTS, PROPERTY LINE AGREEMENTS, LEASES, OR ANY OTHER INFORMATION THAT MAY BE DISCOVERED BY REVIEWING CURRENT TITLE REPORTS. 2. THE SOUTHERLY BOUNDARY OF COLUMBIA STREET BETWEEN 5TH AVENUE AND 6TH AVENUE IS SHOWN DIFFERENTLY ON THE KING COUNTY ASSESSOR MAP, SEATTLE QUARTER MAP, SEATTLE GIS, AND WSDOT RIGHT OF WAY PLANS. IF AN ACCURATE PROPERTY OWNERSHIP NEEDS TO BE DETERMINED IN THIS VICINITY A FULL TITLE SEARCH NEEDS TO BE ORDERED AND REVIEWED IN ORDER TO FORM AN OPINION OF THE RIGHTS OF THE VARIOUS AGENCIES AN PRIVATE OWNERS.

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42431

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FOR KING COUNTY DOT

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DJR

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MERIDIAN

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WASHINGTON STATE

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LAMBERT GRID

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NORTH ZONE

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NAD 83/11

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VERTICAL DATUM

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NAVD 88

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KC

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LS

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%%USURVEY SYMBOLS

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MS MAG SPIKE

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SMON STONE MONUMENT

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SK SPIKE

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SCR SCRIBE

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RCKC KING CO. REBAR & CAP

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RBC REBAR & CAP

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RB REBAR

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BD BRASS DISK SURFACE MONUMENT

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MIC MONUMENT IN CASE

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MAGS MAG NAIL W/SHINER

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MAG MAG NAIL

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LTS LOT STAKE

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LT LEAD & TACK

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LS PROPERTY CORNER

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IP IRON PIPE

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HT HUB & TACK

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BNSK BERSTEN SPIKE

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TBM TEMPORARY BENCHMARK

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BM BENCH MARK

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AD ALUMINUM DISK

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A

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3

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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3

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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790-432

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MM

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AG

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AG

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36760

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3

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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TS6753C

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TS6753A

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3

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33

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SC1 SURVEY CONTROL

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PC

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R/W

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CO

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JOB NO.

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VAULT PLAN NO.

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SHEET

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OF

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SCALE:

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FUND:

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ORDINANCE NO.

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PW NO.

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REVISED AS BUILT

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RECEIVED

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SDOT

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DES.

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REVIEWED:

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INITIALS AND DATE

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CONST.

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PROJ. MGR.

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INITIALS AND DATE

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DESIGNED

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CHECKED

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DRAWN

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CHECKED

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20

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SEATTLE, WASHINGTON

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BY:

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NANCY LOCKE

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REV'D

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CHK'D

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MADE

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REVISIONS

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NATURE

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MARK

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DATE

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VAULT SERIAL NO.

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Seattle

*790-432-4*

PW# 2016-113

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JERSEY BARRIERS

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DOOR

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OVERHANG

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DOOR

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WINDOW

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WINDOW

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WINDOW

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WINDOW

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DOOR

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OVERHANG

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DOOR

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LOADING DOCK ENTRANCE

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PED ENTRANCE

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OPEN

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OPEN

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OPEN

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OPEN

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OPEN

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SIGN

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CONC.

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DOOR

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GARAGE ENTRANCE

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WINDOWS

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DOOR

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SIGN

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ATM

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PILLARS

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WINDOWS

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UVP

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UVP

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UVT

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UVP

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RAMP

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CB TYPE 2 (48") RIM=18.29 IE=15.19(6"CONC.? NE)

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CB (24"X10") RIM=18.38 IE=17.53(7"IRON SW)

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CB (24"x9.5") RIM=18.17 IE=17.32(7"IRON NW)

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0939000355 NORTON BUILDING LLC 3O9999 801 2ND AVE STE 1300 SEATTLE WA 98104

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0939000165 SYSTEM PROPERTY DEV CO INC 2N2497 80 S LAKE AVE STE 860 PASADENA CA 91101

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8591400025 1ST & COLUMBIA GARAGE LLC 871095 C/O BYRON MEYER & CO 400 PACIFIC AVE-3RD FL SAN FRANCISCO, CA 94133

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8591400005 COLMAN PROPERTIES LTD PTNRS381110 C/O MCELROY GEORGE & ASSOC 3131 S VAUGHN WY #301 AURORA, CO 80014

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5530500000 711 2ND AVE 98101 NO TAX RECORDS AVAILABLE & 5530510000 715 2ND AVE 98101 NO TAX RECORDS AVAILABLE

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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EV

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EV

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EV

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EV

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EV

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STEAM MH

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4-3 " ECD 12" ECD 3.4'D

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4-3 " ECD12" ECD

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4-3 " ECD12" ECD

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4-3 " ECD12" ECD

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HH

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4-3 " ECD12" ECD

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24"X12" ED

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2-1 "ECD 12"ECD 2.5'D

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HH

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INLET (24"X9.5") RIM=30.01 IE(SE)=28.66 7"IRON

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CB TYPE 2 (48"BRICK) RIM=30.59 IE(NE)=29.29 6"CLAY IE(NW)=27.19 6"CLAY

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INLET (24"X10") RIM=31.13 IE(SW)=30.28 7"IRON

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CB TYPE 2 (48"BRICK) RIM=30.50 IE(SE)=27.70 6"CLAY IE(NE)=28.80 6"CLAY

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INLET (24"X10") RIM=30.02 IE(NW)=29.17 7"IRON

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INLET (30"X16") RIM=63.11 STRUCTURE FILLED WITH WATER

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CB RIM=62.41 RIM=62.41 STRUCTURE FILLED WITH WATER

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SDMH RIM=30.35 RIM=30.35 STRUCTURE FILLED WITH WATER

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CB (SOLID LID) RIM=30.28 STRUCTURE FILLED WITH WATER

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INLET (24"X9.5") RIM=29.92 IE(NW)=29.07 7"IRON

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INLET (24"X9.5") RIM=29.92 IE(NE)=29.07 7"IRON

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CB TYPE 2 (48"BRICK) RIM=30.08 IE(SE)=27.68 6"CLAY IE(SW)=27.98 6"CLAY

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?"G

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?"G

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?"G

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?"G

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20"W

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20"W

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8"W

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6"W

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6"W

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?"G

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?"ECD

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HH

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?"STEAM

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?"STEAM

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3-4"TCD 36"D

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27"X27"TCD

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?"ECD 5'D

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?"ECD 5'D

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28TCD & 12ECD

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12 ECD

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14 ECD

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12 TCD

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28TCD & 12ECD

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6TCD 1.5'D

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6TCD 1.5'D

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27"X27"TCD

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WM

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WM

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WM

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WM

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W(ABAN)

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W(ABAN)

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12"SD

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SSS

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SSS

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SSS

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?"D

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27"X13"ECD

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27"X13"ECD

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UVP

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UVP

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HH

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TMH

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TMH

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HH

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TMH

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VO 56715 (VACATED ALLEY)

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METRO TROLLEY WIRES

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METRO TROLLEY WIRES

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METRO TROLLEY WIRES

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METRO TROLLEY WIRES

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4"IP(INTEGRA)

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4"IP(INTEGRA)

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6"IP (INTEGRA)

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13.3%

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10.7%

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ASPH/SANDSTONE/6"CONC

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FORMER STRR AREA

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ASPH/BRICK GUTTER/6"CONC

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GRANITE CURB

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6"IP (INTEGRA)

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6"IP (INTEGRA)

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DW

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DW

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DW

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TD(FO)

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MW

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CONSTRUCTION NOTES

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SALVAGE GRANITE CURB REMOVE WATER METER BOX, ALLOW SPU 14 DAYS TO RETIRE THE WATER SERVICE. ADJUST EX MH, CB, OR VC REMOVE EX VALVE BOX WITH WATER MAIN WORK ADJUST EX HANDHOLE ADJUST EX WATER METER BOX REMOVE PARKING KIOSK (BY OTHERS) REPLACE HYDRANT (SEE WATERMAIN PLAN) REMOVE TREE SAWCUT ASPH CONC FULL DEPTH ADJUST EX SCL VAULT LID (BY SCL) REPLACE BRASS STREET NAMES REMOVE AND REPLACE SURVEY POINT. PER 1-07.16(1)A REMOVE EXISTING PLANTERS, BY OTHERS ADJUST WATER METER LOCATION (BY SPU) ADJUST WATER METER BOX BY CONTRACTOR REMOVE PNEUMATIC LINE AND MH, GROUT PIPE ENDS, 6" MINIMUM UNDER SIDEWALK. SAW AT EXISTING SCORE LINE, DO NOT OVER CUT INTO AREAWAY. REMOVE INLET WITH PAVEMENT REMOVAL REMOVE TREE GRATE ADJUST EXISTING MONITORING WELL

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7

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1

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8

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GENERAL NOTES

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1. PRESERVE AND PROTECT ALL EXISTING FEATURES UNLESS PRESERVE AND PROTECT ALL EXISTING FEATURES UNLESS NOTED OTHERWISE. SEE 1-07.16 AND 1-07.17. 2. SALVAGE ALL BRICK AND COBBLESTONE THAT IS REMOVED SALVAGE ALL BRICK AND COBBLESTONE THAT IS REMOVED BY PAVEMENT REMOVAL WORK. SALVAGE ALL GRANITE CURB TO BE REMOVED. SEE SECTION 1-07.28 AND 2-02 3. SEE SIGNAL PLAN FOR REMOVAL AND RELOCATION OF SEE SIGNAL PLAN FOR REMOVAL AND RELOCATION OF ELECTRICAL ITEMS. 4. SEE CHANNELIZATION AND SIGNING PLAN FOR REMOVAL AND SEE CHANNELIZATION AND SIGNING PLAN FOR REMOVAL AND RELOCATION OF CHANNELIZATION AND SIGNING ITEMS.

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17

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18

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19

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20

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DOOR

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DOOR

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OVERHANG

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BUS SHELTER

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WINDOW

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WINDOW

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WINDOW

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WINDOW

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TRASH CAN

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DOOR

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GARAGE ENTRANCE

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GARAGE EXIT

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SIGN

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WINDOW

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WINDOW

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WINDOW

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DOOR

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DOORS

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WINDOW

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WINDOW

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WINDOW

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DOOR

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DOOR

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DOOR

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DOOR

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DOORS

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BUS SHELTER

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WINDOW

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WINDOW

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WINDOW

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SIGN

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WINDOW

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8"CONC.

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8"CONC.

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UVT

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0942000590 720 3RD AVENUE PARTNES LLC 369999 1 BUSH ST STE 1450 SAN FRANCISCO CA 94104

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0939000310 SEATTLE METRO CREDIT UNION 05S016 ATTN: ACCOUNTING DEPT PO BOX 780 SEATTLE WA 98111

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0939000300 DLLC MARION 020203 C/O MARTIN SMITH INC 1932 1ST AVE STE #1000 SEATTLE WA 98101

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0939000245 215C PARTNERS LLC 319999 1191 SECOND AVE #1570 SEATTLE WA 98101

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0939000240 UNITED WAY OF KING COUNTY 302065 720 SECOND AVENUE SEATTLE WA 98104

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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EV

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EV

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TEL VAULT

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GAS MH

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METRO SIGN

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5-3 " ECD12" ECD

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24"X12" ED

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6"G

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6"G

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4"G

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?"G

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6"G

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8"G

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8"G

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?"G

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?"G

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4"G

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?"G(ABAN)

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?"G

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?"G

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6"W

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6"W

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6"W

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12"W

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12"W

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12"W

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SMH

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8"W

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6"W

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12"W

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4 WIRE TEST STATION

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?"ECD

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8"W

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20"W

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20"W

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HH

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HH

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10"W

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10"W

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10"W

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27"X27"TCD

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WM

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WM

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WM

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WM

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WM

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WM

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7'D

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8'D

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5'D

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SSS 13'D

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SSS

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SSS 2.5'D

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2"W

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4"G

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27"X13"ECD

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8'D

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V

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EV

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TMH

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2"ECD,4-4"ECD

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2-2"ECD

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ED

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2-2"ECD

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2-2"ECD

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2-2"ECD

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ED (2",3", 4-4")

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2"ECD,4-4"ECD

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ED

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ED

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24"PSD(48"CASING)

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24"PSD(48"CASING)

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12"PSD

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22"x28"ED

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EV

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ED

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ED

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2-2"ECD, 24"x24"TRD

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24"x24"TRD

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METRO TROLLEY WIRES

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EV

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ED

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METRO TROLLEY WIRES

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CO

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27"-27"ED

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27"-27"ED

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24"x13"ED

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VO CO COMM 5-2-1864 (VACATED ALLEY)

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METRO TROLLEY WIRES

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METRO TROLLEY WIRES

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12.3%

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BRICK/6"CONC

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X.X%

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GRANITE CURB

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GRANITE CURB

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GRANITE CURB

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GRANITE CURB

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DW

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TD(FO)

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4"TCD (FO)

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TD

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TD

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AREAWAY - DO NOT DEMO THESE AREAS

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AREAWAY

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AREAWAY - DO NOT DEMO THESE AREAS

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4

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REMOVAL LEGEND REMOVE PAVEMENT REMOVE DRIVEWAY REMOVE SIDEWALK REMOVE ASPHALT TO CONCRETE BASE REMOVE ASPHALT DRIVEWAY APRON

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REMOVE CURB (PAID PER 2-02.5) SAWCUT RIGID PAVEMENT FULL DEPTH SAWCUT CONCRETE WALK FULL DEPTH

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PC

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R/W

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CO

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JOB NO.

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VAULT PLAN NO.

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SHEET

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OF

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SCALE:

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FUND:

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ORDINANCE NO.

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PW NO.

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REVISED AS BUILT

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RECEIVED

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SDOT

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DES.

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REVIEWED:

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INITIALS AND DATE

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CONST.

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PROJ. MGR.

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INITIALS AND DATE

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DESIGNED

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CHECKED

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DRAWN

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CHECKED

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20

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SEATTLE, WASHINGTON

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BY:

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NANCY LOCKE

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REV'D

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CHK'D

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MADE

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REVISIONS

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NATURE

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MARK

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DATE

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VAULT SERIAL NO.

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4

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33

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H. 1"=20', V. 1"=10'

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790-432

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TS6753C

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TS6753A

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MM

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AG

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MM

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AG

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36760

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40

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20

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0

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10

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20

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SCALE IN FEET

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1ST AVE

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SITE PREPARATION PLAN

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SP1

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2ND AVE

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8-22-17

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CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-424-5555

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MATCH LINE SEE BELOW LEFT

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MATCH LINE SEE ABOVE RIGHT

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3RD AVE

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2ND AVE

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COLUMBIA ST

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COLUMBIA ST

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4

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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4

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

THIRD AVENUE

COLUMBI A STREET

COLUMBIASTREET

THIRD AVENUE

Seattle

*790-432-5*

PW# 2016-113

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R=20'

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A

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A

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JERSEY BARRIERS

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DOOR

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OVERHANG

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DOOR

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WINDOW

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WINDOW

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WINDOW

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WINDOW

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DOOR

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OVERHANG

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DOOR

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PED ENTRANCE

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OPEN

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OPEN

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OPEN

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OPEN

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OPEN

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SIGN

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CONC.

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DOOR

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GARAGE ENTRANCE

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WINDOWS

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DOOR

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SIGN

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ATM

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PILLARS

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WINDOWS

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UVP

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UVP

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UVT

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UVP

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RAMP

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CB TYPE 2 (48") RIM=18.29 IE=15.19(6"CONC.? NE)

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CB (24"X10") RIM=18.38 IE=17.53(7"IRON SW)

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CB (24"x9.5") RIM=18.17 IE=17.32(7"IRON NW)

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0939000355 NORTON BUILDING LLC 3O9999 801 2ND AVE STE 1300 SEATTLE WA 98104

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0939000165 SYSTEM PROPERTY DEV CO INC 2N2497 80 S LAKE AVE STE 860 PASADENA CA 91101

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8591400025 1ST & COLUMBIA GARAGE LLC 871095 C/O BYRON MEYER & CO 400 PACIFIC AVE-3RD FL SAN FRANCISCO, CA 94133

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5530500000 711 2ND AVE 98101 NO TAX RECORDS AVAILABLE & 5530510000 715 2ND AVE 98101 NO TAX RECORDS AVAILABLE

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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EV

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EV

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EV

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EV

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EV

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STEAM MH

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PARKING STRUCTURE

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4-3 " ECD 12" ECD 3.4'D

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4-3 " ECD12" ECD

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4-3 " ECD12" ECD

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4-3 " ECD12" ECD

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HH

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4-3 " ECD12" ECD

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24"X12" ED

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2-1 "ECD 12"ECD 2.5'D

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HH

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?"G

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?"G

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?"G

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?"G

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20"W

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20"W

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8"W

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6"W

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6"W

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?"G

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HH

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?"STEAM

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?"STEAM

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3-4"TCD 36"D

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27"X27"TCD

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?"ECD 5'D

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?"ECD 5'D

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28TCD & 12ECD

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12 ECD

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14 ECD

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12 TCD

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28TCD & 12ECD

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6TCD 1.5'D

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6TCD 1.5'D

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27"X27"TCD

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WM

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WM

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WM

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WM

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W(ABAN)

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W(ABAN)

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12"SD

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SSS

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SSS

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SSS

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?"D

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27"X13"ECD

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27"X13"ECD

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UVP

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UVP

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HH

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TMH

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TMH

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HH

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TMH

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METRO TROLLEY WIRES

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METRO TROLLEY WIRES

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METRO TROLLEY WIRES

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METRO TROLLEY WIRES

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4"IP(INTEGRA)

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4"IP(INTEGRA)

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6"IP (INTEGRA)

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13.3%

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10.7%

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FORMER STRR AREA

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GRANITE CURB

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6"IP (INTEGRA)

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6"IP (INTEGRA)

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DW

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DW

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DW

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TD(FO)

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MW

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E

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E

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RS1

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RS1

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R=10'

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B

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B

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R=8'

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C

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C

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DOOR

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DOOR

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OVERHANG

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BUS SHELTER

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WINDOW

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WINDOW

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WINDOW

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WINDOW

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TRASH CAN

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DOOR

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GARAGE ENTRANCE

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GARAGE EXIT

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SIGN

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WINDOW

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WINDOW

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WINDOW

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DOOR

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DOORS

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WINDOW

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WINDOW

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WINDOW

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DOOR

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DOOR

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DOOR

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DOOR

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DOORS

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OVERHANG

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BUS SHELTER

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WINDOW

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WINDOW

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WINDOW

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WINDOW

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WINDOW

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DOOR

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SIGN

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WINDOW

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8"CONC.

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8"CONC.

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CB TYPE 2 (36"BRICK) RIM=110.68 IE=107.88(6"CLAY SW)

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UVT

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0939000310 SEATTLE METRO CREDIT UNION 05S016 ATTN: ACCOUNTING DEPT PO BOX 780 SEATTLE WA 98111

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0939000300 DLLC MARION 020203 C/O MARTIN SMITH INC 1932 1ST AVE STE #1000 SEATTLE WA 98101

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0939000245 215C PARTNERS LLC 319999 1191 SECOND AVE #1570 SEATTLE WA 98101

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0939000240 UNITED WAY OF KING COUNTY 302065 720 SECOND AVENUE SEATTLE WA 98104

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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EV

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EV

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TEL VAULT

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GAS MH

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METRO SIGN

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5-3 " ECD12" ECD

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24"X12" ED

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CB TYPE 2 (48"BRICK) RIM=62.53 IE(NE)=58.73 6"CLAY

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INLET (10"X10") RIM=62.73 UNABLE TO OPEN

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CB TYPE 2 (36") RIM=62.89 IE(NE)=59.39 6"CLAY

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CB RIM=77.03RIM=77.03

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INLET (30"X18") RIM=92.89

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CB TYPE 2 (60") RIM=93.60 IE(E)=91.40 8"CONC FROP=89.10 8"

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INLET (30"X18") RIM=93.41 IE(W)= 91.81 8"

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CB RIM=94.32RIM=94.32

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INLET (30"X18") RIM=94.14 IE(SE)=91.44 8"CONC

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CB TYPE 2 (60") RIM=93.40 CAN NOT REACH PIPES

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INLET (30"X18") RIM=92.91 IE(NW)=90.71 8"CONC

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6"G

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6"G

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4"G

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?"G

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6"G

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8"G

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8"G

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?"G

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?"G

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4"G

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?"G(ABAN)

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?"G

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?"G

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6"W

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6"W

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6"W

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12"W

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12"W

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12"W

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SMH

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8"W

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6"W

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12"W

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4 WIRE TEST STATION

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?"ECD

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?"ECD

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8"W

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20"W

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20"W

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HH

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HH

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10"W

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10"W

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10"W

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27"X27"TCD

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WM

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WM

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WM

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WM

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WM

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WM

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7'D

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8'D

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5'D

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SSS 13'D

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SSS

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SSS 2.5'D

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2"W

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4"G

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27"X13"ECD

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8'D

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V

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EV

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TMH

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SANDSTONE/6"CONC

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2"ECD,4-4"ECD

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2-2"ECD

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ED

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2-2"ECD

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2-2"ECD

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2-2"ECD

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ED (2",3", 4-4")

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2"ECD,4-4"ECD

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ED

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ED

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24"PSD(48"CASING)

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24"PSD(48"CASING)

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24"PSD(48"CASING)

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12"PSD

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22"x28"ED

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EV

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ED

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ED

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2-2"ECD, 24"x24"TRD

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24"x24"TRD

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METRO TROLLEY WIRES

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EV

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ED

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ED

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METRO TROLLEY WIRES

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CO

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27"-27"ED

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27"-27"ED

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24"x13"ED

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METRO TROLLEY WIRES

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METRO TROLLEY WIRES

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12.3%

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SANDSTONE/6"CONC

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BRICK/6"CONC

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X.X%

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GRANITE CURB

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GRANITE CURB

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GRANITE CURB

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GRANITE CURB

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DW

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TD(FO)

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4"TCD (FO)

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TD

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TD

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D

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D

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RS1

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RS1

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RS1

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DRAINAGE NOTES INSTALL INLET TYPE 250B STA 1+96.49, 37.36' LT, RIM EL = 29.98', INVERT = 27.81'. INSTALL INLET TYPE 250B STA 1+96.49, 49.31' RT, RIM EL = 30.10', INVERT = 27.93'. INSTALL INLET TYPE 250A STA 2+18.58, 20.34' LT, RIM EL = 31.52', INVERT = 29.35'. INSTALL INLET TYPE 250A STA 2+18.61, 20.38' RT RIM EL = 31.35', INVERT = 29.18'. INSTALL INLET TYPE 250A STA 5+38.92, 20.38' LT RIM EL = 63.76, INVERT = 61.59'. INSTALL INLET TYPE 250A STA 5+38.92, 20.31' RT RIM EL = 63.14', INVERT = 60.97'. 8" INLET CONN. @ 5% (MIN.) AND 50% (MAX.)

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CONSTRUCTION NOTES REPLACE BRONZE STREET NAME INLAY. INSTALL DETECTABLE WARNING PLATE RETROFIT SIDEWALK SCORING PATTERN TO MATCH EXISTING PAVER PATTERN. RE-INSTALL GRANITE CURB ON 1st AVE AND BETWEEN THE RAMPS. REPLACE UTILITY CASTING, TYPE 230 (SEWER). REPLACE UTILITY CASTING, TYPE 230 (DRAIN). REPLACE UTILITY CASTING, TYPE 230 (WATER).

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DT1

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PAVEMENT, HMA (CL. ") 2 INCH MIN. DEPTH. PER 12") 2 INCH MIN. DEPTH. PER STD PLAN 402B DRIVEWAY, HMA (CL. ") 2 INCH MIN. DEPTH, OVER 12") 2 INCH MIN. DEPTH, OVER HMA (CL ") 6 INCH MIN. DEPTH, OVER TYPE 2 12") 6 INCH MIN. DEPTH, OVER TYPE 2 AGGREGATE 6 INCH MIN. DEPTH. PER STD PLAN 402C PAVEMENT, HMA (CL. ") 2 INCH MIN. DEPTH, OVER 12") 2 INCH MIN. DEPTH, OVER HMA (CL ") 7 INCH MIN. DEPTH, OVER TYPE 2 12") 7 INCH MIN. DEPTH, OVER TYPE 2 AGGREGATE 6 INCH MIN. DEPTH. PER STD PLAN 402C ROADWAY CEM CONC, HES (24HR) 12 INCH DEPTH, OVER TYPE 2 AGGREGATE, 6 INCH COMPACTED DEPTH. PER STD PLAN 402A ROADWAY CEM CONC, HES (72HR) 12 INCH DEPTH, OVER MIN. AGG. TYPE 2, 6 INCH COMPACTED DEPTH. PER STD PLAN 402A CEM CONC DRIVEWAY, HES (24HR), 8 INCH PER STD PLAN 430A SIDEWALK, CEM CONC, W/25% POZZOLANS PER STD PLANS 420. FLEXIPAVE TREE PITS, PER SP 8-02 CURB RAMP W/25% POZZOLANS PER STD PLAN 422A. CURB, PER STD PLAN 410C AT NEW ROAD PANELS AND STD PLAN 421 @ STREET CORNERS

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PAVING LEGEND

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PC

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R/W

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CO

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JOB NO.

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VAULT PLAN NO.

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SHEET

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OF

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SCALE:

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FUND:

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ORDINANCE NO.

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PW NO.

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REVISED AS BUILT

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RECEIVED

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SDOT

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DES.

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REVIEWED:

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INITIALS AND DATE

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CONST.

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PROJ. MGR.

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INITIALS AND DATE

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DESIGNED

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CHECKED

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DRAWN

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CHECKED

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20

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SEATTLE, WASHINGTON

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BY:

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NANCY LOCKE

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REV'D

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CHK'D

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MADE

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REVISIONS

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NATURE

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MARK

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DATE

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VAULT SERIAL NO.

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5

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33

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H. 1"=20'

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790-432

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TS6753C

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TS6753A

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MM

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AG

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MM

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AG

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36760

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40

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20

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0

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10

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20

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SCALE IN FEET

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1ST AVE

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COLUMBIA ST

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PAVING AND DRAINAGE PLAN

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PV1

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2ND AVE

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8-22-17

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COLUMBIA ST

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2ND AVE

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3RD AVE

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5

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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5

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

Seattle

*790-432#

##

#6*

PW# 2016-113

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C

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L

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EX. CW

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EX. CW

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EX ASPH/BRICK/CONC

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SECTION A-A

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COLUMBIA ST

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NTS

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F

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L

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(LT)

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PV1

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F

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L

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(RT)

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0.75%

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2.5%

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1.0%

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2.5%

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CROSS SECTION NOTES:

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ROADWAY CEM. CONC, 12" DEPTH, PER STD PLAN 402A MNRL AGGREGATE TYPE 2, 6" DEPTH CENTERLINE PROFILE GRADE COMMON EXCAVATION, APPROXIMATELY 6 INCHES PAVEMENT, HMA (CL ") 2 INCH MIN. DEPTH, OVER 12") 2 INCH MIN. DEPTH, OVER HMA (CL ") 7 INCH MIN. DEPTH, PER STD PLAN 12") 7 INCH MIN. DEPTH, PER STD PLAN 402C COMPACTED FILL TYPE 9 AGGREGATE FOR INLET BASE PER STD PLAN 250 CEM CONC SIDEWALK PER STD PLAN 420 INSTALL TIE BARS AND DOWELS PER STD PLAN 405a&c AT NEW PANELS AND 405a&b FOR NEW TO EXISTING PANELS. CONC CURB TYPE 410C, CURB HEIGHT VARIES BETWEEN 4 INCHES AND 6 INCHES.

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1

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2

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3

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4

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5

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6

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7

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8

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9

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10

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C

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L

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EX. CW

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EX. CW

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EX CONCRETE PANEL

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EX ASPH/BRICK/CONC

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SECTION B-B

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COLUMBIA ST

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NTS

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EX. GRANITE CURB

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EX. GRANITE CURB

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PV1

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F

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L

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(LT)

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F

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L

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(RT)

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4%

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1.5%

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1.8%

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4%

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C

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L

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EX. CW

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EX. CW

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EX ASPH/BRICK/CONC

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SECTION C-C

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COLUMBIA ST

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NTS

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EX WALL

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EX RAIL

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SALVAGE EX. GRANITE CURB

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PV1

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F

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L

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(LT)

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F

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L

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(RT)

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4%

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3.5%

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1.25%

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4%

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EXISTING 1st AVE ROAD GRADE

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FUTURE STREET CAR ROAD GRADE

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SALVAGE GRANITE CURB AND INSTALL SALVAGED GRANITE CURB

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MATCH EXISTING

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EX. CW

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EX ASPH/BRICK/CONC

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EX BLDG

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C

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L

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SECTION E-E

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1 ST AVE

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NTS

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PV1

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MATCH EXISTING

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EX BLDG

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EX BLDG

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L

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C

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2% MAX

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SECTION D-D

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COLUMBIA ST

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NTS

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EX CONCRETE PANEL

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PV1

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F

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L

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(RT)

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2.7%

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CONC CURB TYPE 421

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2% MAX

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BLEND

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PC

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R/W

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CO

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JOB NO.

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VAULT PLAN NO.

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SHEET

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OF

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SCALE:

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FUND:

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ORDINANCE NO.

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PW NO.

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REVISED AS BUILT

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RECEIVED

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SDOT

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DES.

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REVIEWED:

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INITIALS AND DATE

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CONST.

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PROJ. MGR.

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INITIALS AND DATE

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DESIGNED

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CHECKED

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DRAWN

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CHECKED

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20

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SEATTLE, WASHINGTON

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BY:

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NANCY LOCKE

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REV'D

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CHK'D

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MADE

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NATURE

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MARK

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DATE

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VAULT SERIAL NO.

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RS1 ROADWAY SECTIONS

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6

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33

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790-432

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TS6753C

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TS6753A

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MM

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AG

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MM

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AG

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36760

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Ordinance Number

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Fund

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8-22-17

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6

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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6

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

Seattle

*790-432-7*

PW# 2016-113

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FUTURE EDGE OF TRACK SLAB

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FUTURE FG (C3 STREETCAR)

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1ST AVE CENTERLINE

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2ND AVE CENTERLINE

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FG AT CENTERLINE

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1ST AVE CURBLINE

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PC

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R/W

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CO

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JOB NO.

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VAULT PLAN NO.

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SHEET

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OF

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SCALE:

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FUND:

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ORDINANCE NO.

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PW NO.

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REVISED AS BUILT

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RECEIVED

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SDOT

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DES.

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REVIEWED:

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INITIALS AND DATE

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CONST.

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PROJ. MGR.

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INITIALS AND DATE

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DESIGNED

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CHECKED

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DRAWN

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CHECKED

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20

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SEATTLE, WASHINGTON

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BY:

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NANCY LOCKE

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REV'D

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CHK'D

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MADE

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REVISIONS

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NATURE

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MARK

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DATE

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VAULT SERIAL NO.

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7

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33

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H. 1"=20', V. 1"=10'

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790-432

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TS6753C

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TS6753A

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MM

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AG

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MM

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AG

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36760

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PP1

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8-22-17

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MATCH LINE 5+00 SEE DWG PP2

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60

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50

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40

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30

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80

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70

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60

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50

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2+00

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3+00

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4+00

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5+00

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PAVING PROFILES

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40

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20

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0

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10

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20

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SCALE IN FEET

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10

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5

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0

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10

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20

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SCALE IN FEET

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VERTICAL

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HORIZONTAL

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7

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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7

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

Seattle

*790-432-8*

PW# 2016-113

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3RD AVE CENTERLINE

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FG AT CENTERLINE

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PC

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R/W

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CO

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JOB NO.

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VAULT PLAN NO.

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SHEET

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OF

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SCALE:

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FUND:

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ORDINANCE NO.

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PW NO.

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REVISED AS BUILT

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RECEIVED

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SDOT

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DES.

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REVIEWED:

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INITIALS AND DATE

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CONST.

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PROJ. MGR.

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INITIALS AND DATE

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DESIGNED

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CHECKED

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DRAWN

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CHECKED

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20

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SEATTLE, WASHINGTON

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BY:

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NANCY LOCKE

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REV'D

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CHK'D

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MADE

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REVISIONS

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NATURE

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MARK

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DATE

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VAULT SERIAL NO.

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8

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33

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H. 1"=20', V. 1"=10'

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790-432

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TS6753C

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TS6753A

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MM

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AG

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MM

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AG

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36760

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8-22-17

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80

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70

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60

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50

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5+00

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MATCH LINE 5+00 SEE DWG PP1

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110

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100

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90

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80

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PP2

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PAVING PROFILES

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6+00

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7+00

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8+00

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9+00

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40

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20

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0

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10

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20

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SCALE IN FEET

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10

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5

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0

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10

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20

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SCALE IN FEET

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VERTICAL

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HORIZONTAL

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8

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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8

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

Seattle

*790-432#

##

#9*

PW# 2016-113

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NTS

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ANCHOR DETAIL FOR BRONZE INLAY STREET NAME

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CAST BRONZE LETTER W/ ANCHOR PINS

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1/4" ROUND METAL DOWEL W/ THREADED END (TYP)

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1/4" NUT EACH SIDE OF MOUNTING BAR (TYP)

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1-1/2" X 1/4" MOUNTING BAR W/SLOTS FOR METAL DOWELS, LENGTH VARIES (TYP)

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#3 REINFORCING BAR WELDED TO STREET NAME ASSEMBLY

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CEM CONC SIDEWALK PER PLAN

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FLUSH

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2

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PV1

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EX STRUCTURE PAVEMENT RESTORATION

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4

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-

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NTS

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PAVING PER PLAN

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GALVANIZED WELDED WIRE MESH (4"x4"). MAINTAIN 3" CLR BETWEEN WIRE MESH, MANHOLE RISER, JOINTS AND REINFORCEMENT BARS

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THICKENED EDGE (TYP)

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#4 EPOXY COATED BARS ENCIRCLE STRUCTURE WITH BARS OVERLAPPED A MINIMUM OF 3" AND INSTALL WITH A MINIMUM OF 3" SEPARATION FROM PANEL EDGE PER STD PLAN #406 (TYP)

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APPLY BOND BREAKER TO EX STRUCTURE

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ALTERNATE OPTION WITH WRITTEN APROVAL OF THE ENGINEER

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10" CASTING PER STD PLAN 230 OR 9.25" DEPTH CASTING PER STD PLAN 361

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EX STRUCTURE PAVEMENT RESTORATION

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3

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-

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NTS

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PAVING PER PLAN

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GALVANIZED WELDED WIRE MESH (4"x4"). MAINTAIN 3" CLR BETWEEN WIRE MESH, MANHOLE RISER, JOINTS AND REINFORCEMENT BARS

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#4 EPOXY COATED BARS ENCIRCLE STRUCTURE WITH BARS OVERLAPPED A MINIMUM OF 3" AND INSTALL WITH A MINIMUM OF 3" SEPARATION FROM PANEL EDGE PER STD PLAN #406 (TYP)

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ADJUST CASTING TO FINISHED GRADE PER PLAN

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APPLY BOND BREAKER TO EX STRUCTURE

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CASTING PER STD PLAN 230 WITH 13" DEEP FRAME.

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TYPICAL PREFERRED OPTION

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3H:1V SLOPE (TYP)

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PC

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R/W

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CO

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JOB NO.

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VAULT PLAN NO.

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SHEET

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OF

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SCALE:

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FUND:

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ORDINANCE NO.

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PW NO.

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REVISED AS BUILT

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RECEIVED

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SDOT

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DES.

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REVIEWED:

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INITIALS AND DATE

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CONST.

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PROJ. MGR.

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INITIALS AND DATE

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DESIGNED

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CHECKED

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DRAWN

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CHECKED

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20

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SEATTLE, WASHINGTON

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BY:

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NANCY LOCKE

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REV'D

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CHK'D

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MADE

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REVISIONS

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NATURE

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MARK

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DATE

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VAULT SERIAL NO.

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DT1 DETAILS

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9

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33

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AS SHOWN

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790-432

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TS6753C

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TS6753A

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MM

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AG

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MM

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AG

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36760

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Ordinance Number

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Fund

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8-22-17

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9

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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9

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

THIRDAVENUE

COLUMB IA STREET

COLUMBIASTREET

THIRD AVENUE

*790-432-10*

PW# 2016-113

ADDENDUM#1

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199.6 (SLOPED MEASUREMENT)

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199.6 (SLOPED MEASUREMENT)

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STA/OFF

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ELEV

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GRADING TABLE @1st

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X

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u1

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STA/OFF

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ELEV

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GRADING TABLE @2nd

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u2

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t3

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t5

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m-ex

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m-ex

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m-ex

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X

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y1

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y2

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A1

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STA/OFF

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ELEV

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GRADING TABLE @2nd

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m-ex

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m-ex

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m-ex

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m-ex

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X

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S1

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STA/OFF

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ELEV

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GRADING TABLE @3rd

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S2

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m-ex

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m-ex

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m-ex

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X

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POINTS 1st-2nd

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b

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c

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d

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e

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f

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h

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i

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j

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B

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POINTS 2nd-3rd

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GENERAL NOTES 1. FOR JOINT TYPE, TIE BAR AND FOR JOINT TYPE, TIE BAR AND DOWEL BAR INSTALLATION, SEE STD PLAN 405A -405D. SEE SECTIONS 5-05.3(8) AND 5-05.3(10). 2. INSTALL REINFORCEMENT AROUND INSTALL REINFORCEMENT AROUND CASTINGS PER STD PLAN 406. SEE SECTION 5-05.3(9). 3. FOR CENTERLINE AND FLOWLINE FOR CENTERLINE AND FLOWLINE PROFILES SEE DWG PP1-PP3. 4. JOINT LINES WITHIN 18" OF A JOINT LINES WITHIN 18" OF A CASTING SHOULD BE SKEWED AT 90 DEGREES TO MEET THE CASTING. 5. JOINT LINES THAT ABUT EXISTING JOINT LINES THAT ABUT EXISTING PANELS SHOULD BE SKEWED TO MEET THE EXISTING JOINT LINES. 6. ALL SKEWED JOINT LINE ALL SKEWED JOINT LINE LOCATIONS MUST BE APPROVED BY THE ENGINEER PRIOR TO PLACING THE CONCRETE. 7. PANEL WIDTH DIMENSIONS FOR PANEL WIDTH DIMENSIONS FOR OUTER PANELS ARE TO FACE OF CURB.

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d1

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d2

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d5

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e1

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e2

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e3

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e4

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e5

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PC

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R/W

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CO

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JOB NO.

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VAULT PLAN NO.

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SHEET

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OF

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SCALE:

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FUND:

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ORDINANCE NO.

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PW NO.

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REVISED AS BUILT

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RECEIVED

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SDOT

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DES.

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REVIEWED:

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INITIALS AND DATE

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CONST.

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PROJ. MGR.

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INITIALS AND DATE

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DESIGNED

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CHECKED

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DRAWN

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CHECKED

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20

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SEATTLE, WASHINGTON

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BY:

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NANCY LOCKE

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REV'D

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CHK'D

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MADE

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REVISIONS

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NATURE

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MARK

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DATE

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VAULT SERIAL NO.

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10

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33

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H. 1"=20'

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790-432

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TS6753C

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TS6753A

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MM

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AG

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MM

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AG

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36760

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40

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20

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0

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10

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20

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SCALE IN FEET

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1ST AVE

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COLUMBIA ST

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JOINT PLAN

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JT1

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2ND AVE

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COLUMBIA ST

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2ND AVE

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3RD AVE

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10

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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10

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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8-22-17

Seattle

*790-432-11*

PW# 2016-113

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JERSEY BARRIERS

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DOOR

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WINDOW

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WINDOW

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DOOR

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OVERHANG

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PED ENTRANCE

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OPEN

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OPEN

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EV

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EV

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EV

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EV

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EV

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HH

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?"G

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?"G

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HH

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WM

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WM

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HH

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HH

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10.7%

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FORMER STRR AREA

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GRANITE CURB

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0%

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4" Curb

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1.5%

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1.5%

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0.0%

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1.0%

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1.2

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4" Curb

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Blend

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Blend

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Blend

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Blend

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Blend

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Blend

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Blend

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A

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S1

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S2

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S5

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S4

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S6

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ELEV TABLE

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EX ELEV

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PROP ELEV

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1

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31.34

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31.28

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2

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31.22

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31.26

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3

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32.25

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31.26

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4

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31.39

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31.13

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5

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31.07

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31.13

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6

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31.06

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31.07

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7

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30.91

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30.96

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8

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62.70

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62.54

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9

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62.57

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62.52

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10

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93.57

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93.21

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11

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93.68

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93.30

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12

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93.47

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93.25

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13

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93.06

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93.16

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#

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1.1

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STA 1+97.15, 29.87'LT

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9.5'

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5.5'

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4.0'

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7.0'

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30.44

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*2.3%

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8.3%

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0.2%

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1.5%

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0.2%

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1.5%

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1.2

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STA 2+07.50, 21.00'LT

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6.0'

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3.0'

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4.0'

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7.5'

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31.00

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*6.5%

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4.0%

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1.5%

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1.0%

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1.5%

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0.0%

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1.3

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STA 2+05.36, 24.74'RT

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5.0'

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2.5'

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4.0'

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2.5'

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30.76

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*5.0%

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5.4%

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2.0%

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1.3%

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1.1%

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0.5%

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1.4

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STA 1+98.46, 33.55'RT

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7.5'

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4.3'

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4.0'

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5.2'

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30.46

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1.8%

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7.2%

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1.5%

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1.0%

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1.3%

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0.8%

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CURB RAMP TABLE

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STATION/OFFSET

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LENGTH (MIN)

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Lt (MIN)

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WIDTH (MIN)

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Rt (MIN)

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A ELEV

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S1 %

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S5 %

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S6 %

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RAMP

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PC

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R/W

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CO

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JOB NO.

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VAULT PLAN NO.

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SHEET

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OF

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SCALE:

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FUND:

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ORDINANCE NO.

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PW NO.

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REVISED AS BUILT

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RECEIVED

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SDOT

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DES.

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REVIEWED:

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INITIALS AND DATE

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CONST.

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PROJ. MGR.

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INITIALS AND DATE

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DESIGNED

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CHECKED

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DRAWN

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CHECKED

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20

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SEATTLE, WASHINGTON

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BY:

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NANCY LOCKE

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REV'D

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CHK'D

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MADE

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REVISIONS

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NATURE

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MARK

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DATE

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VAULT SERIAL NO.

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11

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33

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H. 1"=10'

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790-432

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TS6753C

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TS6753A

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MM

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AG

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MM

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AG

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36760

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10

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5

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0

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10

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20

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SCALE IN FEET

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1ST AVE

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COLUMBIA ST

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CURB RAMP PLANS

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CR1

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8-22-17

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1ST AVE & COLUMBIA ST

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11

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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11

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

Seattle

*790-432-12*

PW# 2016-113

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WINDOWS

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DOOR

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SIGN

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ATM

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PILLARS

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DOOR

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DOOR

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BUS SHELTER

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WINDOW

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UVP

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WINDOW

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HH

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4-3 " ECD12" ECD

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5-3 " ECD12" ECD

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24"X12" ED

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CB TYPE 2 (48"BRICK) RIM=62.53 IE(NE)=58.73 6"CLAY

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INLET (10"X10") RIM=62.73 UNABLE TO OPEN

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CB TYPE 2 (36") RIM=62.89 IE(NE)=59.39 6"CLAY

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6"G

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6"G

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?"G

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?"G

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HH

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28TCD & 12ECD

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WM

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WM

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WM

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8'D

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8'D

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UVP

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UVP

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EV

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GRANITE CURB

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Area Way

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4" Curb

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0.0%

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1.5%

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Blend

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Blend

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Blend

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2.1

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STA 4+46.90, 20.79'RT

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7.1'

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2.7'

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4.0'

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4.1'

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61.00

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*8.3%

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*10.5%

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ex

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ex

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ex

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ex

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2.2

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STA 4+52.87, 21.24'LT

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8.0'

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4.0'

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4.0'

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3.8'

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61.85

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*6.0%

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7.5%

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1.0%

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1.5%

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0.7%

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1.3%

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2.3

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STA 4+62.15, 26.38'LT

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4.0'

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2.0'

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4.0'

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7.5'

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62.40

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*3.8%

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2.9%

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1.8%

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-0.8%

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1.0%

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-1.5%

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A

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S1

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S2

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S3

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S5

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S4

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S6

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CURB RAMP TABLE

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STATION/OFFSET

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LENGTH (MIN)

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Lt (MIN)

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WIDTH (MIN)

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Rt (MIN)

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A ELEV

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S1 %

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S2 %

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S3 %

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S4 %

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S5 %

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S6 %

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RAMP

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PC

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R/W

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CO

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JOB NO.

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VAULT PLAN NO.

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SHEET

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OF

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SCALE:

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FUND:

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ORDINANCE NO.

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PW NO.

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REVISED AS BUILT

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RECEIVED

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SDOT

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DES.

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REVIEWED:

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INITIALS AND DATE

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CONST.

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PROJ. MGR.

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INITIALS AND DATE

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DESIGNED

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CHECKED

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DRAWN

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CHECKED

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20

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SEATTLE, WASHINGTON

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BY:

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NANCY LOCKE

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REV'D

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CHK'D

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MADE

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REVISIONS

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NATURE

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MARK

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DATE

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VAULT SERIAL NO.

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12

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33

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H. 1"=10'

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790-432

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TS6753C

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TS6753A

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MM

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AG

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MM

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AG

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36760

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10

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5

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0

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10

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20

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SCALE IN FEET

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2ND AVE

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COLUMBIA ST

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8-22-17

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CURB RAMP PLANS

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CR2

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2ND AVE & COLUMBIA ST

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12

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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12

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

THIRD AVENUE

COLUMB IA STREET

COLUMBIASTREET

THIRD AVENUE

Seattle

*790-432-13*

PW# 2016-113

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SIGN

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WINDOW

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WINDOW

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WINDOW

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DOOR

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DOOR

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DOOR

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DOORS

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WINDOW

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WINDOW

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WINDOW

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SIGN

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8"CONC.

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8"CONC.

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EV

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METRO SIGN

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INLET (30"X18") RIM=92.89

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CB TYPE 2 (60") RIM=93.60 IE(E)=91.40 8"CONC FROP=89.10 8"

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INLET (30"X18") RIM=93.41 IE(W)= 91.81 8"

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CB RIM=94.32RIM=94.32

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INLET (30"X18") RIM=94.14 IE(SE)=91.44 8"CONC

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CB TYPE 2 (60") RIM=93.40 CAN NOT REACH PIPES

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INLET (30"X18") RIM=92.91 IE(NW)=90.71 8"CONC

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6"G

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8"G

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8"G

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?"G

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?"G

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?"G(ABAN)

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?"G

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?"G

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SMH

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4 WIRE TEST STATION

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HH

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WM

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WM

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5'D

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V

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24"PSD(48"CASING)

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24"PSD(48"CASING)

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12"PSD

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CO

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1%

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1.5%

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4" Curb

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3.0%

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1.5%

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Match Ex.

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1.5%

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0.5%

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0.9%

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1.5%

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4" Curb

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11.2%

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A

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S1

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S2

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S3

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S5

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S4

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S6

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ELEV TABLE

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EX ELEV

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PROP ELEV

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1

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31.34

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31.28

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2

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31.22

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31.26

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3

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32.25

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31.26

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4

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31.39

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31.13

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5

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31.07

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31.13

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6

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31.06

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31.07

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7

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30.91

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30.96

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8

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62.70

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62.54

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9

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62.57

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62.52

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10

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93.57

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93.21

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11

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93.68

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93.30

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12

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93.47

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93.25

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13

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93.06

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93.16

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#

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3.1

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STA 7+91.83, 32.73'RT

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7.0'

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6.7'

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4.0'

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5.4'

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91.00

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*3.5%

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7.2%

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-0.5%

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1.0%

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-1.3%

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0.3%

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3.2

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STA 7+79.82, 20.82'RT

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6.0'

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5.0'

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4.0'

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4.0'

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91.23

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2.0%

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3.3%

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0.5%

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1.3%

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-0.5%

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0.7%

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3.3

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STA 7+82.03, 19.61'LT

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10.0'

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4.0'

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4.0'

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4.0'

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92.42

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*2.5%

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7.5%

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-0.5%

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1.5%

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0.0%

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1.3%

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3.4

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STA 7+91.02, 31.11'LT

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6.0'

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3.1'

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4.0'

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6.9'

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92.79

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1.8%

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5.0%

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1.3%

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-1.3%

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1.5%

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-1.5%

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CURB RAMP TABLE

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STATION/OFFSET

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LENGTH (MIN)

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Lt (MIN)

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WIDTH (MIN)

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Rt (MIN)

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A ELEV

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S1 %

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S2 %

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S3 %

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S4 %

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S5 %

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S6 %

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RAMP

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PC

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R/W

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CO

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JOB NO.

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VAULT PLAN NO.

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SHEET

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OF

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SCALE:

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FUND:

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ORDINANCE NO.

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PW NO.

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REVISED AS BUILT

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RECEIVED

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SDOT

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DES.

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REVIEWED:

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INITIALS AND DATE

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CONST.

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PROJ. MGR.

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INITIALS AND DATE

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DESIGNED

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CHECKED

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DRAWN

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CHECKED

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20

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SEATTLE, WASHINGTON

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BY:

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NANCY LOCKE

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REV'D

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CHK'D

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MADE

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REVISIONS

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NATURE

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MARK

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DATE

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VAULT SERIAL NO.

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13

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33

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H. 1"=10'

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790-432

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TS6753C

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TS6753A

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MM

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AG

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MM

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AG

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36760

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10

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5

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0

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10

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20

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SCALE IN FEET

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3RD AVE

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COLUMBIA ST

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8-22-17

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CURB RAMP PLANS

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CR3

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3RD AVE & COLUMBIA ST

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13

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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13

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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MAIN AND EXISTING UTIU1Y AND FILL SPACE BETWEEN WITH ETHA FOAM.

2. PRIOR TO CONSTRUCTION OF THE WATER MAIN STA 3+ 10.00 AND STA 3+50.00 POTHOLE TO CONFIRM DEPTH OF THE TWO VAULTS.

12" DIP, RJ, CL52, CLASS B SAND BEDDING, POLYETHYLENE ENCASE

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ADDENDUM #2

51

49

82

41

81

69

88

6261

29

68

48

PW# 2016-113

ADDENDUM#1

AutoCAD SHX Text

UVW

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RAMP

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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TEL VAULT

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EV

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EV

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EV

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EV

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EV

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4-3 " ECD 12" ECD 3.4'D

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4-3 " ECD12" ECD

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4-3 " ECD12" ECD

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4-3 " ECD12" ECD

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HH

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?"G

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?"G

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20"W

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20"W

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8"W

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6"W

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?"ECD

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?"ECD

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?"ECD

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?"ECD

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?"ECD

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?"ECD

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?"ECD

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?"ECD

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?"ECD

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?"ECD

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?"ECD

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?"ECD

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HH

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?"STEAM

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?"STEAM

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WM

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WM

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WM

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WM

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27"X13"ECD

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HH

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HH

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METRO TROLLEY WIRES

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METRO TROLLEY WIRES

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METRO TROLLEY WIRES

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METRO TROLLEY WIRES

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TD(FO)

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22

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29

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89

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1

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2

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4

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21

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3

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31

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4

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2

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1

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TYPE 3 "TC"

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TYPE 5 "SL"

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5

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P1

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3

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3

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31

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32

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P2

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PPB

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PPB

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2

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TYPE 3 "SL"

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TYPE 3 "TC"

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%%USIGNAL HEAD DISPLAY

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12"

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12"

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Y

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R

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12"

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G

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LED COUNTDOWN

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F6

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F5

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F8

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F4

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F3

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F1

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F2

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EXISTING PHASE DIAGRAM

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NOT

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USED

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VEHICLE

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PEDESTRIAN

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PROPOSED PHASE DIAGRAM

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CLAMSHELL

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NEW -LEFT MOUNTED

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89

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OLA

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OLB

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EX

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EX SPAN MOUNTED

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CONSTRUCTION NOTES INSTALL HANDHOLE. TYPE SHOWN ON DRAWING. INTERCEPT EX CONDUIT INSTALL HANDHOLE AND ROUTE CONDUIT FROM EXISTING INSTALL HANDHOLE AND ROUTE CONDUIT FROM EXISTING HANDHOLE. TYPE SHOWN ON DRAWINGS. PULL AND REPULL EX CONDUCTORS SIGNAL HEADS INSTALLED BY OTHERS INSTALL POLE, FOUNDATION, PEDESTRIAN SIGNAL HEADS, BRACKET ARM AND LUMINAIRE TERMINAL CABINET AND SALVAGED CHIEF SEATTLE BASE. REFER TO POLE SCHEDULE. FOR ALL STREETLIGHTING WORK, REFER TO SCL STANDARDS INSTALL OWNER-FURNISHED ANTENNA ON NEW POLE. MOUNT ANTENNA AT 19 FT REPLACE EX HANDHOLE LID WITH NEW LID. TYPE SHOWN ON DRAWINGS. PROTECT EX CONDUIT AND CONDUCTORS. INTERCEPT EX HANDHOLE WITH NEW CONDUIT. REFER TO WIRING SCHEDULE

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1

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2

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3

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4

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5

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REMOVAL NOTES REMOVE AND SALVAGE POLE, FOUNDATION, PEDESTRIAN SIGNAL HEADS, ALL SIGNS, LUMINAIRE AND BRACKET ARM AND ALL ASSOCIATED WIRING AND HARDWARE REMOVE AND STORE EX ANTENNA. COORDINATE THRU THE ENGINEER TO CONTACT JASON CAMBRIDGE, (206) 684-5703 10 BUSINESS DAYS PRIOR TO REMOVAL OF POLE. CONTRACTOR TO REMOVE BRONZE CHIEF SEATTLE POLE BASE AND STORE. THIS POLE BASE WILL BE RE-INSTALLED ON NEW POLE BY THE CONTRACTOR REMOVE EX HANDHOLE. RE-ROUTE CONDUIT INTO NEW HANDHOLES. PULL AND RE-PULL CONDUCTORS. TEMPORARY WIRING WILL BE REQUIRED

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1

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2

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28

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NEW - RIGHT MOUNTED

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3

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NOT

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USED

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F6

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F5

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F8

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F4

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F3

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F1

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F2

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NOT

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USED

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VEHICLE

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PEDESTRIAN

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OLA

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OLB

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12"

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12"

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Y

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R

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12"

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G

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BUS

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ONLY

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*NOTE:PHASE 8 IS BUS-ONLY.PHASE 8 IS BUS-ONLY.

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PROPOSED PHASING IS NOT INCLUDED

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IN THE CONTRACT

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EX SPAN MOUNTED

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12"

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12"

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Y

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R

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12"

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G

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31

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32

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INSTALLED

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4

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6

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BY OTHERS

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12"

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12"

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Y

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R

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12"

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G

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EX BUS QUEUE JUMP

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21

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22

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61

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62

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81

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82

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51

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41

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29

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68

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69

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88

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48

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49

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PC

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R/W

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CO

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JOB NO.

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VAULT PLAN NO.

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SHEET

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OF

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SCALE:

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FUND:

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ORDINANCE NO.

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PW NO.

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REVISED AS BUILT

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RECEIVED

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SDOT

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DES.

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REVIEWED:

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INITIALS AND DATE

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CONST.

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PROJ. MGR.

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INITIALS AND DATE

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DESIGNED

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CHECKED

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DRAWN

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CHECKED

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20

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SEATTLE, WASHINGTON

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BY:

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NANCY LOCKE

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REV'D

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CHK'D

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MADE

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REVISIONS

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NATURE

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MARK

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DATE

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VAULT SERIAL NO.

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17

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33

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1"=10'

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790-432

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TS6753C

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TS6753A

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JM

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AG

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JM

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AG

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36760

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1ST AVE

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COLUMBIA ST

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SIGNAL PLAN

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SG1

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COLUMBIA AND 1ST AVE

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N

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N

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Por donde hay injusticia, estoy alla.

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created by

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1991

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Gary J Carter

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Gary J Carter

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1991

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created by

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1991

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GJC

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49491

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S

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T

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A

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F

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O

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T

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E

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I

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W

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A

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H

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S

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R

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S

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E

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G

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O

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E

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S

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S

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I

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N

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I

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D

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E

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L

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A

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E

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T

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E

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R

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R

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P

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O

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F

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N

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G

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T

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O

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E

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G

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N

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I

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R

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E

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10

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5

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0

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10

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20

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SCALE IN FEET

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WARNING: HIGH-VOLTAGE OVERHEAD TROLLEY LINES!

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17

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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17

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

NOTES

.

1

4

7

8

PW# 2016-113

ADDENDUM#1

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POLE/PEDESTAL SCHEDULE

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POLE NO.

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STATION/ LOCATION & OFFSET

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POLE TYPE

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FOUNDATION TYPE

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POLE SHAFT LENGTH (FT)

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BOLT CIRCLE (IN)

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LUMINAIRE ARM LENGTH (FT)

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LUMINAIRE TYPE

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LUMINAIRE MOUNT HEIGHT (FT)

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# OF CABLE OUTLETS

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LOCATION OF OUTLET (AZIMUTH) 0°1ST AVE

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CITY LIGHT POLE NO.

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TERMINAL CABINET LOCATION (AZIMUTH) 0°1ST AVE

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P1

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2+1.69', 37.92'RT

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TYPE T

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8 FT (REF TO STD PLAN 541A, 541B)

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33.5

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14 1/2

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6

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270 LED

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35

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1

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0°

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POLE TAG IN FIELD

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270°

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P2

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PPB POST

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PPB POST

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4.5

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2

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NA

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NA

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NA

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NA

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NA

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NA

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NA

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RUN NO.

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SPAN WIRE OR CONDUIT SIZE

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EXISTING CONDUCTORS

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VEH HEAD

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PED HEAD

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PUSHBUTTON

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ST LGHT

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GROUND

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NOTES

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1-3" TRCD

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1-7C

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1-5C

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1

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1-7C COILED IN TERMINAL CABINET FOR FUTURE USE

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1-3" TRCD

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1-PR(SH)

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1

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1-2" TRCD

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SPARE

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2

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1-2" ECD

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2-#6 (L1,N)

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1

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CONNECT TO EX SL CONDUCTOR

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3

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2-3" ECD

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3 #8. 1-#8 G

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1

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INTERCEPT EX SCL HANDHOLE. COORDINATE WITH SCL THRU THE ENGINEER

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1-3" TRCD

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2-10C, 1-5C, 1-#8G

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2-10C, 1-5C

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2-PR(SH)

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1

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1-3" TRCD

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1-2" TRCD

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5

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2-3" ECD

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2-#6, (L1, N)

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1

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INTERCEPT EX SHARED HH WITH NEW CONDUIT

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6

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1-3"

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2-10C, 1-5C

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1

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INTERCEPT EX SHARED HANDHOLE WITH NEW CONDUIT

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EX 3"

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2-5C, 1#8G

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2-10C, 1-5C

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1

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WIRING COMPLETED BY OTHERS

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EX SPAN

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1-10C, 2-5C, 1#8G

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2-10C, 1-5C

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1

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9

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EX 1-2"

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2-10C, 4-5C, 1-#8G

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EX 1-2"

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EMPTY

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2-10C, 1-5C

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1

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TERMINATE ALL CONDUCTORS IN CABINET

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10

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1-1" TRCD

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1PR(SH)

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1

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WIRING SCHEDULE

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1.CHIEF SEATTLE BASE (CSB) POLE BASE POLE AND DETAILS PROVIDED ON STANDARD PLAN 542A (COS STANDARD PLANS & SPECS. 2011 ED.) IN THE CHIEF SEATTLE BASE (CSB) POLE BASE POLE AND DETAILS PROVIDED ON STANDARD PLAN 542A (COS STANDARD PLANS & SPECS. 2011 ED.) IN THE APPENDIX

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2. ALL POLES, BRACKET ARMS, TERMINAL CABINETS, POLE BASES, CCTV CAMERA MOUNTS AND ALL ASSOCIATED HARDWARE SHALL BE 'SEATTLE RAILROAD GREEN'. ALL POLES, BRACKET ARMS, TERMINAL CABINETS, POLE BASES, CCTV CAMERA MOUNTS AND ALL ASSOCIATED HARDWARE SHALL BE 'SEATTLE RAILROAD GREEN'. REFER TO STANDARD COLOR DEFINITIONS IN SECT 9-08.1(8). NO RAL COLOR HAS BEEN DEFINED FOR RAILROAD GREEN. 3. ALL STREETLIGHT BRACKET ARMS SHALL BE 'ALADDIN ARM ASSEMBLY' STYLE, PER SCL STOCK CATALOG "STREETLIGHT EQUIPMENT FOR HISTORICAL DISTRICTS". ALL STREETLIGHT BRACKET ARMS SHALL BE 'ALADDIN ARM ASSEMBLY' STYLE, PER SCL STOCK CATALOG "STREETLIGHT EQUIPMENT FOR HISTORICAL DISTRICTS". REFER TO APPENDIX FOR INFORMATION 4. POLE SHALL BE DESIGNED TO MEET AASHTO 2013 CRITERIA POLE SHALL BE DESIGNED TO MEET AASHTO 2013 CRITERIA 5. REFER TO SCL STANDARD 1716.38 IN APPENDIX FOR MORE INFORMATION ON CHIEF SEATTLE BASE. REFER TO SCL STANDARD 1716.38 IN APPENDIX FOR MORE INFORMATION ON CHIEF SEATTLE BASE.

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1.ALL GROUNDWIRE SHALL BE #6 AWG. ALL CONDUIT WITH A CONDUCTOR SHALL CONTAIN A GROUNDWIRE. ALL GROUNDWIRE SHALL BE #6 AWG. ALL CONDUIT WITH A CONDUCTOR SHALL CONTAIN A GROUNDWIRE.

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PC

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R/W

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CO

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JOB NO.

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VAULT PLAN NO.

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SHEET

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OF

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SCALE:

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FUND:

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ORDINANCE NO.

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PW NO.

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REVISED AS BUILT

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RECEIVED

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SDOT

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DES.

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REVIEWED:

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INITIALS AND DATE

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CONST.

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PROJ. MGR.

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INITIALS AND DATE

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DESIGNED

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CHECKED

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DRAWN

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CHECKED

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20

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SEATTLE, WASHINGTON

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BY:

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NANCY LOCKE

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REV'D

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CHK'D

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MADE

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REVISIONS

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NATURE

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MARK

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DATE

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VAULT SERIAL NO.

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18

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33

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NONE

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790-432

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TS6753C

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TS6753A

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JM

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AG

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JM

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AG

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36760

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18

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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R

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49491

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R

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E

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N

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I

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O

AutoCAD SHX Text

I

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S

AutoCAD SHX Text

S

AutoCAD SHX Text

E

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F

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O

AutoCAD SHX Text

E

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G

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R

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E

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N

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I

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G

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N

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E

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L

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A

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D

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R

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E

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T

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S

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E

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P

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1991

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GJC

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F

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O

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E

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T

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A

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S

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T

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I

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G

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O

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N

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T

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N

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S

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A

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W

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created by

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1991

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Gary J Carter

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Gary J Carter

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1991

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created by

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H

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SG1A COLUMBIA AND 1ST AVE SIGNAL SCHEDULES

49

294868

8949

31

69

88

4929

32

51

22

21

62 61

PW# 2016-113

ADDENDUM#1

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SPLICE IN POLE

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TERMINAL CABINET

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Y

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O

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Blu

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PREEMPT - A

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8A1

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8A2

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8A3

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Bare

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8A4

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1-M138

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P1-1

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E1-2 REMOVE

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Y

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O

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Blu

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PREEMPT - B

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8B1

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8B2

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8B3

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Bare

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8B4

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1-M138

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TO CONTROLLER

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TO CONTROLLER

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POLE NO. E1-2

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MAN

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HAND

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Com

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1-3C

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W

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R

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BK

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781

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782

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783

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- %%C8

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MAN

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HAND

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Com

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1-3C

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W

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R

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BK

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741

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742

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743

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- %%C4

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%%UFIELD WIRE TERMINATIONS

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NOT TO SCALE

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- %%C8

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W

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R

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O

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G

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Bk

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Sp

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G

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Y

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R

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Com

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1-5C

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TO CONTROLLER

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TO CONTROLLER

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TO CONTROLLER

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COLUMBIA ST

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1ST AVE

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E1-2

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- %%C6

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COM

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HAND

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MAN

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1-3C

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BK

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R

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W

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723

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722

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721

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- %%C2

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W

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R

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O

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G

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Bk

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Sp

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G

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Y

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R

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Com

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- %%C2

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W

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R

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O

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G

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Bk

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Sp

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G

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Y

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R

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Com

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1-5C

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1-5C

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621

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622

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623

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624

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625

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- %%C4

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COM

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HAND

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MAN

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BK

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R

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W

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743

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742

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741

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W

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R

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O

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G

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Bk

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621

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622

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623

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624

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625

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1-10C

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621

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622

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623

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624

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625

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WHITE

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R/BK

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O/BK

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G/BK

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BLU

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1-3C

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BK

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R

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W

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R

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Bk

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BK

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R

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W

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O

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G

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721

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742

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743

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723

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722

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TO CONTROLLER

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- %%C3

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1-5C

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W

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R

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O

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G

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Bk

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Sp

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G

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Y

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R

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Com

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- %%C3

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W

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R

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O

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G

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Bk

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Sp

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G

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Y

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R

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Com

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1-5C

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1-5C

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631

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632

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633

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634

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635

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631

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632

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633

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634

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635

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641

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642

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643

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644

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645

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W

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R

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O

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G

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Bk

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TO CONTROLLER

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W

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R

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O

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G

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Bk

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681

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682

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683

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684

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685

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MAN

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HAND

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Com

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1-3C

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W

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R

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BK

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741

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742

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743

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- %%C4

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MAN

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HAND

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Com

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1-3C

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W

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R

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BK

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721

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722

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723

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- %%C2

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- %%C8

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W

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R

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O

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G

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Bk

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Sp

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G

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Y

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R

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Com

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1-5C

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TO CONTROLLER

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TO CONTROLLER

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TO CONTROLLER

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681

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682

AutoCAD SHX Text

683

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684

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685

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POLE NO. P1-1

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NTS

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31

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32

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89

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28

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PC

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R/W

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CO

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JOB NO.

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VAULT PLAN NO.

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SHEET

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OF

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SCALE:

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FUND:

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ORDINANCE NO.

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PW NO.

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REVISED AS BUILT

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RECEIVED

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SDOT

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DES.

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REVIEWED:

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INITIALS AND DATE

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CONST.

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PROJ. MGR.

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INITIALS AND DATE

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DESIGNED

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CHECKED

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DRAWN

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CHECKED

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20

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SEATTLE, WASHINGTON

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BY:

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NANCY LOCKE

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REV'D

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CHK'D

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MADE

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REVISIONS

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NATURE

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MARK

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DATE

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VAULT SERIAL NO.

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19

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33

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NONE

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790-432

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TS6753C

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TS6753A

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JM

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AG

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JM

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AG

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36760

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19

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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R

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49491

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R

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E

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N

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I

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O

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I

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S

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S

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E

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F

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O

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E

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G

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R

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E

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N

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I

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G

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N

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E

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L

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A

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D

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R

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E

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T

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S

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E

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P

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1991

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GJC

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F

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O

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E

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T

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A

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S

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T

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I

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G

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O

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N

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T

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N

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S

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A

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W

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created by

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1991

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Gary J Carter

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Gary J Carter

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1991

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created by

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AutoCAD SHX Text

H

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SG1B COLUMBIA AND 1ST AVE FIELD TERMINATIONS

� � � � � � � � � ��

� ��

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F6

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F5

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F8

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F4

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F3

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F1

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F2

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NOT

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USED

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VEHICLE

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PEDESTRIAN

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F7

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NOT

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USED

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NOT

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USED

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NOT

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USED

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OLA

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OLA

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12"

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12"

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Y

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R

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12"

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G

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POLE MOUNTED

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LED COUNTDOWN

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CLAMSHELL

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EX

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EX

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CONSTRUCTION NOTES INSTALL HANDHOLE. TYPE SHOWN ON DRAWING FURNISH SIGNAL HEAD AND ASSOC WIRING. INSTALLATION OF SIGNAL HEAD BY OTHERS PROTECT EXISTING ANTENNA. FOR INFORMATION CONTACT ANDY STANKOVICS, DEPT OF INFORMATION TECHNOLOGY, (206) 386-4029 QUEUE JUMP SIGNAL HEAD REMOVED BY OTHERS

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1

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REMOVAL NOTES REMOVE EXISTING HANDHOLE. PULL AND REPULL CONDUCTORS

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1

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INSTALLED BY

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81

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OTHERS

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2

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82

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3

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F6

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F5

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F8

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F4

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F3

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F1

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F2

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NOT

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USED

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VEHICLE

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PEDESTRIAN

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F7

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NOT

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USED

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NOT

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USED

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NOT

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USED

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OLA

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*NOTE:PHASE 8 IS BUS-ONLY. PHASE 8 IS BUS-ONLY.

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IN THE CONTRACT

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4

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POLE MOUNTED

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EX METRO QUEUE JUMP

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12"

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12"

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Y

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R

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12"

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G

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OLA

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23

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41

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42

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43

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21

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22

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31

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26

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27

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SEATTLE, WASHINGTON

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NANCY LOCKE

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NONE

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790-432

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TS6753C

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TS6753A

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JM

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36760

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WA-03-0245

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SHEET NO.

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SG2B COLUMBIA AND 2ND AVE FIELD TERMINATIONS

ADDENDUM#1

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12"W

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GRANITE CURB

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69

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L33

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L32

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P3

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4

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TYPE 1 "TC"

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TYPE 1 "TC"

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CONSTRUCTION NOTES INSTALL NEW CSB POLE, FOUNDATION , PEDESTRIAN SIGNAL HEAD, VEHICLE SIGNAL HEAD, LUMINAIRE AND BRACKET ARM. REFER TO POLE SCHEDULE. FOR ALL STREETLIGHTING WORK, REFER TO SCL STANDARDS INSTALL NEW HANDHOLE IN PLACE OF EX HANDHOLE. TYPE SHOWN ON DRAWING. PULL AND REPULL ALL EX CONDUCTORS FURNISH SIGNAL HEAD AND ASSOC WIRING. INSTALLATION OF SIGNAL HEAD BY OTHERS INSTALL NEW TERMINAL CABINET ON POLE. REFER TO POLE SCHEDULE INSTALL OWNER FURNISHED CCTV CAMERA ON NEW POLE. REFER TO DETAIL 1, SG3A INSTALL HANDHOLE. TYPE SHOWN ON DRAWING INSTALL NEW HANDHOLE LID, TYPE 3. PROTECT EX CONDUIT AND CONDUCTORS PROTECT EXISTING ANTENNA. FOR INFORMATION CONTACT ANDY STANKOVICS, DEPT OF INFORMATION TECHNOLOGY, (206) 386-4029 INSTALL LOOPS AND LEAD-INS DIRECTLY TO HANDHOLE. POSITION HANDHOLE TO AVOID PAVEMENT JOINTS. REFER TO PAVING DRAWINGS AND JOINT LAYOUTS

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1

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LED COUNTDOWN

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58

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CLAMSHELL

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RIGHT MOUNTED

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69

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EX

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12"

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POLE MOUNTED

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F4

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VEHICLE

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PEDESTRIAN

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REMOVAL NOTES REMOVE POLE, FOUNDATION, PEDESTRIAN AND VEHICLE SIGNAL HEADS, SIGN(S), LUMINAIRE AND BRACKET ARM AND ALL ASSOCIATED WIRING REMOVE AND SALVAGE EX HANDHOLE LID REMOVE AND SALVAGE EX HANDHOLE LID REMOVE EX CCTV CAMERA, MOUNT, AND ALL ASSOCIATED WIRING AND HARDWARE

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3

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EX POLE MOUNTED

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INSTALLED BY

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31

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OTHERS

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6

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32

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12"

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12"

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EX POST MOUNTED

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*NOTE:PHASE 3 IS BUS-ONLY.PHASE 3 IS BUS-ONLY.

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IN THE CONTRACT

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NOT

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USED

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VEHICLE

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PEDESTRIAN

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F7

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NOT

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USED

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NOT

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USED

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OLA

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9

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18

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19

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28

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29

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59

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68

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21

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22

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23

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24

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41

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42

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43

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PC

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R/W

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CO

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JOB NO.

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VAULT PLAN NO.

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SHEET

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OF

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PW NO.

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REVISED AS BUILT

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RECEIVED

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SDOT

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DES.

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REVIEWED:

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INITIALS AND DATE

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CONST.

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PROJ. MGR.

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INITIALS AND DATE

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DESIGNED

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CHECKED

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DRAWN

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CHECKED

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20

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SEATTLE, WASHINGTON

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BY:

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NANCY LOCKE

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REV'D

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CHK'D

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MADE

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REVISIONS

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NATURE

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MARK

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DATE

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VAULT SERIAL NO.

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22

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33

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1"=10'

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790-432

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TS6753C

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TS6753A

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JM

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AG

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JM

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AG

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36760

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3RD AVE

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COLUMBIA ST

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SIGNAL PLAN

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SG3

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COLUMBIA AND 3RD AVE

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N

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N

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created by

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1991

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Gary J Carter

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Gary J Carter

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1991

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created by

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1991

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GJC

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49491

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S

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T

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A

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F

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O

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A

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H

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S

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E

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G

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O

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E

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S

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S

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I

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N

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I

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D

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E

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L

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A

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E

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T

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E

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R

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R

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P

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O

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F

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N

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G

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E

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G

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N

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I

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E

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40

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20

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0

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10

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20

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SCALE IN FEET

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22

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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22

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

2-3C

A 2 721C 6 721

OPTICOM DISCRIMINATOR 764 & 7681-

PW# 2016-113

ADDENDUM#1

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RUN NO.

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SPAN WIRE OR CONDUIT SIZE

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EXISTING CONDUCTORS

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VEH HEAD

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PED HEAD

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LOOPS

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CCTV

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GROUND

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NOTES

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1

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1-3"TRCD

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1-5C

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1-3C

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1

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1-3"TRCD

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1-CCC

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1

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1-2"ECD

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2

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EX 3"

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2-10C, 1-CCC

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1-5C

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1

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3

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EX 2"

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1-7C, 1-5C, 1-#6 SL WIRE, 1#8G

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1-5C

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1

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4

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EX. 3"

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1-7C, 1-5C, 1#8G

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1-5C

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1

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5

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EX 4"

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EMPTY

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1-7C

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1

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6

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1-2"TRCD

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1-2C

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1

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7

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2-2"TRCD

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1-6C

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1

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8

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EX 3"

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1-7C

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1-7C, 1-5C

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1-3C

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1-6C

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1-CCC

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1

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TERMINATE ALL WIRES IN CABINET

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WIRING SCHEDULE

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POLE SCHEDULE

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POLE NO.

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STATION/LOCATION AND OFFSET

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POLE TYPE

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FOUNDATION TYPE

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POLE SHAFT LENGTH (FT)

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LUMINAIRE ARM LENGTH (FT)

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LUMINAIRE TYPE

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LUMINAIRE MOUNTING HEIGHT (FT)

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# OF CABLE OUTLETS

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LOCATION OF OUTLET (CLOCKWISE) 0° = 3RD AVE NORTHBOUND

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CITY LIGHT POLE NO.

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TERMINAL CABINET LOCATION (CLOCKWISE) 0° = 3RD AVE NORTHBOUND

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NOTE

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P3

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7+73.60, 24.21'RT

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STRAIN TYPE T, CHIEF SEATTLE BASE

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STD PLAN 541B

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33.5

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6

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270 LED

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35

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2

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LOOP SCHEDULE

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LOOP #

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PHASE

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TYPE

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MEASURED AT HANDHOLE

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# TURNS

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BICYCLE DETECTOR PAVEMENT MARKING?

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DI-POLE

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STD

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QUAD

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INDUCTANCE (uh)

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RESISTANCE (ohms)

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L31

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3

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X

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4

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YES

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L32

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3

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X

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4

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NO

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L33

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3

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X

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4

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NO

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PRE-EMPT SCHEDULE

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DETECTOR ID

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PHASE

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MODEL NO.

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CCTV MOUNTING DETAIL

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NTS

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STAINLESS STEEL BAND

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V-BOLT MOUNTING KIT

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CAMERA CONTROL CABLE (1-CCC)

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CCTV MOUNTING PLATE

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BAND CCC ONTO LUMINAIRE ARM. REFER TO WIRING SCHEDULE.

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90

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1.POLE SHALL HAVE A 12-INCH CAST ALUMINUM STREETLIGHT BASE. REFER TO SCL MATERIAL STANDARD 5680.33 (EFFECTIVE 7/26/16) IN THE APPENDIX. POLE SHALL HAVE A 12-INCH CAST ALUMINUM STREETLIGHT BASE. REFER TO SCL MATERIAL STANDARD 5680.33 (EFFECTIVE 7/26/16) IN THE APPENDIX.

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2.CHIEF SEATTLE BASE (CSB) DETAILS PROVIDED ON STANDARD PLAN 542A (2011 ED.) IN THE APPENDIX CHIEF SEATTLE BASE (CSB) DETAILS PROVIDED ON STANDARD PLAN 542A (2011 ED.) IN THE APPENDIX

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3. ALL POLES, BRACKET ARMS, TERMINAL CABINETS, POLE BASES, CCTV CAMERA MOUNTS AND ALL ASSOCIATED HARDWARE SHALL BE 'SEATTLE RAILROAD GREEN'. ALL POLES, BRACKET ARMS, TERMINAL CABINETS, POLE BASES, CCTV CAMERA MOUNTS AND ALL ASSOCIATED HARDWARE SHALL BE 'SEATTLE RAILROAD GREEN'. REFER TO STANDARD COLOR DEFINITIONS IN SECT 9-08.1(8) 4. ALL STREETLIGHT BRACKET ARMS SHALL BE 'ALADDIN ARM ASSEMBLY' STYLE, PER SCL STOCK CATALOG "STREETLIGHT EQUIPMENT FOR HISTORICAL DISTRICTS". ALL STREETLIGHT BRACKET ARMS SHALL BE 'ALADDIN ARM ASSEMBLY' STYLE, PER SCL STOCK CATALOG "STREETLIGHT EQUIPMENT FOR HISTORICAL DISTRICTS". REFER TO APPENDIX FOR INFORMATION

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1. MOUNTING TUBE, MOUNTING PLATE, MOUNTING TUBE, MOUNTING PLATE, MOUNTING KIT AND ALL ASSOCIATED HARDWARE SHALL BE PAINTED "SEATTLE RAILROAD GREEN" PER STD 9-08.1(8) 2. CONTRACTOR TO REMOVE EX CCTV CONTRACTOR TO REMOVE EX CCTV CAMERA ON POLE AT 3RD/COLUMBIA AND RE-INSTALL ON NEW POLE

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MOUNTING TUBE

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1.FOR LOOPS SPACING AND DETAILS, REFER TO STD PLAN 530B.FOR LOOPS SPACING AND DETAILS, REFER TO STD PLAN 530B.

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1.ALL GROUNDWIRE SHALL BE #6 AWG. ALL CONDUIT WITH A CONDUCTOR SHALL HAVE A GROUNDWIRE. ALL GROUNDWIRE SHALL BE #6 AWG. ALL CONDUIT WITH A CONDUCTOR SHALL HAVE A GROUNDWIRE.

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CCTV CAMERA

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NOTE:

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DRIP LOOP

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PC

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R/W

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CO

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JOB NO.

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VAULT PLAN NO.

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SHEET

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OF

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SCALE:

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FUND:

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ORDINANCE NO.

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PW NO.

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REVISED AS BUILT

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RECEIVED

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SDOT

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DES.

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REVIEWED:

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INITIALS AND DATE

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CONST.

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PROJ. MGR.

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INITIALS AND DATE

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DESIGNED

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CHECKED

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DRAWN

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CHECKED

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20

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SEATTLE, WASHINGTON

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BY:

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NANCY LOCKE

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REV'D

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CHK'D

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MADE

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REVISIONS

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NATURE

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MARK

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DATE

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VAULT SERIAL NO.

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23

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33

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NONE

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790-432

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TS6753C

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TS6753A

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JM

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AG

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JM

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AG

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36760

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23

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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R

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49491

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R

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E

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N

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I

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O

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I

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S

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S

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E

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F

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O

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E

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G

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R

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E

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N

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I

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G

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N

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E

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L

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A

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D

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E

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T

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S

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E

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P

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1991

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GJC

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F

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E

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T

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A

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S

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T

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I

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G

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O

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N

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T

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N

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S

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A

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W

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created by

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1991

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Gary J Carter

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Gary J Carter

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1991

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created by

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H

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SG3A COLUMBIA AND 3RD AVE SIGNAL SCHEDULES

20

2221

47

4241

88

68

89

21

48

49

32

6931

69

11

21

22

28

31

29

32

6949

11

42

68

PW# 2016-113

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SPLICE IN POLE

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TERMINAL CABINET

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Y

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O

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Blu

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PREEMPT - A

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8A1

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8A2

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8A3

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Bare

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8A4

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1-M138

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Y

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O

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Blu

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PREEMPT - B

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8B1

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8B2

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8B3

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Bare

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8B4

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1-M138

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TO CONTROLLER

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TO CONTROLLER

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NOT TO SCALE

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- %%C6

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COM

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HAND

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MAN

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1-3C

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BK

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R

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W

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723

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722

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721

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W

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Y

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Com

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1-5C

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1-5C

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621

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622

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623

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624

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625

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BK

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W

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743

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742

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741

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W

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O

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G

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621

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622

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623

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624

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625

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1-10C

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621

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622

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623

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624

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625

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WHITE

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R/BK

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O/BK

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G/BK

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BLU

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1-3C

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BK

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O

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721

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742

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743

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723

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722

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TO CONTROLLER

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1-5C

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W

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O

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1-5C

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1-5C

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641

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642

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643

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644

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645

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641

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642

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643

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644

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645

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641

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642

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643

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644

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645

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W

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R

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O

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G

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Bk

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TO CONTROLLER

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P3

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E3

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COLUMBIA ST

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3RD AVE

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E3-2

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NTS

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MAN

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HAND

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Com

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1-3C

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BK

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721

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722

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723

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1-5C

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TO CONTROLLER

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TO CONTROLLER

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631

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632

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633

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634

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635

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POLE NO. E3-1

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MAN

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HAND

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Com

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1-3C

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W

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BK

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721

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722

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1-5C

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TO CONTROLLER

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TO CONTROLLER

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631

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632

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633

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634

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635

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POLE NO. E3-2

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MAN

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HAND

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Com

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1-3C

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W

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R

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761

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762

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763

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1-3C

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W

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741

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742

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743

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611

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612

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613

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614

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615

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PC

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DRAWN

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20

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SEATTLE, WASHINGTON

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NANCY LOCKE

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DATE

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24

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33

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NONE

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790-432

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TS6753C

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TS6753A

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JM

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AG

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JM

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AG

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36760

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24

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SHEET NO.

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10

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1991

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Gary J Carter

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1991

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created by

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SG3B COLUMBIA AND 3RD AVE FIELD TERMINATIONS

Seattle

*790-432-25*

PW# 2016-113

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OH SIGN

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FIRE ESCAPE

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JERSEY BARRIERS

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CHAIN LINK

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RAMP

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WM

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WM

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%%UCHANNELIZATION LEGEND

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SOLID 4" YELLOW STRIPES WITH 4" SPACE IN BETWEEN STRIPES (PROFILED MMA) DASHED 6" WHITE STRIPE (2' PROFILED MMA WITH 4' SKIP) DASHED 4" WHITE STRIPE (2' PROFILED MMA WITH 4' SKIP) 4" SOLID WHITE STRIPE (PROFILED MMA) 6" SOLID WHITE STRIPE (PROFILED MMA) 8" SOLID WHITE STRIPE FOR BARRIER LINE 8" SOLID WHITE STRIPE FOR CROSSWALK, PER STD PLAN 712 24" SOLID WHITE STRIPE FOR STOP BAR LEFT ARROW, PER STD PLAN 720a RIGHT ARROW, PER STD PLAN 720a THROUGH ARROW, PER STD PLAN 720b LEFT AND THROUGH ARROW COMBINATION, PER STD PLAN 720c RIGHT AND THROUGH ARROW COMBINATION, PER STD PLAN 720c "ONLY" LEGEND "BUS" LEGEND "BUS ONLY" RED STRIPING, SEE DETAIL

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L-1M

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L-5BM

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L-8T

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L-8BT

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L-20T

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L-21T

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L-22T

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L-23T

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L-24T

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L-6AM

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INSTALL

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REMOVE

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L-25T

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L-30T

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L-5CM

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L-BUS

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L-8

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L-6BM

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WM

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L-BUS

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WM

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DW

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DW

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DW

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PC

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REVISED AS BUILT

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INITIALS AND DATE

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PROJ. MGR.

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INITIALS AND DATE

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DRAWN

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20

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SEATTLE, WASHINGTON

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BY:

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NANCY LOCKE

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REV'D

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CHK'D

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MADE

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MARK

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DATE

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VAULT SERIAL NO.

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25

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33

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H. 1"=20', V. 1"=10'

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790-432

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TS6753C

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TS6753A

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JS

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AG

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JS

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36760

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40

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20

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0

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10

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20

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SCALE IN FEET

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1ST AVE

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COLUMBIA ST

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CHANNELIZATION PLAN

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CH1

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2ND AVE

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MATCH LINE SEE SHEET CH2CH2

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POST AVE

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8-22-17

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ALL WORK ON THIS SHEET TO BE DONE BY OTHERS AFTER COLUMBIA STREET FROM ALASKAN WAY TO 1ST AVE IS RECONSTRUCTED

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25

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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25

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

COLUMB IA STREET

COLUMBIASTREET

THIRD

ENUE

COLUMB IA STREET

COLUMBIASTREET

THIRD

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THIRD AVENUE

THIRD AVENUE

THIRD AVENUE

THIRD AVENUE

Seattle

*790-432-26*

PW# 2016-113

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L-6M

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ASPHALT

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WM

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WM

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WM

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WM

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WM

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DW

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L-BUS

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L-1M

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L-5BM

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L-8T

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L-8BT

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L-20T

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L-21T

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L-22T

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L-23T

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L-24T

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L-6AM

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INSTALL

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L-25T

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L-30T

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L-5CM

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L-BUS

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L-8

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WM

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SDOT

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DRAWN

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20

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SEATTLE, WASHINGTON

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BY:

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NANCY LOCKE

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REV'D

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CHK'D

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MADE

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REVISIONS

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MARK

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DATE

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VAULT SERIAL NO.

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26

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33

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H. 1"=20', V. 1"=10'

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790-432

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TS6753C

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TS6753A

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JS

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AG

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JS

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AG

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36760

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40

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20

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0

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10

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20

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SCALE IN FEET

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3RD AVE

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COLUMBIA ST

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CHANNELIZATION PLAN

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CH2

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MATCH LINE SEE SEE CH1CH1

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2ND AVE

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8-22-17

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26

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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26

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

Seattle

*790-432-27*

PW# 2016-113

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L-1M

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L-5BM

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L-8T

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L-8BT

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L-20T

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L-21T

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L-22T

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L-23T

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L-24T

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L-6AM

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L-25T

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L-30T

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L-5CM

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L-BUS

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L-8

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L-6BM

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(TYP)

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(TYP)

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CHAIN LINK

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UV

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15

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INSTALL

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PC

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R/W

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CO

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PW NO.

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REVISED AS BUILT

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SDOT

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INITIALS AND DATE

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PROJ. MGR.

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INITIALS AND DATE

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DRAWN

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20

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SEATTLE, WASHINGTON

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BY:

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NANCY LOCKE

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REV'D

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CHK'D

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MADE

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MARK

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DATE

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27

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33

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H. 1"=20', V. 1"=10'

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790-432

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TS6753C

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TS6753A

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JS

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AG

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JS

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AG

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36760

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40

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20

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0

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10

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20

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SCALE IN FEET

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4TH AVE

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COLUMBIA ST

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CHANNELIZATION PLAN

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CH3

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5TH AVE

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8-22-17

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27

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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27

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

Seattle

*790-432-28*

PW# 2016-113

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L-8T

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OH SIGN

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FIRE ESCAPE

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R7-NP

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JERSEY BARRIERS

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CHAIN LINK

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DOOR

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OVERHANG

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DOOR

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DOOR

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DOOR

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WINDOW

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DOOR

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DOOR

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WINDOW

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WINDOW

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WINDOW

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WINDOW

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OVERHANG

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DOOR

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PED ENTRANCE

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OPEN

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OPEN

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OPEN

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OPEN

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OPEN

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SIGN

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CONC.

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GARAGE ENTRANCE

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WINDOWS

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DOOR

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SIGN

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ATM

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PILLARS

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WINDOWS

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RAMP

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PARKING STRUCTURE

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WM

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WM

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WM

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DW

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DW

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DW

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R3-1X[1]

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R7-STOPS

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R7-STAPBD

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TS-5

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R7-STOPS

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R7-STOPS

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R7-STOPS

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PAY STA

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R7-STOPS

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TS-10

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R7-NP

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TS-10

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R8-PAYH

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R7-NP

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R8-CLZTKX[1]

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TS-5

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R3-7RX[1]

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R7-NP

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TS-5

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R7-NP

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R7-STOPS

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R7-STOPS

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R3-184X

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R3-184X

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R3-17B

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R6-2R

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R3-7RX[1]

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R3-7RX[1]

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INSTALL

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REMOVE

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R6-1R

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WM

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SIGNING LEGEND TS-3 SIGN POST, 3' SIGN POST, 3' TS-5 SIGN POST, 5' SIGN POST, 5' TS-10 SIGN POST, 10' SIGN POST, 10' R3-1X[1] [NO RIGHT TURN] "TRUCKS" [NO RIGHT TURN] "TRUCKS" R3-2 [NO LEFT TURN] [NO LEFT TURN] R6-2L ONE WAY [LEFT ARROW] ONE WAY [LEFT ARROW] R6-2R ONE WAY [RIGHT ARROW] ONE WAY [RIGHT ARROW] R3-7R RIGHT LANE MUST TURN RIGHT RIGHT LANE MUST TURN RIGHT R3-7RX[1] RIGHT LANE MUST TURN RIGHT EXCEPT BUSES RIGHT LANE MUST TURN RIGHT EXCEPT BUSES R3-17B AHEAD AHEAD R3-182X RESTRICTED RIGHT LANE AHEAD RESTRICTED RIGHT LANE AHEAD R3-184X [BUS SYMBOL] CENTER LANE, "BUSES ONLY" [BUS SYMBOL] CENTER LANE, "BUSES ONLY" R3-186 [BUS] CURB LANE, BUSES ONLY [45L DW ARROW] [BUS] CURB LANE, BUSES ONLY [45L DW ARROW] R3-190 RIGHT TURNS PERMITTED RIGHT TURNS PERMITTED R5-101 EXCEPT BUSES EXCEPT BUSES R6-1R [LARGE RIGHT ARROW] ONE WAY [LARGE RIGHT ARROW] ONE WAY R6-1L [LARGE LEFT ARROW] ONE WAY [LARGE LEFT ARROW] ONE WAY R7-BUS [METRO LOGO] BUS, TAZ [METRO LOGO] BUS, TAZ R7-NP [RED SLASHED CIRCLE] P [RED SLASHED CIRCLE] P R7-STAPBD NO STOPS 6-9A 3-7P EXC SAT-SUN-HOL, TAZ NO STOPS 6-9A 3-7P EXC SAT-SUN-HOL, TAZ R7-STOPS NO STOPS TOW-AWAY ZONE Phone 684-5444 NO STOPS TOW-AWAY ZONE Phone 684-5444 R8-CLZSTX[10] {10}30 MINUTE COMMERCIAL OR PERMIT VEHICLE LOAD ONLY {10}30 MINUTE COMMERCIAL OR PERMIT VEHICLE LOAD ONLY 9AM-3PM MON-FRI 7AM-6PM SAT NO STOPS 6-9AM 3-7PM EXCEPT SAT-SUN-HOL R8-CLZTKX[1] {1}30 M CLZ, 7A-6P EXC SUN-HOL USE PS EXC WITH PERMIT, 30 M {1}30 M CLZ, 7A-6P EXC SUN-HOL USE PS EXC WITH PERMIT, 30 M TLZ 6P-7A EVERYDAY R8-PAYH [SWOOPING ARROW][Circle P]PAY HERE TO PARK [SWOOPING ARROW][Circle P]PAY HERE TO PARK R8-30MSTX[7] {7}NO STOPS 6-9AM 3-7PM, TOW AWAY ZONE EXCEPT SAT-SUN-HOL {7}NO STOPS 6-9AM 3-7PM, TOW AWAY ZONE EXCEPT SAT-SUN-HOL 30 MINUTE LIMIT, 9AM-3PM 7-8PM MON THRU FRI, 8AM-8PM SATURDAY PAY STA PARKING PAY STATIONPARKING PAY STATION

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PC

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R/W

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CO

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REVISED AS BUILT

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RECEIVED

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DES.

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REVIEWED:

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INITIALS AND DATE

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CONST.

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PROJ. MGR.

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INITIALS AND DATE

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DESIGNED

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CHECKED

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DRAWN

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CHECKED

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20

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SEATTLE, WASHINGTON

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BY:

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NANCY LOCKE

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REV'D

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CHK'D

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MADE

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REVISIONS

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NATURE

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MARK

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DATE

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VAULT SERIAL NO.

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AutoCAD SHX Text


AutoCAD SHX Text

28

AutoCAD SHX Text

33

AutoCAD SHX Text

H. 1"=20', V. 1"=10'

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790-432

AutoCAD SHX Text

TS6753C

AutoCAD SHX Text

TS6753A

AutoCAD SHX Text

JS

AutoCAD SHX Text

AG

AutoCAD SHX Text

JS

AutoCAD SHX Text

AG

AutoCAD SHX Text

36760

AutoCAD SHX Text

40

AutoCAD SHX Text

20

AutoCAD SHX Text

0

AutoCAD SHX Text

10

AutoCAD SHX Text

20

AutoCAD SHX Text

SCALE IN FEET

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1ST AVE

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COLUMBIA ST

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SIGNING PLAN

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SI1

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2ND AVE

AutoCAD SHX Text


AutoCAD SHX Text

POST AVE

AutoCAD SHX Text

8-22-17

AutoCAD SHX Text


AutoCAD SHX Text

28

AutoCAD SHX Text

WA-03-0245

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SHEET NO.

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AutoCAD SHX Text

STATE

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REGION NO.

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WA

AutoCAD SHX Text

10

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28

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WA-03-0245

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SHEET NO.

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AutoCAD SHX Text

STATE

AutoCAD SHX Text

REGION NO.

AutoCAD SHX Text

WA

AutoCAD SHX Text

10

COLUMBI A STREET

COLUMBIASTREET

THIRD AVENUE

THIRD AVENUE

THIRD AVENUE

Seattle

*790-432-29*

PW# 2016-113

AutoCAD SHX Text

R6-1R

AutoCAD SHX Text

R7-BUS

AutoCAD SHX Text

R7-NP

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

BUS SHELTER

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WINDOW

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WINDOW

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WINDOW

AutoCAD SHX Text

WINDOW

AutoCAD SHX Text

TRASH CAN

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DOOR

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GARAGE ENTRANCE

AutoCAD SHX Text

GARAGE EXIT

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

WINDOW

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WINDOW

AutoCAD SHX Text

WINDOW

AutoCAD SHX Text

DOOR

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ASPHALT

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DOORS

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WINDOW

AutoCAD SHX Text

WINDOW

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WINDOW

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DOOR

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DOOR

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DOOR

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DOOR

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SIGN

AutoCAD SHX Text

WINDOW

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

DW

AutoCAD SHX Text

R8-PAYH

AutoCAD SHX Text

R7-STAPBD X2

AutoCAD SHX Text

R8-30MSTX[7]

AutoCAD SHX Text

R8-30MSTX[7]

AutoCAD SHX Text

R8-CLZSTX[10]

AutoCAD SHX Text

R8-PAYH

AutoCAD SHX Text

R3-186

AutoCAD SHX Text

R7-STOPS

AutoCAD SHX Text

TS-5

AutoCAD SHX Text

R8-CLZSTX[10]

AutoCAD SHX Text

R7-STAPBD

AutoCAD SHX Text

R7-STAPBD

AutoCAD SHX Text

BUS ONLY

AutoCAD SHX Text

R8-PAYH

AutoCAD SHX Text

R6-1R

AutoCAD SHX Text

R6-1R

AutoCAD SHX Text

R3-184X

AutoCAD SHX Text

R3-17B

AutoCAD SHX Text

INSTALL

AutoCAD SHX Text

REMOVE

AutoCAD SHX Text

DOOR

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DOORS

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OVERHANG

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BUS SHELTER

AutoCAD SHX Text

WINDOW

AutoCAD SHX Text

WINDOW

AutoCAD SHX Text

WINDOW

AutoCAD SHX Text

WINDOW

AutoCAD SHX Text

WINDOW

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

METRO SIGN

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

R3-7RX[1]

AutoCAD SHX Text


AutoCAD SHX Text

PC

AutoCAD SHX Text

R/W

AutoCAD SHX Text

CO

AutoCAD SHX Text

JOB NO.

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VAULT PLAN NO.

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SHEET

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OF

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SCALE:

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FUND:

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ORDINANCE NO.

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PW NO.

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REVISED AS BUILT

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RECEIVED

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SDOT

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DES.

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REVIEWED:

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INITIALS AND DATE

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CONST.

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PROJ. MGR.

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INITIALS AND DATE

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DESIGNED

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CHECKED

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DRAWN

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CHECKED

AutoCAD SHX Text

20

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

SEATTLE, WASHINGTON

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BY:

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AutoCAD SHX Text

NANCY LOCKE

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REV'D

AutoCAD SHX Text

CHK'D

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MADE

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REVISIONS

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NATURE

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MARK

AutoCAD SHX Text

DATE

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VAULT SERIAL NO.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

29

AutoCAD SHX Text

33

AutoCAD SHX Text

H. 1"=20', V. 1"=10'

AutoCAD SHX Text

790-432

AutoCAD SHX Text

TS6753C

AutoCAD SHX Text

TS6753A

AutoCAD SHX Text

JS

AutoCAD SHX Text

AG

AutoCAD SHX Text

JS

AutoCAD SHX Text

AG

AutoCAD SHX Text

36760

AutoCAD SHX Text

40

AutoCAD SHX Text

20

AutoCAD SHX Text

0

AutoCAD SHX Text

10

AutoCAD SHX Text

20

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

3RD AVE

AutoCAD SHX Text

COLUMBIA ST

AutoCAD SHX Text

SIGNING PLAN

AutoCAD SHX Text

SI2

AutoCAD SHX Text


AutoCAD SHX Text

2ND AVE

AutoCAD SHX Text


AutoCAD SHX Text

8-22-17

AutoCAD SHX Text


AutoCAD SHX Text

29

AutoCAD SHX Text

WA-03-0245

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SHEET NO.

AutoCAD SHX Text


AutoCAD SHX Text

STATE

AutoCAD SHX Text

REGION NO.

AutoCAD SHX Text

WA

AutoCAD SHX Text

10

AutoCAD SHX Text

29

AutoCAD SHX Text

WA-03-0245

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SHEET NO.

AutoCAD SHX Text


AutoCAD SHX Text

STATE

AutoCAD SHX Text

REGION NO.

AutoCAD SHX Text

WA

AutoCAD SHX Text

10

Seattle

*790-432-30*

PW# 2016-113

AutoCAD SHX Text

GARAGE ENTRANCE

AutoCAD SHX Text

GARAGE ENTRANCE

AutoCAD SHX Text

WINDOWS

AutoCAD SHX Text

WINDOW

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WINDOW

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WINDOW

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WINDOW

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GARAGE ENTRANCE

AutoCAD SHX Text

GARAGE ENTRANCE

AutoCAD SHX Text

WINDOW

AutoCAD SHX Text

DOOR

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DOOR

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ROLL-UP DOOR

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ROLL-UP DOOR

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WINDOW

AutoCAD SHX Text

WINDOW

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

GARAGE EXIT

AutoCAD SHX Text

PILLAR

AutoCAD SHX Text

PILLAR

AutoCAD SHX Text

R3-7RX[1]

AutoCAD SHX Text

R3-182X

AutoCAD SHX Text


AutoCAD SHX Text

INSTALL

AutoCAD SHX Text

REMOVE

AutoCAD SHX Text

CONC.

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CONC.

AutoCAD SHX Text

WINDOW

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CHAIN LINK

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

BRICK PARKING LOT

AutoCAD SHX Text

UV

AutoCAD SHX Text

R3-7R

AutoCAD SHX Text

DOORS

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

WINDOW

AutoCAD SHX Text

WINDOW

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

GARAGE ENTRANCE

AutoCAD SHX Text

DOORS

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DOORS

AutoCAD SHX Text

GARAGE ENTRANCE

AutoCAD SHX Text

PLANTER

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PLANTER

AutoCAD SHX Text

CONC. WALL

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OVERHANG

AutoCAD SHX Text

PC

AutoCAD SHX Text

R/W

AutoCAD SHX Text

CO

AutoCAD SHX Text

JOB NO.

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VAULT PLAN NO.

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SHEET

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OF

AutoCAD SHX Text

SCALE:

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FUND:

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ORDINANCE NO.

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PW NO.

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REVISED AS BUILT

AutoCAD SHX Text

RECEIVED

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SDOT

AutoCAD SHX Text

DES.

AutoCAD SHX Text

REVIEWED:

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INITIALS AND DATE

AutoCAD SHX Text

CONST.

AutoCAD SHX Text

PROJ. MGR.

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INITIALS AND DATE

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

20

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

SEATTLE, WASHINGTON

AutoCAD SHX Text

BY:

AutoCAD SHX Text


AutoCAD SHX Text

NANCY LOCKE

AutoCAD SHX Text

REV'D

AutoCAD SHX Text

CHK'D

AutoCAD SHX Text

MADE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NATURE

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DATE

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VAULT SERIAL NO.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

30

AutoCAD SHX Text

33

AutoCAD SHX Text

----

AutoCAD SHX Text

790-432

AutoCAD SHX Text

TS6753C

AutoCAD SHX Text

TS6753A

AutoCAD SHX Text

JS

AutoCAD SHX Text

AG

AutoCAD SHX Text

JS

AutoCAD SHX Text

AG

AutoCAD SHX Text

36760

AutoCAD SHX Text

40

AutoCAD SHX Text

20

AutoCAD SHX Text

0

AutoCAD SHX Text

10

AutoCAD SHX Text

20

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

4TH AVE

AutoCAD SHX Text

COLUMBIA ST

AutoCAD SHX Text

SIGNING PLAN

AutoCAD SHX Text

SI3

AutoCAD SHX Text


AutoCAD SHX Text

5TH AVE

AutoCAD SHX Text

8-22-17

AutoCAD SHX Text


AutoCAD SHX Text

30

AutoCAD SHX Text

WA-03-0245

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text


AutoCAD SHX Text

STATE

AutoCAD SHX Text

REGION NO.

AutoCAD SHX Text

WA

AutoCAD SHX Text

10

AutoCAD SHX Text

30

AutoCAD SHX Text

WA-03-0245

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SHEET NO.

AutoCAD SHX Text


AutoCAD SHX Text

STATE

AutoCAD SHX Text

REGION NO.

AutoCAD SHX Text

WA

AutoCAD SHX Text

10

Seattle

PW# 2016-113

AutoCAD SHX Text

SOLID 4" YELLOW STRIPES WITH 4" SPACE IN BETWEEN STRIPES (PROFILED MMA) DASHED 4" WHITE STRIPE (10' PROFILED MMA WITH 20' SKIP) DASHED 4" WHITE STRIPE (2' PAINT WITH 4' SKIP) DASHED 4" WHITE STRIPE (2' PROFILED MMA WITH 4' SKIP) 4" SOLID WHITE STRIPE (PROFILED MMA) 8" SOLID WITHE STRIPE FOR BARRIER LINE 8" SOLID WHITE STRIPE FOR CROSSWALK, PER STD PLAN 712 24" SOLID WHITE STRIPE FOR STOP BAR LEFT ARROW, PER STD PLAN 720a RIGHT ARROW, PER STD PLAN 720a THROUGH ARROW, PER STD PLAN 720b LEFT AND THROUGH ARROW COMBINATION, PER STD PLAN 720c RIGHT AND THROUGH ARROW COMBINATION, PER STD PLAN 720c "ONLY" LEGEND "BUS" LEGEND "BUS ONLY" RED STRIPING, SEE DETAIL

AutoCAD SHX Text

INSTALL

AutoCAD SHX Text

REMOVE

AutoCAD SHX Text


AutoCAD SHX Text

R2-20

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R1-1

AutoCAD SHX Text

R7-NPL

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R7-WI30

AutoCAD SHX Text

R7-NPR

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W8-1A

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W16-7PL

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W11-155

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W13-15

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W16-9

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W16-7PR

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30 EACH

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36 EACH 1 EACH, 18" x 18"

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36 EACH

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33 EACH

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35 EACH

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15 EACH

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25 EACH

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15 EACH

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7 EACH

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14 EACH

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14 EACH

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W11-8

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1 EACH, OWNER FURNISHED

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W3-1

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34 EACH, TEMPORARY

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W20-901

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34 EACH, TEMPORARY

AutoCAD SHX Text

R7-SCHDAY

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1 EACH

AutoCAD SHX Text

R8-DISABLE

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1 EACH, SALVAGE

AutoCAD SHX Text

R8-LUL

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1 EACH, SALVAGE

AutoCAD SHX Text

R7-NP

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6 EACH

AutoCAD SHX Text

S1-1

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12 EACH

AutoCAD SHX Text

R7-NP

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1 EACH

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R7-EVENT

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2 EACH, SALVAGE

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NOTES

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1. SEE SECTION 8-21.3(1)A1 FOR PAINTING OF R1-1, STOP SIGNS. SEE SECTION 8-21.3(1)A1 FOR PAINTING OF R1-1, STOP SIGNS. 2. SEE SECTION 8-21.3(2)A4 FOR REFLECTIVE POST SLEEVE ON SEE SECTION 8-21.3(2)A4 FOR REFLECTIVE POST SLEEVE ON NEW R1-1, STOP SIGN AND S1-1, SCHOOL CROSSING SIGN POSTS. 3. SEE SECTION 8-21.3(6) FOR TEMPORARY TRAFFIC REVISION SIGNS. SEE SECTION 8-21.3(6) FOR TEMPORARY TRAFFIC REVISION SIGNS. 4. SIGNS NOTED WITH SALVAGE ARE EXISTING SIGNS THAT MAY BE REUSED. SIGNS NOTED WITH SALVAGE ARE EXISTING SIGNS THAT MAY BE REUSED. 5. CONTRACTOR SHALL VERIFY ALL QUANTITIES PRIOR TO PURCHASE.CONTRACTOR SHALL VERIFY ALL QUANTITIES PRIOR TO PURCHASE.

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D3-103X(1)

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8 EACH

AutoCAD SHX Text

R9-3BR

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2 EACH

AutoCAD SHX Text

R9-3BL

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1 EACH

AutoCAD SHX Text

OM-3R

AutoCAD SHX Text

1 EACH

AutoCAD SHX Text

R3-1X[1]

AutoCAD SHX Text

R6-2R

AutoCAD SHX Text

R3-186

AutoCAD SHX Text

R5-101

AutoCAD SHX Text

R3-190

AutoCAD SHX Text

R6-1R

AutoCAD SHX Text

R7-STAPBD

AutoCAD SHX Text

R7-STOPS

AutoCAD SHX Text

R8-CLZSTX[10]

AutoCAD SHX Text

R8-PAYH

AutoCAD SHX Text

R7-BUS

AutoCAD SHX Text

R8-CLZTKX[1]

AutoCAD SHX Text

R8-30MSTX[7]

AutoCAD SHX Text

R6-1L

AutoCAD SHX Text

R3-7RX[1]

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R3-2

AutoCAD SHX Text

L-BUS

AutoCAD SHX Text

L-25T

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L-30T

AutoCAD SHX Text

R7-NP

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R3-182X

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R6-2L

AutoCAD SHX Text

R3-7R

AutoCAD SHX Text

R3-184X

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R3-17B

AutoCAD SHX Text

PC

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R/W

AutoCAD SHX Text

CO

AutoCAD SHX Text

JOB NO.

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VAULT PLAN NO.

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SHEET

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OF

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SCALE:

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FUND:

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ORDINANCE NO.

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PW NO.

AutoCAD SHX Text

REVISED AS BUILT

AutoCAD SHX Text

RECEIVED

AutoCAD SHX Text

SDOT

AutoCAD SHX Text

DES.

AutoCAD SHX Text

REVIEWED:

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INITIALS AND DATE

AutoCAD SHX Text

CONST.

AutoCAD SHX Text

PROJ. MGR.

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INITIALS AND DATE

AutoCAD SHX Text

DESIGNED

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CHECKED

AutoCAD SHX Text

DRAWN

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CHECKED

AutoCAD SHX Text

20

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AutoCAD SHX Text


AutoCAD SHX Text

SEATTLE, WASHINGTON

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BY:

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AutoCAD SHX Text

NANCY LOCKE

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REV'D

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CHK'D

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MADE

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REVISIONS

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NATURE

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MARK

AutoCAD SHX Text

DATE

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VAULT SERIAL NO.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

31

AutoCAD SHX Text

33

AutoCAD SHX Text

----

AutoCAD SHX Text

790-432

AutoCAD SHX Text

TS6753C

AutoCAD SHX Text

TS6753A

AutoCAD SHX Text

JS

AutoCAD SHX Text

AG

AutoCAD SHX Text

JS

AutoCAD SHX Text

AG

AutoCAD SHX Text

36760

AutoCAD SHX Text

CHANNELIZATION AND SIGNING DETAILS

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SI4

AutoCAD SHX Text

8-22-17

AutoCAD SHX Text

31

AutoCAD SHX Text

WA-03-0245

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SHEET NO.

AutoCAD SHX Text


AutoCAD SHX Text

STATE

AutoCAD SHX Text

REGION NO.

AutoCAD SHX Text

WA

AutoCAD SHX Text

10

AutoCAD SHX Text

31

AutoCAD SHX Text

WA-03-0245

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text


AutoCAD SHX Text

STATE

AutoCAD SHX Text

REGION NO.

AutoCAD SHX Text

WA

AutoCAD SHX Text

10

Seattle

*790-432-32*

PW# 2016-113

AutoCAD SHX Text

JERSEY BARRIERS

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CHAIN LINK

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DOOR

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

WINDOW

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

WINDOW

AutoCAD SHX Text

WINDOW

AutoCAD SHX Text

WINDOW

AutoCAD SHX Text

WINDOW

AutoCAD SHX Text

DOOR

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OVERHANG

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DOOR

AutoCAD SHX Text


AutoCAD SHX Text

PED ENTRANCE

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OPEN

AutoCAD SHX Text

OPEN

AutoCAD SHX Text

OPEN

AutoCAD SHX Text

OPEN

AutoCAD SHX Text

OPEN

AutoCAD SHX Text

SIGN

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CONC.

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DOOR

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GARAGE ENTRANCE

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WINDOWS

AutoCAD SHX Text

DOOR

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SIGN

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ATM

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PILLARS

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WINDOWS

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

PARKING STRUCTURE

AutoCAD SHX Text

4-3 " ECD12" ECD

AutoCAD SHX Text

6TCD 1.5'D

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text


AutoCAD SHX Text

DW

AutoCAD SHX Text

DW

AutoCAD SHX Text

DW

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2.2' HI CONC WALL

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GRANITE CURB

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GRANITE CURB

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GRANITE CURB

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N FACE 2.2' HI CONC WALL

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JERSEY BARRIER

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CONC CURB

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GRANITE CURB

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RED CURB

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R6-2L

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R6-2R

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R8-PAYR

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R7-STAPB

AutoCAD SHX Text

2EA

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2EA

AutoCAD SHX Text


AutoCAD SHX Text

DASHED 4" WHITE STRIPE (10' PAINT WITH 20' SKIP) DASHED 4" WHITE STRIPE (2' PAINT WITH 4' SKIP) 4" SOLID WHITE STRIPE FOR APPROACH LINE 6" SOLID WHITE STRIPE FOR BUS LANE LINE 4" SOLID WHITE STRIPE FOR PARKING LANE LINE 8" SOLID THERMO WHITE STRIPE FOR CROSSWALK, PER STD PLAN 712 24" SOLID WHITE STRIPE FOR STOP BAR LEFT ARROW, PER STD PLAN 720a LEFT ARROW, THERMO PER STD PLAN 720a RIGHT ARROW, PER STD PLAN 720a RIGHT ARROW, THERMO PER STD PLAN 720a "ONLY" LEGEND "BUS" LEGEND GREEN BIKE BOX, THERMO, 20'X4' RECTANGLE

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L-5A

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L-8T

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L-8B

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L-20

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INSTALL

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REMOVE

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L-25

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L-30

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L-5C

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L-6A

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L-7

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L-6B

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L-GBT

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L-21T

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L-20T

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L-21

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28TCD & 12ECD

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WM

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SIGNING LEGEND R3-5R [45R CURVE ARROW] ONLY [45R CURVE ARROW] ONLY R3-7RX[1] RIGHT LANE MUST TURN RIGHT EXCEPT BUSES RIGHT LANE MUST TURN RIGHT EXCEPT BUSES R3-182X RESTRICTED RIGHT LANE AHEAD RESTRICTED RIGHT LANE AHEAD R3-187X[1] {1}[BUS] LEFT LANE, BUSES ONLY {1}[BUS] LEFT LANE, BUSES ONLY R5-101 EXCEPT BUSES EXCEPT BUSES R5-133 LOCAL ACCESS ONLY LOCAL ACCESS ONLY R6-1R [LARGE RIGHT ARROW] ONE WAY [LARGE RIGHT ARROW] ONE WAY R6-1L [LARGE LEFT ARROW] ONE WAY [LARGE LEFT ARROW] ONE WAY R7-STAPBD NO STOPS 6-9A 3-7P EXC SAT-SUN-HOL, TAZ NO STOPS 6-9A 3-7P EXC SAT-SUN-HOL, TAZ R7-STOPS NO STOPS TOW-AWAY ZONE Phone 684-5444 NO STOPS TOW-AWAY ZONE Phone 684-5444 R8-LAPSSTX R8-LUPSSTX[9] {9}30 M LOAD & UNLOAD ONLY 8A-10P EVERYDAY PAY @ PS 8AM-6PM MON-SAT, TAZ {9}30 M LOAD & UNLOAD ONLY 8A-10P EVERYDAY PAY @ PS 8AM-6PM MON-SAT, TAZ R8-PAYH [SWOOPING ARROW][Circle P]PAY HERE TO PARK [SWOOPING ARROW][Circle P]PAY HERE TO PARK R8-PAYR6PM [PAY STATION][Circle P]PAY 8A-6P MON-SAT UNLESS OTHERWISE POSTED[RIGHT ARROW] [PAY STATION][Circle P]PAY 8A-6P MON-SAT UNLESS OTHERWISE POSTED[RIGHT ARROW] R8-PAYR8PM [PAY STATION][Circle P]PAY 8A-8P MON-SAT UNLESS OTHERWISE POSTED[RIGHT ARROW] [PAY STATION][Circle P]PAY 8A-8P MON-SAT UNLESS OTHERWISE POSTED[RIGHT ARROW] R8-30PSSTX[1] {1} NO STOPS 4-6P TAZ EXC SAT-SUN-HOL, 30M 9A-4P PAY @ PS EXC SUN-HOL, 3M PLZ {1} NO STOPS 4-6P TAZ EXC SAT-SUN-HOL, 30M 9A-4P PAY @ PS EXC SUN-HOL, 3M PLZ 7-9A 6P-2A EVERYDAY PAY STA PARKING PAY STATIONPARKING PAY STATION

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PC

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R/W

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CO

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JOB NO.

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VAULT PLAN NO.

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SHEET

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OF

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SCALE:

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FUND:

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ORDINANCE NO.

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PW NO.

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REVISED AS BUILT

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RECEIVED

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SDOT

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DES.

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REVIEWED:

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INITIALS AND DATE

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CONST.

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PROJ. MGR.

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INITIALS AND DATE

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DESIGNED

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CHECKED

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DRAWN

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20

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SEATTLE, WASHINGTON

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BY:

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NANCY LOCKE

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REV'D

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CHK'D

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MADE

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32

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33

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1"=20'

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790-432

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TS6753C

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TS6753A

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JS

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AG

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JS

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AG

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36760

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40

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20

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0

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10

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20

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1ST AVE

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COLUMBIA ST

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INTERIM CHANNELIZATION AND SIGNING PLAN

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ICH1

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2ND AVE

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MATCH LINE SEE SHEET ICH2

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POST AVE

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8-22-17

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32

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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32

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

THIRD AVENUE

T HIRD AVENUE

THIRD AVENUE

T HIRD AVENUE

COLUMBI A STREET

COLUMBIASTREET

COLUMBI A STREET

COLUMBIASTREET

Seattle

*790-432-33*

PW# 2016-113

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DASHED 4" WHITE STRIPE (10' PAINT WITH 20' SKIP) DASHED 4" WHITE STRIPE (2' PAINT WITH 4' SKIP) 4" SOLID WHITE STRIPE FOR APPROACH LINE 6" SOLID WHITE STRIPE FOR BUS LANE LINE 4" SOLID WHITE STRIPE FOR PARKING LANE LINE 8" SOLID THERMO WHITE STRIPE FOR CROSSWALK, PER STD PLAN 712 24" SOLID WHITE STRIPE FOR STOP BAR LEFT ARROW, PER STD PLAN 720a LEFT ARROW, THERMO PER STD PLAN 720a RIGHT ARROW, PER STD PLAN 720a RIGHT ARROW, THERMO PER STD PLAN 720a "ONLY" LEGEND "BUS" LEGEND GREEN BIKE BOX, THERMO, 20'X4' RECTANGLE

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L-5A

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L-8T

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L-8B

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L-20

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INSTALL

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REMOVE

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L-25

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L-30

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L-5C

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L-6A

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L-7

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L-6B

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L-GBT

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L-21T

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L-20T

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L-21

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DOOR

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DOORS

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OVERHANG

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BUS SHELTER

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WINDOW

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WINDOW

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WINDOW

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WINDOW

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WINDOW

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DOOR

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METRO SIGN

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WM

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WM

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WM

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DOOR

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DOOR

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DOOR

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BUS SHELTER

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WINDOW

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WINDOW

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WINDOW

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WINDOW

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TRASH CAN

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DOOR

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GARAGE ENTRANCE

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GARAGE EXIT

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SIGN

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WINDOW

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WINDOW

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WINDOW

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DOOR

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ASPHALT

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DOORS

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DOOR

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DOOR

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DOOR

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DOOR

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SIGN

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WINDOW

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5-3 " ECD12" ECD

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24"X12" ED

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WM

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WM

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WM

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WM

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WM

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7'D

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8'D

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8'D

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DW

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SIGNING LEGEND R3-5R [45R CURVE ARROW] ONLY [45R CURVE ARROW] ONLY R3-7RX[1] RIGHT LANE MUST TURN RIGHT EXCEPT BUSES RIGHT LANE MUST TURN RIGHT EXCEPT BUSES R3-182X RESTRICTED RIGHT LANE AHEAD RESTRICTED RIGHT LANE AHEAD R3-187X[1] {1}[BUS] LEFT LANE, BUSES ONLY {1}[BUS] LEFT LANE, BUSES ONLY R5-101 EXCEPT BUSES EXCEPT BUSES R5-133 LOCAL ACCESS ONLY LOCAL ACCESS ONLY R6-1R [LARGE RIGHT ARROW] ONE WAY [LARGE RIGHT ARROW] ONE WAY R6-1L [LARGE LEFT ARROW] ONE WAY [LARGE LEFT ARROW] ONE WAY R7-STAPBD NO STOPS 6-9A 3-7P EXC SAT-SUN-HOL, TAZ NO STOPS 6-9A 3-7P EXC SAT-SUN-HOL, TAZ R7-STOPS NO STOPS TOW-AWAY ZONE Phone 684-5444 NO STOPS TOW-AWAY ZONE Phone 684-5444 R8-LAPSSTX R8-LUPSSTX[9] {9}30 M LOAD & UNLOAD ONLY 8A-10P EVERYDAY PAY @ PS 8AM-6PM MON-SAT, TAZ {9}30 M LOAD & UNLOAD ONLY 8A-10P EVERYDAY PAY @ PS 8AM-6PM MON-SAT, TAZ R8-PAYH [SWOOPING ARROW][Circle P]PAY HERE TO PARK [SWOOPING ARROW][Circle P]PAY HERE TO PARK R8-PAYR6PM [PAY STATION][Circle P]PAY 8A-6P MON-SAT UNLESS OTHERWISE POSTED[RIGHT ARROW] [PAY STATION][Circle P]PAY 8A-6P MON-SAT UNLESS OTHERWISE POSTED[RIGHT ARROW] R8-PAYR8PM [PAY STATION][Circle P]PAY 8A-8P MON-SAT UNLESS OTHERWISE POSTED[RIGHT ARROW] [PAY STATION][Circle P]PAY 8A-8P MON-SAT UNLESS OTHERWISE POSTED[RIGHT ARROW] R8-30PSSTX[1] {1} NO STOPS 4-6P TAZ EXC SAT-SUN-HOL, 30M 9A-4P PAY @ PS EXC SUN-HOL, 3M PLZ {1} NO STOPS 4-6P TAZ EXC SAT-SUN-HOL, 30M 9A-4P PAY @ PS EXC SUN-HOL, 3M PLZ 7-9A 6P-2A EVERYDAY PAY STA PARKING PAY STATIONPARKING PAY STATION

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PC

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R/W

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CO

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JOB NO.

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SHEET

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OF

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SCALE:

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FUND:

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ORDINANCE NO.

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REVISED AS BUILT

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RECEIVED

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SDOT

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DES.

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REVIEWED:

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INITIALS AND DATE

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CONST.

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PROJ. MGR.

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INITIALS AND DATE

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DESIGNED

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CHECKED

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DRAWN

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CHECKED

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20

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SEATTLE, WASHINGTON

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BY:

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NANCY LOCKE

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REV'D

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CHK'D

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MADE

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NATURE

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MARK

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DATE

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VAULT SERIAL NO.

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33

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33

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1"=20'

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790-432

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TS6753C

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TS6753A

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JS

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AG

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JS

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AG

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36760

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40

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20

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0

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10

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20

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3RD AVE

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COLUMBIA ST

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INTERIM CHANNELIZATION AND SIGNING PLAN

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ICH2

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MATCH LINE SEE SEE ICH1CH1

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2ND AVE

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8-22-17

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33

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WA-03-0245

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SHEET NO.

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STATE

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REGION NO.

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WA

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10

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33

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SHEET NO.

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10

Documents

Seattle.gov Home · centerline alignment data. no.lengthdirection start station end station start coord end coord. 1 171.010'n59° 20' 30.60"e0+00.00' 1+71.01'1269848.4639',223581.4286'1269995.5709',223668.6292