KING COUNTY METRO TRANSIT STANDARD DETAILS

KING COUNTY METRO TRANSIT

TRANSIT PASSENGER FACILITIES IMPROVEMENTS

STANDARD DETAILS

THE DETAILS THAT FOLLOW ARE TO SUPPLEMENT THE

REQUIREMENTS IMPOSED BY THE AGENCIES HAVING

JURISDICTION OVER THE AREAS OF WORK INVOLVED IN THIS

CONTRACT. IN CASE OF CONFLICT, THE MOST STRINGENT

REQUIREMENTS SHALL APPLY. IN CASE THAT ONE OR MORE

ELEMENTS OF THE WORK ARE NOT COVERED BY

JURISDICTIONAL REQUIREMENTS, THE REQUIREMENTS

INCLUDED WITH THE DETAILS THAT FOLLOW

SHALL APPLY.

STANDARD METRO DETAILS

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K. CHANG YUEN

A. LAMPA

K. CHANG YUEN

No. REVISION DATEBY APP'D

DESIGNED:

DRAWN:

CHECKED:

CHECKED:

APPROVED:

PROJECT NO:

CONTRACT NO:

METRO TRANSIT CAPITAL DIVISION

DATE:

DRAWING NO:

SHEET NO: OF

METRO

TRANSIT PASSENGER FACILIITES - IMPROVEMENTS

5/2020D. CRIPPEN

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KCMT 2020-2021 STANDARD DETAILS

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GENERAL NOTES,

STRUCTURAL NOTES,

SYMBOL LEGEND & ABBREVIATIONS

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A. LAMPA

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DESIGNED:

DRAWN:

CHECKED:

CHECKED:

APPROVED:

PROJECT NO:

CONTRACT NO:


DATE:

DRAWING NO:

SHEET NO: OF

METRO


5/2020D. CRIPPEN

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DETAILS MAY BE MODIFIED TO FIT EXISTING SITE CONDITIONS. REFER TO NOTES ON PROPOSED SITE PLAN FOR MODIFICATIONS.

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CURB RAMPS SHALL LINE UP WITHIN MARKED CROSSWALK IF NOT SPECIFIED ON PLANS. PROJECT REPRESENTATIVE TO FIELD LOCATE CENTER OF CURB RAMPS PRIOR TO CONSTRUCTION. PROVIDE PROJECT REPRESENTATIVE WITH 48 HOURS NOTICE OF REQUIRING RAMPS TO BE FIELD LOCATED.

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1.

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2.

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SCALE:

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SECTION

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1/2" = 1'-0"

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A

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C101

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DETAIL & SECTION LABELS

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SECTION LETTER OR DETAIL NUMBER

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A

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C101

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SECTIONS

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ELEVATIONS

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3/C307

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DRAWING ON WHICH ELEVATION APPEARS. ___ INDICATES THE DRAWING IS ON THE SAME SHEET.

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SECTION LETTER

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ELEVATION NUMBER

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ABBREVIATIONS

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SYMBOL LEGEND

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TYPICAL ELEVATION, SECTION AND DETAIL NUMBERING CONVENTIONS

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UP

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EXISTING UTILITY POLE

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2.40

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LP

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1.00

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FINISHED ELEVATION

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X

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EXISTING SPOT ELEVATION

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EVERGREEN TREE

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BUSH OR SHRUB

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NEW LIGHT POLE

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DECIDUOUS TREE

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EXISTING LIGHT POLE

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2%

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X

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ROAD PAVEMENT REMOVAL

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C

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L

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CENTER LINE

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NEW CONCRETE PAVEMENT

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DITCH WITH SLOPE AND FLOW INDICATORS

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PROPERTY LINE

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L

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P

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FENCE

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X

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DIRECTION OF DRAINAGE AND SLOPE

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SIGN (EXISTING)

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SIGN (NEW)

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DRAWING ON WHICH SECTION APPEARS. ___ INDICATES THE DRAWING IS ON THE SAME SHEET.

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DRAWING ON WHICH DETAIL APPEARS. ___ INDICATES THE DRAWING IS ON THE SAME SHEET.

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GENERAL NOTES

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STRUCTURAL NOTES

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1

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C101

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DETAILS

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DETAIL NUMBER

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DRAWING ON WHICH DETAIL APPEARS. ___ INDICATES THE DRAWING IS ON THE SAME SHEET.

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ACP @ APPROX APWA AVE CB CLR CO CONC CY DET DWG IE E E.J. EH EXIST EV E.W. FH GA GRS GV HMA HORIZ HT HWY LBS L.F. LP LR MAX MH MIN MIC MON N NC NE N.I.C.

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NO. # O.C. PCCP PL. PP PSI PVC R RD REF R W S SEC SB SW SQ SS STL ST STD STS TOP TP TPD TRH TSP TW TYP VERT W W/ WM W/O WV WWF

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ASPHALT CONCRETE PAVEMENT AT APPROXIMATELY AMERICAN PUBLIC WORKS ASSOCIATION AVENUE CATCH BASIN CLEAR CEAN OUT CONCRETE CUBIC YARD DETAIL DRAWING INVERT ELEVATION EAST EXPANSION JOINT ELECTRIC HANDHOLE EXISTING ELECTRIC VALVE EACH WAY FIRE HYDRANT GUY ANCHOR GALVANIZED RIGID STEEL GAS VALVE HOT MIXED ASPHALT HORIZONTAL HEIGHT HIGHWAY POUNDS LINEAR FOOT LIGHT POLE LITTER RECEPTACLE MAXIMUM MANHOLE MINIMUM MOMUMENT IN CASE SURFACE MONUMENT NORTH NATIONAL COARSE NORTHEAST NOT IN CONTRACT

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NUMBER NUMBER ON CENTER PORTLAND CEMENT CONCRETE PAVEMENT PLACE POWER POLE POUNDS PER SQUARE INCH POLYVINYLCHLORIDE RADIUS ROAD FOR REFERENCE ONLY RIGHT OF WAY SOUTH SECTION SIGN-BUS SIGN SOUTHWEST SQUARE STAINLESS STEEL STEEL STREET STANDARD STREET SIGN TOP OF WALL TOP OF PAD TELEPHONE PEDESTAL TRAFFIC HANDHOLE TRAFFIC SIGNAL POLE TOP OF WALL TYPICAL VERTICAL WEST WITH WATER METER WITH OUT WATER VALVE WELDED WIRE FABRIC

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5.

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4.

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CODES & STANDARDS INTERNATIONAL BUILDING CODE (IBC) 2009 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 (REVISED 2008)

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3.

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2.

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COLUMN MOUNTED LITTER RECEPTACLE

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LR

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LITTER RECEPTACLE

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INDEX TO DRAWINGS

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COVER SHEET GENERAL NOTES, STRUCTURAL NOTES, SYMBOL LEGEND & ABBREVIATIONS FACILITY NOTES RAPIDRIDE SHELTER FOOTING PLANS, SECTIONS AND DETAILS RAPIDRIDE SHELTER FOOTING REBAR LAYOUT DETAILS RAPIDRIDE SHELTER FOOTING REBAR LAYOUT DETAILS F50 SHELTER FOUNDATION PLAN AND DETAILS RAPIDRIDE TECH PYLON AND BLADE MARKER FOOTING AND FOUNDATION DETAILS AND SECTIONS STANDARD SHELTER FOOTING PLANS, SECTIONS AND DETAILS SECTIONS AND DETAILS SIGN FOOTING DETAILS RETAINING WALLS AND OTHER DETAILS COUNTERFORT WALL SECTIONS SECTIONS AND DETAILS SECTIONS AND DETAIL PAVING DETAILS SECTIONS AND DETAILS CURB RAMP CONSTRUCTION DETAILS INTERNAL SOLAR SHELTER LIGHTING ELECTRICAL DETAILS HANDHOLE CONDUIT DETAILS STANDARD SHELTER

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G0.00 G0.01 G0.02 D101 D101A D101B D101C D102 D103 D104 D104A D105 D106 D107 D108 D108A D109 D110 D111 D112

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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%%uDRAWING TITLE%%u

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%%uDRAWING NO.

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%%uSHEET NO.

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ASPHALT PAVEMENT REFER TO TECHNICAL SPECIFICATIONS SECTION 32 12 16 OR 32 12 16 A PORTLAND CEMENT CONCRETE PAVEMENT REFER TO TECHNICAL SPECIFICATIONS SECTION 32 13 13 OR 32 13 13-A CAST-IN-PLACE CONCRETE REFER TO TECHNICAL SPECIFICATIONS SECTION 03 30 00

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BENCH (1' x 4') BLADE MARKER MONUMENT/TBM TECH PYLON W/ OVERHEAD REAL TIME DISPLAY (1.5'x 5' & 1'x 5') BIKE LOOP CONCRETE SHELTER FOOTING WITH DASHED ROOF OVERHANG OUTLINE ELECTRICAL HANDHOLE

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MON

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ABOVE

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REQUIREMENTS FOR REINFORCED CONCRETE REQUIREMENTS FOR REINFORCED CONCRETE AMERICAN CONCRETE INSTITUTE (ACI) 318 (REVISED 2008). f'c = 4000 PSI 4000 PSI fy = 60,000 PSI 60,000 PSI POZZOLANS = 25% MIN. FOUNDATION PRESSURE DATA: FOUNDATION PRESSURE DATA: ALLOWABLE BEARING PRESSURE = 2.0 KSF. FOUNDATION BEARING SURFACE AND REINFORCING STEEL PLACEMENT SHALL BE APPROVED BY THE KING COUNTY PROJECT REPRESENTATIVE PRIOR TO PLACEMENT OF CONCRETE. REINFORCING STEEL GRADE 60 REINFORCING STEEL GRADE 60 a. MINIMUM COVER ON REINFORCING STEEL IN WALLS: MINIMUM COVER ON REINFORCING STEEL IN WALLS: EXPOSED TO EARTH - 2" EXPOSED TO WEATHER - 1 " (#5 & SMALLER) 12" (#5 & SMALLER) b. SLABS ON GRADE, AND FOUNDATIONS: SLABS ON GRADE, AND FOUNDATIONS: EXPOSED TO EARTH - 3" EXPOSED TO WEATHER - 3" (#5 & SMALLER) DETAILING OF REINFORCING STEEL DETAILING OF REINFORCING STEEL DETAILING OF REINFORCING STEEL DETAIL IN ACCORDANCE WITH ACI 318-08. a. SUBMIT REINFORCING STEEL DETAILS FOR APPROVAL PRIOR TO FABRICATION AND SUBMIT REINFORCING STEEL DETAILS FOR APPROVAL PRIOR TO FABRICATION AND PLACEMENT. b. SUBMIT SHOP FABRICATION DRAWINGS ON ALL PRECAST CONCRETE TO KING COUNTY SUBMIT SHOP FABRICATION DRAWINGS ON ALL PRECAST CONCRETE TO KING COUNTY PROJECT REPRESENTATIVE FOR APPROVAL PRIOR TO FABRICATION. DESIGN LOADING DESIGN LOADING DESIGN LOADING ROOF SNOW LOAD = 25 PSI BASIC WIND SPEED = 85 MPH WIND EXPOSURE B SEISMIC DESIGN CATEGORY D SEISMIC SITE CLASS D CONDUIT CONDUIT CONDUIT UNDERGROUND ELECTRICAL OR COMMUNICATION CONDUIT SHALL BE PVC SCHEDULE 80, 1" DIAMETER MINIMUM UNLESS STATED OTHERWISE. CONDUITS UNDER PAVEMENT AND WITHIN FURNITURE FOUNDATIONS SHALL BE RIGID GALVANIZED STEEL PIPES. STRUCTURAL FILLS REFER TO TECHNICAL SPECIFICATIONS SECTION 31 00 00

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FACILITY NOTES

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K. CHANG YUEN

G. CAREY

K. CHANG YUENKnow what's below.before you dig.Call

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D55925 ERE E

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DESIGNED:

DRAWN:

CHECKED:

CHECKED:

APPROVED:

PROJECT NO:

CONTRACT NO:


DATE:

DRAWING NO:

SHEET NO: OF

METRO


5/2020D. CRIPPEN

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- 20


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APPLICABILITY THE REQUIREMENTS IN THESE NOTES, AS WELL AS IN THE CONTRACT SPECIFICATIONS, SUPPLEMENT THE REQUIREMENTS OF THE AGENCY OR AGENCIES HAVING JURISDICTION OVER THE WORK IN THIS CONTRACT. IN CASE OF CONFLICT, THE MOST STRINGENT REQUIREMENTS SHALL APPLY. IN CASE THAT ONE OR MORE ELEMENTS OF THE WORK ARE NOT COVERED BY REQUIREMENTS OF AN AGENCY, OR AGENCIES, THE REQUIREMENTS IN THESE NOTES SHALL APPLY. GENERAL NOTES 1. ALL WORK METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND THE ALL WORK METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND THE LATEST EDITION OF THE SPECIFICATIONS AND THE APPLICABLE DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS FROM THE AGENCY HAVING JURISDICTION OVER THE SITES OF WORK. 2. CONTACT EACH AGENCY'S PUBLIC WORKS DEPARTMENT AND SCHEDULE AND ATTEND A PRECONSTRUCTION CONTACT EACH AGENCY'S PUBLIC WORKS DEPARTMENT AND SCHEDULE AND ATTEND A PRECONSTRUCTION MEETING AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION. ATTENDANTS TO INCLUDE EACH AGENCY'S APPOINTED REPRESENTATIVE(S) AND THE PROJECT REPRESENTATIVE. 3. ASSUME FULL RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS ASSUME FULL RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 4. MAINTAIN THE FOLLOWING THROUGHOUT THE EXECUTION OF THIS PROJECT, AND AT A LOCATION KNOWN AND MAINTAIN THE FOLLOWING THROUGHOUT THE EXECUTION OF THIS PROJECT, AND AT A LOCATION KNOWN AND ACCEPTABLE TO THE PROJECT REPRESENTATIVE AND THE JURISDICTIONAL REPRESENTATIVES ASSIGNED TO THE PROJECT: A. ALL APPLICABLE PERMITS, AND CONDITIONS THEREIN. ALL APPLICABLE PERMITS, AND CONDITIONS THEREIN. B. THE APPROVED PLANS. THE APPROVED PLANS. C. A CURRENT COPY OF THE DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS FROM A CURRENT COPY OF THE DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS FROM EACH AGENCY HAVING JURISDICTION OVER THE SITES OF WORK. D. TRAFFIC CONTROL AND STREET MAINTENANCE PLANS APPROVED BY THE AGENCY OR AGENCIES HAVING TRAFFIC CONTROL AND STREET MAINTENANCE PLANS APPROVED BY THE AGENCY OR AGENCIES HAVING JURISDICTION OVER THE SITES OF WORK. E. A CURRENT SET OF RECORD (AS CONSTRUCTED) DRAWINGS. A CURRENT SET OF RECORD (AS CONSTRUCTED) DRAWINGS. F. COPIES OF THE HEALTH, SAFETY AND ACCIDENT PREVENTION PLANS. COPIES OF THE HEALTH, SAFETY AND ACCIDENT PREVENTION PLANS. 5. WORK SHALL CONFORM TO THE APPROVED DRAWINGS AND THE CONTRACT SPECIFICATIONS. CHANGES TO THESE WORK SHALL CONFORM TO THE APPROVED DRAWINGS AND THE CONTRACT SPECIFICATIONS. CHANGES TO THESE DOCUMENTS REQUIRE PRE-APPROVAL FROM THE PROJECT REPRESENTATIVE AND THE AGENCY HAVING JURISDICTION OVER THE SITES OF WORK. 6. PROVIDE THE PROJECT REPRESENTATIVE WITH A SET OF RECORD DRAWINGS THAT MEET THE CONTRACT PROVIDE THE PROJECT REPRESENTATIVE WITH A SET OF RECORD DRAWINGS THAT MEET THE CONTRACT REQUIREMENTS PRIOR TO THE PROJECT FINAL APPROVAL. 7. PRIOR TO CONSTRUCTION OF METRO FOOTINGS AND FACILITIES, PLEASE CONTACT METRO INSPECTORS AND PRIOR TO CONSTRUCTION OF METRO FOOTINGS AND FACILITIES, PLEASE CONTACT METRO INSPECTORS AND CONSTRUCTION AT [email protected] OR BY PHONE AT 206-263-2381. PLEASE NOTE THAT METRO REQUIRES NOTICE OF AT LEAST THREE WEEKS IN ADVANCE TO SCHEDULE AN INSPECTION. ALL METRO FOOTINGS MUST BE INSPECTED AND APPROVED BY METRO INSPECTORS BEFORE ANY CONCRETE IS POURED. WORK SCHEDULE NOTES 2. DAYS AND HOURS OF WORK SHALL CONFORM TO THE CONDITIONS IN THE PERMITS ISSUED BY THE AGENCY DAYS AND HOURS OF WORK SHALL CONFORM TO THE CONDITIONS IN THE PERMITS ISSUED BY THE AGENCY HAVING JURISDICTIONS OVER SITES OF WORK. EROSION CONTROL NOTES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES SHOWN ON THE APPROVED PLANS ARE THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES SHOWN ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM ESC MUST BE CONSTRUCTED AND IN BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM ESC MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. THESE ESC MEASURES, INCLUDING PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL CONSTRUCTION IS COMPLETED AT EACH SITE OF WORK AND PERMANENT SOILS STABILIZATION HAS BEEN ACHIEVED. 3. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 4. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. 5. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. UTILITY NOTES 1. NOT ALL UNDERGROUND UTILITIES ARE NECESSARILY SHOWN ON THE DRAWINGS. CALL 811 "CALL BEFORE YOU NOT ALL UNDERGROUND UTILITIES ARE NECESSARILY SHOWN ON THE DRAWINGS. CALL 811 "CALL BEFORE YOU DIG" FOR UNDERGROUND UTILITY FIELD LOCATION 48 HOURS PRIOR TO BEGINNING WORK AT EACH SITE. 2. FIBER OPTIC CABLES ARE BURIED WITHIN MOST OF THE SITES OF WORK. EXERCISE EXTREME CARE TO AVOID FIBER OPTIC CABLES ARE BURIED WITHIN MOST OF THE SITES OF WORK. EXERCISE EXTREME CARE TO AVOID DAMAGE TO THESE CABLES. REPAIR OR REPLACE THEM, AS DIRECTED BY THE PROJECT REPRESENTATIVE AND TO THE SATISFACTION OF THEIR OWNER(S), IF DAMAGED AS A RESULT OF THE WORK UNDER THIS CONTRACT. 3. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. TRENCHING THAT MAY AFFECT TREE ROOTS SHALL BE DONE UNDER THE SUPERVISION OF AN ARBORIST APPROVED BY THE AGENCY HAVING JURISDICTION OVER THE SITE WORK. 4. ADJUST TO NEW GRADE ALL MANHOLES, CATCH BASINS, BOXES AND HAND HOLES. ADJUST TO NEW GRADE ALL MANHOLES, CATCH BASINS, BOXES AND HAND HOLES. WORK IN RIGHT-OF-WAY AND WITHIN PRIVATE PROPERTY EASEMENTS 1. WHEN THE WORK SITE IS UNATTENDED, INSTALL A SIGN WITH MINIMUM TWO-INCH LETTERS STATING PERMITTEE WHEN THE WORK SITE IS UNATTENDED, INSTALL A SIGN WITH MINIMUM TWO-INCH LETTERS STATING PERMITTEE OR COMPANY NAME, AND DAY AND EVENING PHONE NUMBERS. 2. INSTALL BARRICADES, SIGNS, WARNING LIGHTS, AND SAFETY DEVICES SUFFICIENT TO NOTIFY PUBLIC OF INSTALL BARRICADES, SIGNS, WARNING LIGHTS, AND SAFETY DEVICES SUFFICIENT TO NOTIFY PUBLIC OF OBSTRUCTIONS OR TRAFFIC HAZARDS. DEVICES MUST REMAIN UNTIL THE OBSTRUCTIONS OR TRAFFIC HAZARDS ARE CLEARED. 3. MAINTAIN ACCESS TO FIRE STATIONS, FIRE HYDRANTS, FIRE ESCAPES, AND FIRE FIGHTING EQUIPMENT. MAINTAIN ACCESS TO FIRE STATIONS, FIRE HYDRANTS, FIRE ESCAPES, AND FIRE FIGHTING EQUIPMENT. 4. MAINTAIN ACCESS TO PROPERTY AND BUSINESSES ADJOINING THE SITES OF WORK. FURNISH, INSTALL AND MAINTAIN ACCESS TO PROPERTY AND BUSINESSES ADJOINING THE SITES OF WORK. FURNISH, INSTALL AND MAINTAIN TEMPORARY "BUSINESSES ARE OPEN" SIGNS AT LOCATION DESIGNATED BY THE PROJECT REPRESENTATIVE. REMOVE UPON COMPLETION OF WORK. 5. PRESERVE AND PROTECT ALL PROPERTIES ADJOINING THE SITES OF WORK. PRESERVE AND PROTECT ALL PROPERTIES ADJOINING THE SITES OF WORK. 6. RESTORE AREAS DISTURBED BY THE WORK TO ORIGINAL OR BETTER CONDITION. REPAIR OR REPLACE DAMAGED RESTORE AREAS DISTURBED BY THE WORK TO ORIGINAL OR BETTER CONDITION. REPAIR OR REPLACE DAMAGED ITEMS AS DIRECTED BY AND TO THE SATISFACTION OF THE PROJECT REPRESENTATIVE. 7. DO NOT DISTURB SURVEY MONUMENTS AND MARKERS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE CITY DO NOT DISTURB SURVEY MONUMENTS AND MARKERS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE CITY HAVING JURISDICTION AND FROM THE PROJECT REPRESENTATIVE. REPLACEMENT OR RESETTING OF DISTURBED MONUMENTS AND MARKERS SHALL BE BY A WASHINGTON STATE LICENSED LAND SURVEYOR. 8. INSTALL TEMPORARY ADA-COMPLIANT SIDEWALK OR CURB RAMPS IF PERMANENT RAMPS OR ADA PATHS ARE INSTALL TEMPORARY ADA-COMPLIANT SIDEWALK OR CURB RAMPS IF PERMANENT RAMPS OR ADA PATHS ARE BLOCKED. IF IT WERE INFEASIBLE TO PROVIDE TEMPORARY SIDEWALK/RAMPS, PROVIDE APPROPRIATE ACCESS DETOURS, WITH THE CORRESPONDING SIGNAGE AND AT LOCATIONS APPROVED BY THE PROJECT REPRESENTATIVE. 9. COVER OPEN EXCAVATION WITH NON-SKID STEEL PLATES RAMPED TO ELEVATION OF CONTIGUOUS SURFACES. COVER OPEN EXCAVATION WITH NON-SKID STEEL PLATES RAMPED TO ELEVATION OF CONTIGUOUS SURFACES. 10. MATERIAL STOCKPILING AT THE SITES OF WORK SHALL BE MAINTAINED TO A MINIMUM AND ONLY AS APPROVED MATERIAL STOCKPILING AT THE SITES OF WORK SHALL BE MAINTAINED TO A MINIMUM AND ONLY AS APPROVED BY CITY INSPECTORS, AFFECTED PROPERTY OWNERS AND THE PROJECT REPRESENTATIVE. MATERIALS SHALL BE STORED AS NECESSARY TO PROTECT THE PUBLIC. 11. WHERE TRAFFIC LANES AND SIDEWALK CLOSURES ARE REQUIRED, IMPLEMENT THEM AS NECESSARY TO MINIMIZE WHERE TRAFFIC LANES AND SIDEWALK CLOSURES ARE REQUIRED, IMPLEMENT THEM AS NECESSARY TO MINIMIZE PUBLIC IMPACT AND IN STRICT CONFORMANCE WITH THE CORRESPONDING, AGENCY-APPROVED, TRAFFIC AGENCY-APPROVED, TRAFFIC -APPROVED, TRAFFIC CONTROL PLANS. 12. UNLESS INDICATED OTHERWISE IN THE CONDITIONS OF THE CORRESPONDING PERMITS, COMPLETE CONCRETE UNLESS INDICATED OTHERWISE IN THE CONDITIONS OF THE CORRESPONDING PERMITS, COMPLETE CONCRETE AND OTHER SURFACING OR RESURFACING WORK UNDER THE FOLLOWING SCHEDULE: A. IN PRINCIPAL ARTERIALS AND MAJOR COLLECTOR STREETS: WITHIN 3 CALENDAR DAYS. IN PRINCIPAL ARTERIALS AND MAJOR COLLECTOR STREETS: WITHIN 3 CALENDAR DAYS. B. IN OTHER STREETS: WITHIN 7 CALENDAR DAYS. IN OTHER STREETS: WITHIN 7 CALENDAR DAYS. DEMOLITION NOTES 1. CALL 811 "CALL BEFORE YOU DIG" FOR LOCATING UNDERGROUND UTILITIES AT LEAST 48 HOURS PRIOR TO CALL 811 "CALL BEFORE YOU DIG" FOR LOCATING UNDERGROUND UTILITIES AT LEAST 48 HOURS PRIOR TO BEGINNING SITE WORK. 2. AT LEAST FIVE (5) WORKING DAYS PRIOR TO MOBILIZATION AND CLOSING OF ANY BUS STOP, CONTACT METRO AT LEAST FIVE (5) WORKING DAYS PRIOR TO MOBILIZATION AND CLOSING OF ANY BUS STOP, CONTACT METRO TRANSIT CONSTRUCTION COORDINATOR AT (206) 477-1140 TO COORDINATE POSTING RIDER ALERT ABOUT BUS STOP CLOSURE AND ESTABLISHMENT OF INTERIM BUS ZONES. 3. WHEN ENCOUNTERING CONSTRUCTION SITES WITH EXISTING TRANSIT FURNITURE SUCH AS SHELTERS, PEDESTRIAN WHEN ENCOUNTERING CONSTRUCTION SITES WITH EXISTING TRANSIT FURNITURE SUCH AS SHELTERS, PEDESTRIAN LIGHT POST AND LUMINARIES, BENCHES, LITTER RECEPTACLES AND BUS STOP SIGNS AND POSTS EXIST, CALL MATT RAWSON (206-263-5681) OF TRANSIT SOUTH FACILITIES AT LEAST 72 HOURS PRIOR TO MOBILIZATION SO THEY CAN HAVE THE FURNITURE AND FIXTURES REMOVED AND SALVAGED TO METRO TRANSIT. 4. AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION AT A SITE OF WORK, CONTACT DOUG AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION AT A SITE OF WORK, CONTACT DOUG MUSSELMAN-BROWN OF SEATTLE TIMES AT (206) 423-4384 OR EMAIL [email protected] TO HAVE NEWSPAPER BOXES REMOVED FROM THE SITE. 5. REMOVE DEMOLITION DEBRIS FROM THE WORK SITES AT THE END OF EACH DAY AND DISPOSE OF IT AT REMOVE DEMOLITION DEBRIS FROM THE WORK SITES AT THE END OF EACH DAY AND DISPOSE OF IT AT LEGALLY APPROVED SITES. 6. UNLESS OTHERWISE SPECIFIED ON THE SITE PLANS, EXISTING PEDESTRIAN LIGHT POLE FOUNDATIONS UNLESS OTHERWISE SPECIFIED ON THE SITE PLANS, EXISTING PEDESTRIAN LIGHT POLE FOUNDATIONS DESIGNATED TO BE REMOVED SHALL BE TAKEN OUT ENTIRELY. ELECTRICAL CONNECTORS SHALL BE REMOVED FROM THE CONDUITS FROM HAND-HOLE TO THE EXISTING FOUNDATION. IF THE CONDUIT IS EXPOSED, REMOVE IT FROM FOUNDATION TO THE HANDHOLE, OTHERWISE CAP OR PLUG AND ABANDON IN PLACE. PLUG CONDUIT HOLE AT HAND-HOLE.IF SPECIFIED ON THE SITE PLANS FOR AN ELECTRICAL HANDHOLE TO BE REMOVED, DE-ENERGIZE AND REMOVE ELECTRICAL CONDUCTORS ALL THE WAY TO THE SOURCE, ABANDON THE CONDUIT IN PLACE AND CAP ITS ENDS WITH EPOXY. THEN, REMOVE THE HANDHOLE AND RESTORE SITE TO MATCH EXISTING. 7. SAWCUT PAVEMENT TO BE REMOVED TO STRAIGHT VERTICAL LINES. SIDEWALK PANELS SHALL BE REMOVED TO SAWCUT PAVEMENT TO BE REMOVED TO STRAIGHT VERTICAL LINES. SIDEWALK PANELS SHALL BE REMOVED TO THE NEAREST SCORE-LINES OR CONSTRUCTION JOINTS. FIELD-VERIFY LOCATION OF SCORE-LINES AND CONSTRUCTION JOINTS. SITE RESTORATION NOTES 1. UNLESS SPECIFIED OTHERWISE, RESTORE SITE TO MATCH EXISTING CONDITIONS WHERE FOUNDATIONS OF UNLESS SPECIFIED OTHERWISE, RESTORE SITE TO MATCH EXISTING CONDITIONS WHERE FOUNDATIONS OF SHELTERS, PEDESTRIAN LIGHT POSTS AND OTHER SITE FURNITURE ARE REMOVED. FILL EXCAVATED AREAS WITH STRUCTURAL FILL AND COMPACT TO 95 PERCENT OF PROCTOR DENSITY. RESTORATION WORK SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO LAWN BY SODDING; SURFACING WITH MATCHING BEAUTY BARKS; AND SIDEWALK/PATHWAY REPAIRS THAT MATCH EXISTING MATERIALS, COLOR, AND TEXTURE. 2. REFER TO CORRESPONDING ELECTRICAL SITE PLANS FOR ELECTRICAL WORK, INCLUDING CONDUIT RUNS, POWER REFER TO CORRESPONDING ELECTRICAL SITE PLANS FOR ELECTRICAL WORK, INCLUDING CONDUIT RUNS, POWER PEDESTAL FOUNDATION AND DETAILS; CONDUIT ENTRY POINTS AT SHELTER/TECH PYLON FOUNDATIONS, AND PEDESTRIAN LEVEL LUMINARIES; AND CONNECTION POINTS TO POWER SOURCE. RESTORE TO MATCH EXISTING ASPHALT PAVEMENT, LANDSCAPED AREAS, AND CONCRETE SIDEWALK OVER TRENCHES EXCAVATED FOR ELECTRICAL WORK. 3. PRIOR TO WORKING ON EXISTING SPRINKLER IRRIGATION SYSTEMS, TEST IN THE PRESENCE OF THE PROJECT PRIOR TO WORKING ON EXISTING SPRINKLER IRRIGATION SYSTEMS, TEST IN THE PRESENCE OF THE PROJECT REPRESENTATIVE AND RECORD THE SYSTEM CONDITION. UPON COMPLETION OF THE CONTRACT WORK, TEST AGAIN TO SATISFY THE PROJECT REPRESENTATIVE THAT THE CONDITION OF THE SYSTEM MEETS THE REQUIREMENT OF THIS CONTRACT. 4. FOOTINGS SHALL BE PLACED TO ENSURE THE SHELTER IS A MINIMUM THREE FEET FROM FACE OF CURB TO FOOTINGS SHALL BE PLACED TO ENSURE THE SHELTER IS A MINIMUM THREE FEET FROM FACE OF CURB TO MINIMUM THREE FEET FROM FACE OF CURB TO TO THE VERTICAL STRUCTURE; WHICH INCLUDES CANTILEVER OVERHANG AND EDGE OF THE SHELTER IF PLACED REVERSE TO CURB. NEW SITE FURNITURE/FIXTURE NOTES 1. BENCHES, LITTER RECEPTACLES AND BIKE LOOPS: METRO TRANSIT WILL FURNISH, TRANSPORT AND INSTALL BENCHES, LITTER RECEPTACLES AND BIKE LOOPS: METRO TRANSIT WILL FURNISH, TRANSPORT AND INSTALL THE SITE FURNITURE AT EACH BUS ZONE. 2. PEDESTRIAN LIGHT POLES AND LUMINARIES: CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL FOUNDATIONS PEDESTRIAN LIGHT POLES AND LUMINARIES: CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL FOUNDATIONS FOR PEDESTRIAN LIGHT POLES AND LUMINARIES. TASKS SHALL INCLUDE PROVIDING AND INSTALLING J-BOLTS, CONDUITS, GROUNDING RODS, REBARS, AND OTHER MATERIALS FOR THE FOUNDATIONS. OBTAIN LIGHT POLE BASE BOLT CIRCLE PRIOR TO SETTING FOUNDATIONS. UNLESS STATED OTHERWISE ON THE ELECTRICAL SITE PLANS, METRO TRANSIT WILL SUPPLY PEDESTRIAN LIGHT POLES AND LUMINARIES. CONTRACTOR SHALL PICK UP AND TRANSPORT THE LIGHTING HARDWARE FROM METRO SOUTH FACILITIES TO EACH PROJECT SITE. METRO'S SOUTH FACILITIES IS LOCATED AT 11911 EAST MARGINAL WAY S, BUILDING C, TUKWILA, WASHINGTON 98168. CONTACT MATT RAWSON AT (206) 263-5681 AT LEAST 72 HOURS IN ADVANCE. CONTRACTOR SHALL PROVIDE ALL HARDWARE AND CONDUCTORS REQUIRED TO CONNECT AND THE PEDESTRIAN LUMINARIES TO THE POWER PEDESTAL OR OTHER POWER SOURCE AS SHOWN ON ELECTRICAL PLANS AND TO MAKE THE LUMINARIES FUNCTIONAL. 3. BUS SHELTERS, RAPIDRIDE TECHNOLOGY PYLONS, AND BLADE MARKERS: METRO TRANSIT WILL PROVIDE, BUS SHELTERS, RAPIDRIDE TECHNOLOGY PYLONS, AND BLADE MARKERS: METRO TRANSIT WILL PROVIDE, TRANSPORT, AND INSTALL THE FIXTURES/FURNITURE UPON COMPLETION OF THE SITE WORK, INCLUDING THE POWER CONNECTION FROM THE FOUNDATIONS TO THE FIXTURES/FURNITURE. CONTRACTOR SHALL PROVIDE CONDUITS AND PULL CONDUCTORS BETWEEN POWER SOURCE AND THEFOUNDATIONS. 4. BUS SIGNS, UNLESS OTHERWISE SPECIFICALLY INDICATED ON THE DRAWINGS, METRO TRANSIT WILL FURNISH AND BUS SIGNS, UNLESS OTHERWISE SPECIFICALLY INDICATED ON THE DRAWINGS, METRO TRANSIT WILL FURNISH AND INSTALL BUS SIGNS AT THE ZONES. 5. OTHER FURNITURE AND HARDWARE NOT MENTIONED IN THIS LIST: FURNISH AND INSTALL OTHER OTHER FURNITURE AND HARDWARE NOT MENTIONED IN THIS LIST: FURNISH AND INSTALL OTHER FURNITURE/HARDWARE NOT LISTED BUT SHOWN ON THE DRAWINGS.

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%%UMETRO PASSENGER FACILITY IMPROVEMENT NOTES

RAPIDRIDE SHELTER

FOOTING PLAN, SECTIONS AND DETAILS

D101

4

K. CHANG YUEN

G. CAREY

K. CHANG YUEN


DESIGNED:

DRAWN:

CHECKED:

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PROJECT NO:

CONTRACT NO:


DATE:

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SHEET NO: OF

METRO


5/2020D. CRIPPEN

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FOOTING SECTION

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1. INSTALL A PK NAIL AT THIS CORNER IF SHELTER FOOTING IS INTERGRATED INTO OTHER INSTALL A PK NAIL AT THIS CORNER IF SHELTER FOOTING IS INTERGRATED INTO OTHER CONCRETE SURFACES. DIMENSIONS "A", "B" AND "C" ARE OFFSET FROM THIS POINT OF REFERENCE. SEE DRAWINGS D101A AND D101B FOR REBAR LAYOUT DETAILS. 2. PROVIDE MAX 2% SLOPE TOWARDS STREET TO ASSURE PROPER DRAINAGE OF SURFACE PROVIDE MAX 2% SLOPE TOWARDS STREET TO ASSURE PROPER DRAINAGE OF SURFACE WATER UNLESS DIFFERENT SLOPE IS SPECIFIED ON SITE PLAN. 3 CONTRACTOR SHALL COORDINATE WORK WITH RELATED WORK INCLUDING ELECTRICAL. CONTRACTOR SHALL COORDINATE WORK WITH RELATED WORK INCLUDING ELECTRICAL. 4 VERIFY AND LOCATE ALL EXISTING UTILITIES PRIOR TO STARTING WORK; CONDUCT VERIFY AND LOCATE ALL EXISTING UTILITIES PRIOR TO STARTING WORK; CONDUCT OPERATIONS IN A MANNER WHICH ENSURES THAT THE UTILITIES WILL NOT BE DISTURBED OR ENDANGERED, AND ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE TO UTILITIES DURING CONSTRUCTION. METRO DOES NOT ASSUME RESPONSIBILITY FOR REIMBURSEMENT, PARTICIPATION IN DESIGN AND/OR REVISIONS, OR LIABILITY FOR ACCURACY OF TYPE, SIZE, AND LOCATION OF ANY UTILITY. 5 COORDINATE THE REQUIREMENTS FOR LOCATION, PROTECTION, AND/OR RELOCATION OF COORDINATE THE REQUIREMENTS FOR LOCATION, PROTECTION, AND/OR RELOCATION OF UTILITIES WITH THE UTILITY OWNER PRIOR TO STARTING WORK. 6 ISOLATION JOINT BETWEEN FOOTING AND ADJACENT SIDEWALK OR IMPROVEMENTS SEE DETAIL 3 THIS SHEET. 7 ELECTRICAL CONDUIT LOCATION. SEE D111 FOR DETAILS. D111 FOR DETAILS. FOR DETAILS. 8 SHELTER FOOTING REAR ANCHOR BY OTHERS. SEE DETAIL 2 FOR MINIMUM EDGE DISTANCE FROM BACK OF FOOTING. 9 ANCHOR ROD (4 TYP, BY OTHERS). 1"ɸ S. S. THREADED ROD. ɸ S. S. THREADED ROD. S. S. THREADED ROD. 8 1/4" MIN EMBED. EPOXY WITH HILTI HIT-HY 150 ADHESIVE, WITH 6" MIN EDGE DISTANCE. FOLLOW HILTI INSTALLATION INSTRUCTIONS. 10 FOR INTERIM INSTALLATION OF A STANDARD SHELTER FRAME ON A RAPIDRIDE FOOTING, ALSO INSTALL AN ELECTRICAL CONDUIT AT THIS LOCATION. (REAR RIGHT SHELTER LEG.) 11 SEE GROUNDING ELECTRODE INSTALLATION DETAILS ON SHEET D111 FOR SHELTERS D111 FOR SHELTERS FOR SHELTERS TO RECEIVE SOLAR LIGHTS. IF FOOTING IS DESIGNATED FOR BOTH INTERIM STANDARD SHELTER AND FUTURE RAPIDRIDE SHELTER, TERMINATE EACH END OF THE GROUNDING ELECTRODE AT EACH SHELTER LEG LOCATION.

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SEE NOTE 2

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EXISTING SIDEWALK

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3" MIN COVER

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3" MIN COVER

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EXISTING SIDEWALK

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FULL DEPTH X 3/4" JOINT MATERIAL SEE NOTE 6 (TYP)

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(SEE FOOTING DIMENSION CHART THIS SHEET)

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GENERAL NOTES

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ROADWAY SIDE

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8 "12"

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12"x12"x 1 " PLATE 1 " PLATE 12" PLATE PLATE FOR RAPIDRIDE SHELTERS

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EDGE OF FOOTING

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C

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L

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NOTE 6 TYPICAL ALL EDGES

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NOTE 8

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NOTE 7 & 11

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"F"

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SHELTER BEARING SHOE

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RAPIDRIDE SHELTER FOOTING DIMENSIONS

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LENGTH

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'L' (MIN)

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WIDTH

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'W' (MIN)

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THICKNESS

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'T' (MIN)

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9'-8"

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4'-4"

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15'-0"

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8'-0"

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CONCRETE

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(CY)

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REBAR

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(LBS)

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2

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7

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190

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532

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RR-10

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RR-15

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20'-0"

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5'-0"

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RR-20

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6

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451

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3'-10 3/4"

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SHELTER FRAMES

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B

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8"

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10 3/4"

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E

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10 3/4"

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10 3/4"

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8"

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14"

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18"

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18"

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(SEE NOTE 10)

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* "D" INCREASES IF "L" IS LARGER THAN STANDARD DIMENSION.

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POINT OF REFERENCE (NOTE 1)

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ISOLATION JOINT DETAIL

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12"

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NEW OR EXISTING STRUCTURE OR PAVEMENT

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± 116"

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PREMOLDED EXPANSION JOINT FILLER, FULL DEPTH

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POURED JOINT SEALER

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12" BACKING ROD

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NEW PCCP

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F

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#5 @ 12" MAX EACH WAY TOP AND BOTTOM SPACE REBAR TO MISS FUTURE ANCHOR RODS (SEE D101A AND D101B)

RAPIDRIDE SHELTER FOOTING

REBAR LAYOUT DETAILS

D101A

5

K. CHANG YUEN

G. CAREY

K. CHANG YUEN


DESIGNED:

DRAWN:

CHECKED:

CHECKED:

APPROVED:

PROJECT NO:

CONTRACT NO:


DATE:

DRAWING NO:

SHEET NO: OF

METRO


5/2020D. CRIPPEN

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RAPIDRIDE RR-10 SHELTER FOOTING

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RAPIDRIDE RR-10 SHELTER FOOTING (RR124/RR125/RR126) REINFORCEMENT LAYOUT DETAILS

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RAPIDRIDE RR-15 SHELTER FOOTING (FOR RR206/RR208/RR208B)

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6#5@11"O.C.

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6#5@11 "316"

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5#5

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2#5

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TIE #4 VERTICAL EPOXY COATED BAR AT OUTSIDE CORNERS OF THE BOXED AREA WITH HORIZONTAL BARS TO SECURE WINDOWS IN PLACE. EMBED VERTICAL REBARS @ 6" INTO GROUND (TYP)

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REBAR BLOCKOUTS FOR SHELTER ANCHOR BOLTS

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CONSTRUCTION NOTES

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1. JOINT PER DET 3/D101 TO ISOLATE EDGES FROM 3/D101 TO ISOLATE EDGES FROM TO ISOLATE EDGES FROM PAVEMENT, SIDEWALKS, OR OTHER STRUCTURES. 2. #4 VERTICAL EPOXY-COATED BARS 6" EMBEDMENT INTO SOIL FOR RESTRAINT (TYP). 3. POINT OF REFERENCE, (SEE NOTE 1/D101). 1/D101). ). 4. 20" LONG #5 REBAR @ 6" OFFSET FROM THE ADJACENT 20" LONG #5 REBAR @ 6" OFFSET FROM THE ADJACENT REBAR. BOTH TOP & BOTTOM LAYERS.

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RAPIDRIDE SHELTER FOOTING

REBAR LAYOUT DETAILS

D101B

6

K. CHANG YUEN

G. CAREY

K. CHANG YUEN


DESIGNED:

DRAWN:

CHECKED:

CHECKED:

APPROVED:

PROJECT NO:

CONTRACT NO:


DATE:

DRAWING NO:

SHEET NO: OF

METRO


5/2020D. CRIPPEN

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RAPIDRIDE RR-20 SHELTER FOOTING (FOR RR206/RR208/RR208B/F22)

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RAPIDRIDE RR-20 SHELTER FOOTING (FOR F-22)

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5#5

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16"

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10#5@12" O.C.

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16"

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11"

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12"

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9"

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11"

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12"

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12"

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5#5

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12"

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12"

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3" MIN. COVER

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3" MIN. COVER

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3" MIN. COVER

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3" MIN. COVER

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NO REBARS AT LOCATIONS OF FUTURE SHELTER LEGS (TYPICAL)

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NONE

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CONSTRUCTION NOTES

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1. JOINT PER DET 3/D101 TO ISOLATE EDGES FROM 3/D101 TO ISOLATE EDGES FROM TO ISOLATE EDGES FROM PAVEMENT, SIDEWALKS, OR OTHER STRUCTURES. 2. #4 VERTICAL EPOXY-COATED BARS 6" EMBEDMENT INTO SOIL FOR RESTRAINT (TYP). 3. POINT OF REFERENCE, (SEE NOTE 1/D101). 1/D101). ). 4. 20" LONG #5 REBAR @ 6" OFFSET FROM THE ADJACENT 20" LONG #5 REBAR @ 6" OFFSET FROM THE ADJACENT REBAR. BOTH TOP & BOTTOM LAYERS.

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REINFORCE FOOTING FLUSH WITH SIDEWALK

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#5 E.W. BOTTOM @ 12"

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SECTION A

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NONE

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A

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F50 SHELTER LEG/BEARING SHOE (N.I.C.)

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18"X18"X4" BLOCKOUT. SEE F-50 SHELTER INSTALLATION NOTES THIS SHEET.

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%%uF50 SHELTER FOOTING

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%%uBLOCKOUTS FOR SHELTER BEARING SHOES

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DETAIL

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KEEP REBAR @ 3" FROM EDGE

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SEE DETAIL 5A.

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CL OF CONDUIT AND GROUNDING ROD.

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%%uSHELTER SHOE BEARING PLATE LOCATION (N.I.C)

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DETAIL

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5A

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18"X18"X4" BLOCKOUT

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SHELTER SHOE BEARING PLATE 12"X12" (N.I.C.)

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1. F50 SHELTER FRAME SHALL BE INSTALLED AT SITE WITH F50 SHELTER FRAME SHALL BE INSTALLED AT SITE WITH LONGITUDINAL SLOPE NOT MORE THAN 5% 2. KEEP THE BEARING SHOE BLOCKOUTS IN-PLACE AFTER KEEP THE BEARING SHOE BLOCKOUTS IN-PLACE AFTER FOOTING CONSTRUCTION UNTIL SHELTER IS TO BE INSTALLED. 3. UPON COMPLETION OF SHELTER INSTALLATION FILL THE UPON COMPLETION OF SHELTER INSTALLATION FILL THE BEARING SHOE BLOCKOUTS IMMEDIATELY TO FLUSH WITH ADJACENT SURFACE. SEE SECTION A THIS SHEET.

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F50 SHELTER INSTALLATION NOTES

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1

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EMBED " DIA S.S. THREADED ROD AT 34" DIA S.S. THREADED ROD AT LEAST 6-3/4" INTO FOOTING. USE HILTI HIT-RE-500 EPOXY. TYPICAL FOR FOUR. 1 " THICK OWEN CORNING INSULATION 12" THICK OWEN CORNING INSULATION BOARD. BORE HOLES TO ACCOMMODATE ANCHOR BOLTS AND NUTS. WRAP BOTTOM 4" OF BEARING SHOE WITH 3M BLACK VINYL TAPES PRIOR TO APPLYING TOPPING COURSE. APPLY APPROX. 1 " THICK 14" THICK FIBER-REINFORCED CEMENT, FLUSH WITH SHELTER FOOTING. (INDUSTRIAL PRODUCT: PROFLEX 1FR-INDUSTRIAL FLOOR REPAIR.)

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F50 BEARING SHOE INSTALLATION NOTES (N.I.C.)

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RAPIDRIDE TECH PYLON

AND BLADE MARKER FOOTING

AND FOUNDATION DETAILS AND SECTIONS

D102

8

K. CHANG YUEN

G. CAREY

K. CHANG YUEN


DESIGNED:

DRAWN:

CHECKED:

CHECKED:

APPROVED:

PROJECT NO:

CONTRACT NO:


DATE:

DRAWING NO:

SHEET NO: OF

METRO


5/2020D. CRIPPEN

-

- 20


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2 "12"

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1 "12"

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1 "12"

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1 "12"

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1 "12"

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TECH PYLON MOUNTING PLATE (BY OTHERS, SHOWN FOR REFERENCE)

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CONCRETE

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6" HIGH STEM WALL (CHAMFER AND LEVEL (TYP)

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SEE NOTES 1-6

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CONDUIT

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TOP LAYER @ STEM WALL

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#5 REBARS (BOTH TOP & BOTTOM LAYERS)

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#4 REBARS

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B

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SECTION

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FLUSH WITH ADJACENT FLAT SURFACE

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LEVEL

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#4 REBARS

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#5 @ 12" MAX EACH WAY BOTH TOP AND BOTTOM SEE PLAN VIEW FOR LAYOUT DETAILS.

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TO POWER SOURCE

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12" CHAMFER

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ISOLATION JOINT SEE DETAIL 3/D101 (TYP 4 SIDES)

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1" GRS (PLUGGED UNTILPYLON READY FOR INSTALLATION)

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8

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5

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(TYP 8 PLACES)

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1

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16 1/4" (TYP)

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3'-6"

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(TYP)

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3" MIN COVER (TYP)

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#5 @ 12" MAX. E.W. TOP & BOTTOM SPACE REBAR TO MISS FUTURE THREADED ROD SEE PLAN

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1" THREADED EPOXYANCHOR BOLTS (BY OTHERS)

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FLUSH WITH ADJACENT SURFACE

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BLADE MARKER FOUNDATION RR-4 DETAIL

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2

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9

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2'-0"

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4"

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#4 SPIRAL HOOP WITH 6" PITCH - ONE COMPLETE TURN AT TOP AND BOTTOM

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4"

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FINISHED GROUND LINE

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2 "CLEAR12"CLEAR

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8-#5 BAR (TYP)

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EVENLY SPACED

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5'-0"

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(MIN)

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(MIN)

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9

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CONSTRUCTION NOTES

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1. UNLESS OTHERWISE STATED ON SITE PLANS. TECH UNLESS OTHERWISE STATED ON SITE PLANS. TECH PYLON FOOTING AND CURB (STEM WALL) SHALL BE POURED MONOLITHICALLY, SEE SECTION B. FOOTING SHALL BE FLUSH WITH ADJACENT SIDEWALK OR SITE IMPROVEMENT. STEM WALL (CURB) SHALL BE LEVEL 2. IF STEM WALL (CURB) IS CONSTRUCTED IF STEM WALL (CURB) IS CONSTRUCTED SEPARATELY FROM THE FOOTING, ROUGHEN THE FOOTING SURFACE OVER THE AREA OF CONTACT WITH THE WALL, CLEAN IT THOROUGHLY AND COAT IT WITH AN EPOXY BONDING AGENT PRIOR TO PLACING THE CONCRETE FOR THE STEM WALL. 3. ALL NEW CONDUIT INSTALLED UNDERGROUND ALL NEW CONDUIT INSTALLED UNDERGROUND SHALL HAVE A MINIMUM COVER OF 24 INCHES. 4. PLACE 6 INCH WIDE MAGNATEK WARNING TAPE, OR PLACE 6 INCH WIDE MAGNATEK WARNING TAPE, OR APPROVED EQUAL, 12 INCHES BELOW GRADE OVER ALL CONDUIT RUNS. 5. STUB UP THE CONDUIT AS INDICATED WITH A STUB UP THE CONDUIT AS INDICATED WITH A COUPLING INSTALLED ON THE STUBBED UP END WITH THE TOP OF THE COUPLING FLUSH WITH FINISHED SURFACE. A THREADED MALE PLUG SHALL BE INSTALLED IN THE TOP OF THE COUPLING AT THE TIME OF THE FOOTING/STEM WALL PLACEMENT. WRAP PLUG, COUPLING AND TOP 2 INCHES OF CONDUIT WITH DUCT TAPE PRIOR TO POURING CONCRETE 6. EPOXY ALL JOINTS TO ENSURE WATER CANNOT EPOXY ALL JOINTS TO ENSURE WATER CANNOT ENTER THE CONDUIT THROUGH THE CONNECTION. DO NOT EPOXY THE PLUG. 7. 1" ɸ GALVANIZED A36 THREADED ROD. 24" LONG 1" ɸ GALVANIZED A36 THREADED ROD. 24" LONG GALVANIZED A36 THREADED ROD. 24" LONG A36 THREADED ROD. 24" LONG WITH 3" ABOVE FINISHED GRADE OF STEM WALL. USE TEMPLATE TO ENSURE ANCHORING RODS ARE SET PRECISELY AND PLUMB. IF STEM WALL IS CONSTRUCTED SEPARATELY FROM PYLON FOUNDATION, DRILL 1 " HOLE (8 TYP). SECURE IN 18" HOLE (8 TYP). SECURE IN PLACE WITH NON-SHRINK EPOXY 1" S.S.THREADED ROD (TYP) OR 1" F1554 GR 36ANCHOR ROD. MIN. EMBED INTO UNDERLYING FOUNDATION AT LEAST 1'-3". SECURE TWO TRAFFIC CONES ON STEM WALL TO PREVENT TRIPPING HAZARD. FASTEN EACH CONE WITH TWO WASHERS AND NUTS ON ANCHOR RODS UNTIL PYLON IS INSTALLED BY OTHERS. 9. JOINT PER DET 3/D101 TO ISOLATE EDGES FROM 3/D101 TO ISOLATE EDGES FROM TO ISOLATE EDGES FROM PAVEMENT, SIDEWALKS, OR OTHER STRUCTURES.

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TECH PYLON FOOTING RR-5 REBAR LAYOUT DETAIL

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B

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SECTION

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B

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BLADE MARKER FOUNDATION RR-4 DETAIL

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C

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ALTERNATIVE BLADE MARKER FOUNDATION RR-2 DETAIL

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8.

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C

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9

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STANDARD SHELTER

FOOTING PLANS, SECTIONS

AND DETAILS

D103

9

K. CHANG YUEN

G. CAREY

K. CHANG YUEN


DESIGNED:

DRAWN:

CHECKED:

CHECKED:

APPROVED:

PROJECT NO:

CONTRACT NO:


DATE:

DRAWING NO:

SHEET NO: OF

METRO


5/2020D. CRIPPEN

-

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C

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"T/2"

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2% MAX.

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WARP

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D108

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B

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D108

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A

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A

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8'-0"

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1/4" CONCRETE SCORE LINE (TYP)

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5'-0"

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A

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%%UGENERAL NOTES:

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FOOTING DIMENSIONS

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B21

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B22

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B11

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B12

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B13

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FOOTING TYPE

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PER PLAN

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PER PLAN

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PER PLAN

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PER PLAN

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PER PLAN

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SHELTER FRAME TYPE

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LENGTH 'A'

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WIDTH 'B'

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SLAB THICKNESS 'T'

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9'-8"

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18'-0"

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12'-8"

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9'-8"

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18'-0"

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7'-0"

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9'-8"

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4'-4"

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4'-4"

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7'-0"

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14"

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7 1/2"

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14"

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7 1/2"

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7 1/2"

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4'-4"

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4'-4"

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6'-4"

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6'-4"

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F11

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F21

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F31 OR F51

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F12

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B31

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B31

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B32

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B31

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9'-0"

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9'-0"

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17'-4"

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9'-0"

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7 1/2"

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14"

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14"

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7 1/2"

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6'-4"

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4'-4"

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4'-4"

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F13

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F14

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F22 OR F52

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F32

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B32

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B32

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B32

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B32

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12'-0"

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17'-4"

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17'-4"

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17'-4"

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A

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14"

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7 1/2"

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14"

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WHEN USING B-32 FOOTING WITH DOUBLE FRAMES, USE A LONGER BEARING SHOE TO SUPPORT THE FRONT MIDDLE LEG (BY METRO).

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" " INDICATES AREAS FOR FUTURE SHELTER LEGS. AVOID PLACING REINFORCEMENT IN THESE AREAS.

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FOR SITES WITH SLOPES LESS THAN 0.5% IN 'A' DIMENSION, INCREASE DIMENSION AT MIDDLE OF FOOTING BY 1" TO ASSURE PROPER DRAINAGE OF SURFACE WATER.

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2.

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3.

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LONGITUDINAL

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SECTION

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NONE

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A

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REQUIRED AT SOME SITES (NOTE 2)

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#5 REBARS @ 12" O.C. EACH WAY, FOR 14" THICK SLAB #4 REBARS @ 16" O.C. EACH WAY, FOR 7 1/2" THICK SLAB

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CONCRETE SCORE LINE

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NONE

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B12 FOOTING DETAIL

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B30 SERIES FOOTING DETAIL

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"T"

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3'-8" FOR F20 FRAMES. 2'-8" FOR F50 AND F30 FRAMES. SAME AS "B" FOR OTHER FRAMES

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JOINT PER DET 3/D101 TO ISOLATE EDGES FROM 3/D101 TO ISOLATE EDGES FROM TO ISOLATE EDGES FROM PAVEMENT, SIDEWALKS, OR OTHER STRUCTURES.

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B11 FOOTING DETAIL

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NONE

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2

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PLACE FOOTING LEVEL WITH PAVED SURFACES (NOTE 3)

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GRADE NON-PAVED SURFACES TO 3" BELOW BACK AND SIDES TO KEEP SOILS AWAY FROM FOOTING

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4" SQUARE SHELTER LEG

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UFER GROUNDING PER D111 STUBUP LOCATION FOR B-SERIES FOOTING, EXCEPT FOR THE B30 SERIES FOOTINGS

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STEM WALL

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4" SQUARE SHELTER LEG

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UFER GROUNDING PER D111 STUBUP LOCATION FOR B30 SERIES FOOTING

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%%U(EXCEPT B30 SERIES)

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SEE DET D111 FOR CONDUIT AND GROUNDING WIRE.

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5.

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FOOTINGS SHALL BE PLACED TO ENSURE THE SHELTER IS A MINIMUM THREE FEET FROM FACE OF CURB TO THE VERTICAL STRUCTURE; WHICH INCLUDES THE CANTILEVER OVERHANG AND EDGE OF THE SHELTER IF PLACED REVERSE TO CURB.

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DESIGNED:

DRAWN:

CHECKED:

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PROJECT NO:

CONTRACT NO:


DATE:

DRAWING NO:

SHEET NO: OF

METRO


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14" MIN

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2'-0" MIN REBAR EMBEDMENT

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2'-0" MIN.

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REBAR EMBEDMENT 2'-0"

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3" MIN

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CLEAR

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EXISTING CURB

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2

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FOOTING EXTENSION

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FOOTING WIDTH

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ISOLATION JOINT PER DET 3/D1013/D101

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FINISHED GROUND PROFILE BEHIND WALL

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%%UWALL- SIDEWALK

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GENERAL NOTES

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CONSTRUCTION NOTES

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1. DRAIN PIPE NOT REQUIRED FOR WALLS 3 FEET HIGH OR LESS. SEE SITE DRAIN PIPE NOT REQUIRED FOR WALLS 3 FEET HIGH OR LESS. SEE SITE PLANS FOR DAYLIGHTING DETAILS. 2. TOP OF WALLS TO MATCH THE LONGITUDINAL SLOPE OF FOOTINGS AND SIDEWALK. TOP OF WALLS TO MATCH THE LONGITUDINAL SLOPE OF FOOTINGS AND SIDEWALK. 3. 1. TOP OF WALL 3” ABOVE FINISHED GRADE. TOP OF WALL 3” ABOVE FINISHED GRADE. ABOVE FINISHED GRADE. 2. RESTORE SURFACE TO ORIGINAL OR BETTER CONDITION. RESTORE SURFACE TO ORIGINAL OR BETTER CONDITION. 3. 3/4" CHAMFER FOR ALL EXPOSED EDGES. 3/4" CHAMFER FOR ALL EXPOSED EDGES. 4. 4” - 6” QUARRY SPALLS 4” - 6” QUARRY SPALLS - 6” QUARRY SPALLS QUARRY SPALLS 5. UNDISTURBED SOIL UNDISTURBED SOIL 6. UNDISTURBED SOIL OR COMPACTED NATIVE SOIL OR STRUCTURAL FILL IF NEEDED. UNDISTURBED SOIL OR COMPACTED NATIVE SOIL OR STRUCTURAL FILL IF NEEDED. 7. FILTER FABRIC AND DRAIN PIPE FOR WALLS HIGHER THAN 3'-0” FILTER FABRIC AND DRAIN PIPE FOR WALLS HIGHER THAN 3'-0” 8. 1” MINUS WASHED ROCK 1” MINUS WASHED ROCK MINUS WASHED ROCK 9. 4” SCH 40 PERFORATED PVC PIPE FOR WALLS HIGHER THAN 3'-0” 4” SCH 40 PERFORATED PVC PIPE FOR WALLS HIGHER THAN 3'-0” SCH 40 PERFORATED PVC PIPE FOR WALLS HIGHER THAN 3'-0” 10. # 4 @ 12” OC E.W. WITH 2” COVER. SEE 4/D106 FOR REBARS AT WALL CORNERS # 4 @ 12” OC E.W. WITH 2” COVER. SEE 4/D106 FOR REBARS AT WALL CORNERS OC E.W. WITH 2” COVER. SEE 4/D106 FOR REBARS AT WALL CORNERS COVER. SEE 4/D106 FOR REBARS AT WALL CORNERS 4/D106 FOR REBARS AT WALL CORNERS FOR REBARS AT WALL CORNERS 11. # 4 @ 12” OC WITH 3” COVER # 4 @ 12” OC WITH 3” COVER OC WITH 3” COVER COVER 12. SEE SITE PLAN AND DWG D101 OR D103 FOR SHELTER FOOTING DETAILS. SEE SITE PLAN AND DWG D101 OR D103 FOR SHELTER FOOTING DETAILS. D101 OR D103 FOR SHELTER FOOTING DETAILS. FOR SHELTER FOOTING DETAILS. 12 3/4" FROM BACK OF WALL TO CENTERLINE OF ELECTRICAL CONDUIT. 13. IF WALL/FOOTING NOT CONSTRUCTED MONOLITHICALLY, ROUGHEN TOP SURFACE IF WALL/FOOTING NOT CONSTRUCTED MONOLITHICALLY, ROUGHEN TOP SURFACE OF SLAB UNDER WALL, CLEAN AND COAT WITH CONCRETE EPOXY BONDING COMPOUND OR PROVIDE A 1” DEEP BY 4” WIDE CONTINUOUS KEYWAY. DEEP BY 4” WIDE CONTINUOUS KEYWAY. WIDE CONTINUOUS KEYWAY. 14. NEW SIDEWALK OR SIDEWALK EXTENSION PER CITY STANDARD DETAIL BEYOND THE NEW SIDEWALK OR SIDEWALK EXTENSION PER CITY STANDARD DETAIL BEYOND THE THICKENED EDGE SHOWN. 15. SEE DETAIL 1 FOR SIDEWALK OR 2 FOR SHELTER FOOTING SEE DETAIL 1 FOR SIDEWALK OR 2 FOR SHELTER FOOTING 16. FINISHED GROUND PROFILE BEHIND WING WALL FINISHED GROUND PROFILE BEHIND WING WALL 17. STRUCTURAL FILL COMPACTED TO 90% OF PROCTOR STRUCTURAL FILL COMPACTED TO 90% OF PROCTOR 18. REINFORCEMENT BARS CONTINUOUS BETWEEN WALL OR CURB AND FOOTING OR SIDEWALK. REINFORCEMENT BARS CONTINUOUS BETWEEN WALL OR CURB AND FOOTING OR SIDEWALK. DOWELLING THE WALL OR CURB TO THE FOOTING SHALL NOT BE ACCEPTABLE. 19. TAPER SIDEWALL TO EDGE OF FOOTING OR SIDEWALK EXTENSION. TAPER SIDEWALL TO EDGE OF FOOTING OR SIDEWALK EXTENSION. 20. BACK EDGE OF FILL WALL BACK EDGE OF FILL WALL 21. TYPICAL 12” X 12” RAPIDRIDE SHELTER REAR LEG SHOE PLATE (BY OTHERS). TYPICAL 12” X 12” RAPIDRIDE SHELTER REAR LEG SHOE PLATE (BY OTHERS). X 12” RAPIDRIDE SHELTER REAR LEG SHOE PLATE (BY OTHERS). RAPIDRIDE SHELTER REAR LEG SHOE PLATE (BY OTHERS). PLACE REBARS TO AVOID INTERFERENCE WITH ANCHOR BOLTS. SEE DETAILS ON SHEET D101A & D101B. D101A & D101B. . 22. TYPICAL HANDRAIL POST BASE PLATE. PLACE FOOTING REBARS TO AVOID TYPICAL HANDRAIL POST BASE PLATE. PLACE FOOTING REBARS TO AVOID INTERFERENCE WITH ANCHORS. SEE DET 3/D107 FOR BOLT PATTERN. 3/D107 FOR BOLT PATTERN. FOR BOLT PATTERN. 23. 2” CLEARANCE AT EITHER SIDE OF SHELTER REAR LEG SHOE PLATE 2” CLEARANCE AT EITHER SIDE OF SHELTER REAR LEG SHOE PLATE CLEARANCE AT EITHER SIDE OF SHELTER REAR LEG SHOE PLATE 24. 8'-4 1/2" FOR SHELTERS RR-125 AND RR-126, 14'-0 1/2" FOR LARGE SHELTERS. 8'-4 1/2" FOR SHELTERS RR-125 AND RR-126, 14'-0 1/2" FOR LARGE SHELTERS. 25. NOT USED NOT USED 26. 5% SLOPE OR MORE 5% SLOPE OR MORE 27. REINFORCEMENT SAME AS FOOTING, # 5 @ 12” MAX E.W. PLACE AS NECESSARY TO REINFORCEMENT SAME AS FOOTING, # 5 @ 12” MAX E.W. PLACE AS NECESSARY TO MAX E.W. PLACE AS NECESSARY TO AVOID INTERFERENCE WITH SHOE PLATE ANCHORS. SEE DET 1/D101 FOR BOLT 1/D101 FOR BOLT FOR BOLT PATTERN. 28. IF THE WALL OR CURB IS NOT CONSTRUCTED MONOLITHICALLY, CONSTRUCT THE FOOTING IF THE WALL OR CURB IS NOT CONSTRUCTED MONOLITHICALLY, CONSTRUCT THE FOOTING OR SIDEWALK SLAB WITH THE REINFORCEMENT BARS FOR THE WALL OR CURB IN PLACE, THEN ROUGHEN THE FOOTING OR SIDEWALK SURFACE AND CLEAN AND COAT WITH CONCRETE EPOXY BONDING AGENT PRIOR TO PLACING THE WALL OR CURB. DOWELLING THE WALL OR CURB TO THE FOOTING OR SIDEWALK SHALL NOT BE ACCEPTABLE. 29. DIMENSIONS VARY. SEE ZONE PLAN FOR FOOTING TYPE AND EXTENSION LENGTH AND DIMENSIONS VARY. SEE ZONE PLAN FOR FOOTING TYPE AND EXTENSION LENGTH AND DWG D101 OR D103 FOR OTHER FOOTING DETAILS.D101 OR D103 FOR OTHER FOOTING DETAILS. FOR OTHER FOOTING DETAILS.

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%%uRETAINING WALL WITH WING WALL

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%%uFOR COMBINATION FOOTINGS, FOUNDATIONS OR SIDEWALKS

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FOR SIDEWALK ALL ELEMENTS OF CONSTRUCTION TO BE PER DET. 1, FOR FOOTINGS OR FOUNDATIONS PER DET. 2

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(TYP.)

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ELECTRICAL CONDUIT

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JOINT PER DET 3/D101 TO ISOLATE SHELTER FOOTING EDGES FROM 3/D101 TO ISOLATE SHELTER FOOTING EDGES FROM TO ISOLATE SHELTER FOOTING EDGES FROM PAVEMENT, SIDEWALKS, OR OTHER STRUCTURES.

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SIGN FOOTING DETAILS

D104A

11

K. CHANG YUEN

G. CAREY

K. CHANG YUEN


DESIGNED:

DRAWN:

CHECKED:

CHECKED:

APPROVED:

PROJECT NO:

CONTRACT NO:


DATE:

DRAWING NO:

SHEET NO: OF

METRO


5/2020D. CRIPPEN

-

- 20


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CONSTRUCTION NOTES

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1. TOP OF CONCRETE FOOTING FLUSH WITH EXISTING FINISHED GRADE ALL AROUND. TOP OF CONCRETE FOOTING FLUSH WITH EXISTING FINISHED GRADE ALL AROUND. 2. JOINT PER 3/D101 TO ISOLATE ALL EDGES FROM PAVEMENT, SIDEWALKS, AND JOINT PER 3/D101 TO ISOLATE ALL EDGES FROM PAVEMENT, SIDEWALKS, AND 3/D101 TO ISOLATE ALL EDGES FROM PAVEMENT, SIDEWALKS, AND TO ISOLATE ALL EDGES FROM PAVEMENT, SIDEWALKS, AND OTHER STRUCTURES. OTHER STRUCTURES. 3. BASE PLATE, ANCHOR BOLTS AND SIGN INSTALLATION (BY OTHERS). BASE PLATE, ANCHOR BOLTS AND SIGN INSTALLATION (BY OTHERS). 4. 3/4" S.S. THREADED ROD, TYP. 4" MIN EMBED, (6) PER SIGN. USE HILTI-HIT-RE 3/4" S.S. THREADED ROD, TYP. 4" MIN EMBED, (6) PER SIGN. USE HILTI-HIT-RE 500-SD TO EPOXY ANCHORS IN PLACE. PROVIDE LEVELING NUTS AND NON-METALLIC 500-SD TO EPOXY ANCHORS IN PLACE. PROVIDE LEVELING NUTS AND NON-METALLIC NON-SHRINK GROUT TO SET SIGN PLUMB AND LEVEL (BY OTHERS). NON-SHRINK GROUT TO SET SIGN PLUMB AND LEVEL (BY OTHERS). 5. SEE SITE PLAN FOR FOOTING DIMENSIONS AND TYPE. SEE SITE PLAN FOR FOOTING DIMENSIONS AND TYPE. 6. SEE SITE PLAN FOR SIGN TYPE AND PLATE INSTALLATION DETAILS. SEE SITE PLAN FOR SIGN TYPE AND PLATE INSTALLATION DETAILS. 7. EXISTING PAVERS AND SIDEWALK STRUCTURE. SEE SITE PLAN FOR DETAILS EXISTING PAVERS AND SIDEWALK STRUCTURE. SEE SITE PLAN FOR DETAILS AND PAVERS REMOVAL AND REINSTALLATION INSTRUCTIONS. 8. UNLESS SHOWN OTHERWIISE IN THE SITE PLAN, T=9" FOR TYPE III FOOTING AND 7" FOR UNLESS SHOWN OTHERWIISE IN THE SITE PLAN, T=9" FOR TYPE III FOOTING AND 7" FOR TYPE II FOOTING.

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#4@ 12" O.C. E.W.

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(7) #5 EQUALLY SPACED AROUND PERIMETER

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3" (TYP)

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D1

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PAVERS NOT SHOWN FOR CLARITY

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PLAN VIEW

RETAINING WALLS AND

OTHER DETAILS

D105

12

K. CHANG YUEN

G. CAREY

K. CHANG YUEN


DESIGNED:

DRAWN:

CHECKED:

CHECKED:

APPROVED:

PROJECT NO:

CONTRACT NO:


DATE:

DRAWING NO:

SHEET NO: OF

METRO


5/2020D. CRIPPEN

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#4 L 2'-6" x 2'-6" @ 12" O.C. ALIGNED W/VERT. REINF.

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(2) #5 CONT. @ TOP OF WALL

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8" THICK CONC. RETAINING WALL

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(4) #4 BARS CONT.

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#4 HORIZ. @ 8" O.C.

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#4 VERT. @ 12" O.C.

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#4L 2'-6" x 2'-6" @ 12" O.C.

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2 x 4 KEY

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STRUCTURAL FILL

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%%UCOUNTERFORT WALL

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BAR C

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CLR.

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SEE SITE PLAN AND DWGS D101 OR D103 D101 OR D103 FOR FOOTING DETAILS

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#5 HORIZ. @ 16" O.C.

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#4 CONT

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3 #4 CONT. @ TOP

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SIDEWALL

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VARIES

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2% MAX.

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#4 REBAR @12" O.C. EW (TYP TO SIDEWALLS) ALTERNATE BARS

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#4 REBAR @12" O.C. E.W. (TYP TO SIDEWALLS) ALTERNATE BARS

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HANDRAIL & SHELTER LEG SEE DET 6/D1046/D104

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COMBINED OVER 2' HIGH

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%%UFILL WALL-FOOTING/FOUNDATION

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LENGTH 2'-0"

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SEE SITE PLAN FOR LOCATION OF CONDUIT

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LENGTH 2'-0"

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SEE SITE PLAN FOR LOCATION OF CONDUIT

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EXISTING SIDEWALK

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USE THICKENED EDGE FOR FOOTING DEPTH OF 2' OR LESS

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18" MIN

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WWF 4x4-6/6 FOR LANDING PAD

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5" MIN. OVER CROWN OF CULVERT

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5" MIN FOR LANDING PAD

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CONSTRUCTION NOTES 1. JOINT PER DET 3/D101 TO ISOLATE EDGES FROM 3/D101 TO ISOLATE EDGES FROM TO ISOLATE EDGES FROM PAVEMENT, SIDEWALKS, OR OTHER STRUCTURES. 2. 4" PERFORATED PIPE, SEE PLANS FOR DAYLIGHTING REQUIREMENTS.3. 1" MINUS WASHED ROCK. 4. FILTER FABRIC 5. 4" TO 6" QUARRY SPALLS.

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4" TO

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%%167 BAR

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%%167

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2" CLR

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4" TO VERT BAR

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4" TO VERT BAR

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#5 HORIZ. @ 12" O.C.

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#5 VERT. @ 8" O.C.

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FILTER FABRIC

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1" MINUS WASHED ROCK

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2 x 4 KEY

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4" CONC SLAB W/#4 BARS @ 12" O.C. EACH WAY @ § SLAB

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(7) #4 CONT. @ BOTTOM

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#5 @ 8"O.C.

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#4 CONT

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3 #4 CONT. @ TOP

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#4 @ 16" O.C.

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4" PERFORATED PVC PIPE DAYLIGHT TO PAVEMENT TO DRAIN, TYP.

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4"-6" QUARRY SPALLS

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STRUCTURAL FILL

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#4 L 2'-6" x 2'-6" @ 12" O.C. ALIGNED W/VERT. REINF.

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8" THICK CONC. RETAINING WALL

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FILTER FABRIC

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(4) #4 BARS CONT.

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4" THICK CONC SLAB W/ #4 BARS @ 12" O.C. EACH WAY, @ OF SLAB

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#4 HORIZ. @ 8" O.C.

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#4 VERT. @ 12" O.C.

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#4 L 2'-6" x 2'-6" @ 12" O.C.

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2 x 4 KEY

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STRUCTURAL FILL

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4"-6" QUARRY SPALLS

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4" PERFORATED PVC PIPE DAYLIGHT TO PAVEMENT TO DRAIN, TYP.

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1" MINUS WASHED ROCK

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2" x 4" KEY

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#4 HORIZ. L 3'-6" x 3'-6" @8" O.C. REDUCE SPACING TO 4" O.C. FOR WALLS OVER 12'-0" IN LENGTH

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VERT. REINFORCING (SEE WALL SECTION FOR SIZE AND SPACING)

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HORIZ. REINFORCING PER WALL SECTION

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%%167

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%%167

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#5 HORIZ. L 3'-6" x 3'-6" @ 8" O.C. REDUCE SPACING TO 4" O.C. FOR WALLS OVER 12'-0" IN LENGTH

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VERT. REINFORCING (SEE WALL SECTION FOR SIZE AND SPACING)

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HORIZ. REINFORCING PER WALL SECTION

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COARSE AGGREGATE DRAIN MATERIAL (SEE TYP. WALL SECTION)

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SCALE:

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%%uTYPICAL COUNTERFORT WALL TYPE I ELEVATION

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DETAIL

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15"

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VARIES

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1

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3

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2%

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6" MIN

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# 4 REBAR (ALTERNATE)

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STRUCTURAL FILL

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COMPACTED SUBGRADE

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TAPERED SIDEWALL TO FRONT EDGE OF CONCRETE FOOTING

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SIDE CURB (BOTH SIDES) AS REQUIRED. TAPER ENDS

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1

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3

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6" MIN

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STRUCTURAL FILL AS NEEDED

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COMPACTED SUBGRADE

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SIDE CURB(S) AS REQ'D., TAPER ENDS. SEE SECTIONS FOR REBAR DETAILS

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GALVANIZED RAILING 1 1/2" POSTS & TOPRAIL, & BOTTOM RAIL. (SEE )

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#4 REBAR @ 12" O.C., E.W.

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8" FOUNDATION AND

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CURB (USE 18"x6" FOOTING

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FOR WALL HT. > 1'-6".

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SEE )

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RAIL POST FOUNDATION AND FOOTING

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STRUCTURAL FILL

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BOTTOM OF SIDEWALL

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#4 U BAR (SEE DETAILS)

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EXISTING WALKWAY, ROADWAY

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#4 U BAR SEE DETAIL

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MIN. #4 @ 18" O.C. E.W.

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MIN. #4 @ 18" O.C. E.W.

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MIN. #4 @ 18" O.C. E.W.

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SEE

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#4 REBAR @ 18" O.C., E.W.

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STRUCTURAL FILL AS NEEDED

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COMPACTED SUBGRADE

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#4 REBAR @ 18" O.C.

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4" SLEEVEFOR RAILING

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#4 REINFORCING U BAR AT EACH POST

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EDGE OF CONCRETE

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4" SLEEVEFOR RAILING

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NON SHRINK GROUT

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#4 REINFORCING U BAR AT EACH POST

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1 1/2" PIPE STD STL

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1 1/2" PIPE STD STL

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3

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3/4" BAR STOCKWELDED TO STL PIPES (TYP.)

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5"x5"x1/4" P

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L

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CONCRETE PAD

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1/2" SS ANCHOR BOLT 4" MIN. EMBED. (TYP. 4)

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1 1/2" STD STL PIPE POSTS

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3/16

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C

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L

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120%%D

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CENTER 1 1/2" CONDUIT

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FINISHED GRADE

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OBTAIN BOLT CIRCLE FROM PROJECT REPRESENTATIVE TO SET J-BOLTS

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CURB

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ROADWAY

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(3) 3/4" - 10 NC GALV STL ANCHOR BOLTS W/NUTS AND LOCK WASHERS

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HANDHOLE: SET 90° CLOCKWISEFROM CURB

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4-#4 VERTICAL REBARS WITH #4 STIRRUPS @ 6" O.C.

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SCALE:

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%%UREINFORCING SLAB WITH

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%%UWITH PEDESTRIAN GUARDRAIL

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%%UALTERNATE RAIL ATTACHMENT

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NONE

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INSTALL RAILING PER LOCAL JURISDICTION STANDARDS WHEN SLOPE AT BASE OF PAD IS STEEPER THAN 1:3 AND VERTICAL DROP WITHIN 3' FROM PAD IS MORE THAN 18". SAME APPLIES TO SIDES OF LANDING PAD.

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USE SPREAD FOOTING FOR HEIGHT OF WALL GREATER THAN 18". SEE DET. 6/D105.6/D105.

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2.

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3.

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1. RAILING SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION.

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2. ALL POSTS SHALL BE PLUMB AND RAILS PARALLEL TO GRADE.

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3. PIPE MATERIAL SHALL CONFORM TO ASTM A53.

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4. ANCHOR BOLTS SHALL BE 1/2"

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STAINLESS STEEL.

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5. MAINTAIN RAIL @ 6" 0.C. FROM EDGE OF CONCRETE.

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NOTE: SLOPE HORIZ. RAILS TO MATCH FINISHED GRADE

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%%UBUS ZONE LIGHT POLE FOUNDATION

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NONE

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VERTICAL ELEMENT SHALL BE PLUMB

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OR 2" X 2"X 5/16" TUBE

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OR 2" X 3/8" PLATE

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OR 2" X 3/8" BAR

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CONSTRUCTION NOTES 1. JOINT PER DET 3/D101 TO ISOLATE EDGES FROM 3/D101 TO ISOLATE EDGES FROM TO ISOLATE EDGES FROM PAVEMENT, SIDEWALKS, OR OTHER STRUCTURES.

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RAILING NOTES: :

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SECTIONS AND DETAIL

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DESIGNED:

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1 1/2

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RED

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RED

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RED

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RED

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YELLOW

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YELLOW

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(10'-0" MAX)

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BUS ZONES ARE PAINTED ON TOP AND FACE OF CURB

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1.

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WALKWAY

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2" CLASS 3/8" OR 1/2" HMA

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EXISTING ACP (IF NO ACP REGRADE TO 1" BELOW NEW ASPHALT WALKWAY)

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4" THICK CRUSHED SURFACING BASE COURSE

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COMPACTED SUBGRADE

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TOP OF 8" CONCRETE WALL TO BE LEVEL

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REAR EDGE OF CONCRETE PAD

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SEE A/D103 FOR REBARS

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#4 @ 18" O.C. (LENGTH VARIES W/WALL HEIGHT) PROVIDE 4" MIN COVERAGE

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SHELTER LEG (REF)

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#4 @ 12" OR 16" O.C. VERT BEND PER SLAB REBAR SPACING (ALTERNATE BARS INTO PAD) PROVIDE 2" MIN COVERAGE

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EXISTING WALKWAY (MATERIAL VARIES)

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COMPACTED SUBGRADE

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EXISTING CURB OR NEW CURB

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THICKENED EDGE AT CURB

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IF NO SIDEWALK EXISTS, REGRADE TO 1" BELOW NEW PAD

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EXISTING ROADWAY

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TACK COAT JOINT

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%%uASPHALT WALKWAY

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E

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COMPACTED SUBGRADE

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COMPACTED SUBGRADE

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GRADE

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EXISTING PAVEMENT

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EXISTING CURB

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GRAVEL BACKFILL AS REQUIRED

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EDGE OF NEW CONCRETE PAD AT UPHILL SIDE AND FRONT TO MATCH EXISTING PAVING AND SIDEWALK

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3/4" CHAMFER ALL EXPOSED EDGES

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LONGITUDINAL

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A

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SHELTER LEG (REF)

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NEW WALKWAYS AND LANDING PADS SHALL BE BUILT TO MATCH WITH EXISTING SURFACE TO MAINTAIN NATURAL DRAINAGE COURSES. TYPICAL PASSENGER LANDING PAD DIMENSIONS SHALL BE AS SHOWN ON THE PLANS AND AS REQUIRED TO MATCH EXISTING SIDEWALK JOINTS OR SCORES WHERE APPLICABLE.

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CROSS-SLOPE

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#4 @ 12" OR 16" O.C. VERT BEND PER SLAB REBAR SPACING (ALTERNATE BARS INTO PAD) PROVIDE 2" MIN COVERAGE

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GENERAL NOTES

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CONSTRUCTION NOTES 1. FOR ADA, MINIMUM HORIZONTAL CLEARANCE BETWEEN FACE OF MINIMUM HORIZONTAL CLEARANCE BETWEEN FACE OF CURB AND FACE OF ANY STRUCTURE SHALL BE 4 FT. UNLESS OTHERWISE NOTED ON DRAWING. 2. JOINT PER DET 3/D101 TO ISOLATE EDGES FROM 3/D101 TO ISOLATE EDGES FROM TO ISOLATE EDGES FROM PAVEMENT, SIDEWALKS, OR OTHER STRUCTURES. 3. SAWCUT EXISTING PAVEMENT TO STRAIGHT VERTICAL LINES TO PLACE NEW CONSTRUCTION ELEMENTS. 4. CLASS 1/2" HMA OR AS REQUIRED BY LOCAL JURISDICTION. CLASS 1/2" HMA OR AS REQUIRED BY LOCAL JURISDICTION. MATCH EXISTING PAVEMENT THICKNESS. 5. WWF 4x4-6/6 WWF 4x4-6/6 6. WWF NOT NEEDED FOR SIDEWALK EXTENSION. 7. SHELTER SHALL BE PLACED SO VERTICAL STRUCTURE, INCLUDING SHELTER SHALL BE PLACED SO VERTICAL STRUCTURE, INCLUDING CANTILEVER OVERHANG, SHALL BE A MINIMUM 3 FT FROM FACE OF CURB.

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B30 SERIES SHELTER FOOTING

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B30 SERIES SHELTER FOOTING

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7

PAVING DETAILS

D108A

16

K. CHANG YUEN

G. CAREY

K. CHANG YUEN


DESIGNED:

DRAWN:

CHECKED:

CHECKED:

APPROVED:

PROJECT NO:

CONTRACT NO:


DATE:

DRAWING NO:

SHEET NO: OF

METRO


5/2020D. CRIPPEN

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%%P

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(SEE DETAIL 1)

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%%P

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D

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D1

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1/4"+ 1/16"

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NEW PCCP

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EXISTING ACP

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4

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VAR.

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PCCP (TYP)

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LOCATION

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H

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W

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3/8" MIN

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5/8" MAX

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1/3 D

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LONGITUDINAL

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TRANSVERSE

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1/4 D

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3/8" MIN

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5/8" MAX

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NEW OR EXISTING STRUCTURE OR PCCP OR PCC

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PCCP (TYP)

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LOCATION

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W

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3/8" MIN

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5/8" MAX

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LONGITUDINAL

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TRANSVERSE

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3/8" MIN

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NEW PCCP (TYP)

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EXIST PCCP

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SET DOWELS AT 90° FROM ALL POINTS OF THE FACE OF THE PCCP PANELS. GREASE THE HALF OF ALL DOWELS TO GO IN NEW PCCP. SET DOWEL FOR JOINTS BETWEEN NEW AND EXISTING PCCP FOLLOWING THE SUBSEQUENT PROCEDURES:

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DRILL HOLES ON EXISTING PCCP PANELS THAT ARE 1/16" LARGER IN DIAMETER THAN THE DOWEL AND AT 90° FROM ALL POINTS OF THE FACE OF THE PANELS. REMOVE DEBRIS FROM HOLES BY BLOWING THEM WITH COMPRESSED AIR. ENSURE THAT THE HOLES ARE DRY. AFTER THE PROJECT REPRESENTATIVE HAS VERIFIED COMPLIANCE WITH "1" ABOVE, PLACE SUFFICIENT EPOXY GROUT IN THE BACK OF THE HOLES TO COMPLETELY FILL THE GAP BETWEEN THE DOWELS AND THE WALL OF THE HOLES. USE FLEXIBLE TUBES OR CARTRIDGES WITH LONG NOZZLES TO ENSURE THAT THE GROUT IS PLACED AT THE BACK OF THE HOLES. AFTER PLACING THE GROUT AS DESCRIBED IN "2" ABOVE, PLACE A THIN, PLASTIC GROUT RETENTION DISK OVER THE DOWELS SO THEY WILL REST AGAINST THE FACE OF THE EXISTING PCCP PANELS AND PREVENT THE GROUT MATERIAL FROM FLOWING OUT OF THE HOLES. WITH THE RETENTION DISKS IN PLACE, INSERT THE DOWELS INTO THE HOLES WITH A TWISTING MOTION SO THAT THE MATERIAL IN THE BACK OF THE HOLES IS FORCED OUT AND AROUND THE DOWELS. USE CHAIRS, OR OTHER PRODUCT OF NON-CORRODING MATERIAL, TO MAINTAIN THE DOWELS AT THE CENTER OF THE HOLES, AND AT 90° FROM THE FACE OF THE PANEL. SLIGHTLY GREASE THE PROTRUDING END OF THE DOWELS. OBTAIN APPROVAL OF THE DOWEL INSTALLATION FROM THE PROJECT REPRESENTATIVE PRIOR TO PROCEEDING WITH PLACEMENT OF NEW PCCP.

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NEW PCCP (TYP)

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DETAIL 2

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(SEE

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D

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OR PLANS)

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DETAIL 2

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(SEE

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OR PLANS)

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%%UTYPE 1

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%%uLONGITUDINAL OR TRANSVERSE

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9

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CONSTRUCTION JOINT

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CONSTRUCTION JOINT

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DOWEL SETTING NOTES

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CONSTRUCTION NOTES

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NEW PCCP

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EXIST PCCP

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(SEE

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PLANS)

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OR PLANS)

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1. NEW ACP HMA CLASS 1/2", PG 70-22ER PER TSS 9.02.1(4), 7" MINIMUM COMPACTED THICKNESS, UNLESS OTHERWISE NOTED ON THE PLANS. 2. 4" MINIMUM THICKNESS OF CRUSHED ROCK BASE COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER MODIFIED PROCTOR, UNLESS OTHERWISE NOTED ON PLANS. 3. SUBGRADE SCARIFIED TO 6" MINIMUM DEPTH AND COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE PER PROCTOR. 4. WHEN NEW PAVEMENT ABUTS EXISTING AC PAVED WALKWAYS PLACE MUTCD-APPROVED, WHITE, REFLECTIVE, RAISED PAVEMENT MARKERS AT 12" OC AT THE EDGE OF THE PULLOUT LANE. 5. PORTLAND CEMENT CONCRETE CURB AND GUTTER. 6. 4'-0" MINIMUM, OR AS REQUIRED TO SET JOINT AWAY FROM VEHICLES NORMAL WHEEL PATH. 7. WIDTH OF PULLOUT LANE AS SHOWN ON PLANS. 8. SEE DETAIL 10/--. 9. SEE DETAIL 5/--. 10. 4'-0" MINIMUM, OR AS REQUIRED TO SET JOINT AWAY FROM VEHICLES NORMAL WHEEL PATH. USE ONLY IF NEW PCCP ABUTS EXISTING ACP. SEE NOTE 11. 11. IF NEW PCCP ABUTS EXISTING PCCP USE CONSTRUCTION JOINT TYPE 3, DETAIL 7/-- OR TYPE 4, DETAIL 8/--. 12. NEW PCCP CLASS C-1, 10" MINIMUM THICKNESS, UNLESS OTHERWISE SHOWN ON PLANS. 13. DOWELED CURB PER 7/D109. 14. NEW PCC SIDEWALK OR LANDING PAD, AS SHOWN ON PLANS. 15. POURED SILICONE JOINT SEALANT. 16. BACKING ROD = 1.25W.17. BACKING ROD = 1/2".18. LOW MODULUS HOT-POUR RUBBERIZED ASPHALT JOINT SEALANT. 19. ROUND, EPOXY-COATED, GRADE 60 SMOOTH STEEL DOWEL BAR, = 1/8D, 18" LONG @ 12" OC (SEE NOTES A & B). 20. JOINT SEAL PER DETAIL 4/--. 21. DRILL EXISTING PCCP TO SET DOWELS IN EPOXY GROUT (SEE NOTE C). 22. GROUT RETENTION DISK (SEE NOTE C). 23. ROUND, EPOXY-COATED, GRADE 60 SMOOTH STEEL DOWEL BAR, = 1/8DI, 18" LONG @ 12" OC (SEE NOTES A & B). 24. JOINT SEAL PER DETAIL 3/--. 25. FULL DEPTH PREMOLDED EXPANSION JOINT FILLER.

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9

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OR

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EXIST ASPHALT WALKWAY

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FOR EDGE ABUTTING ASPHALT WALKWAY

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EXIST PCCP SIDEWALK

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FOR EDGE ABUTTING PCC WALKWAY

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EXIST ACP

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UNDISTURBED BASE AND SUBGRADE

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EXIST ACP

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UNDISTURBED BASE AND SUBGRADE

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9

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6"

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MIN

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%%UASPHALT CONCRETE PAVED BUS PULLOUT

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%%UPORTLAND CEMENT CONCRETE PAVED BUS PULLOUT

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12

SECTIONS AND DETAILS

D109

17

K. CHANG YUEN

G. CAREY


R

FES

TATE

PRO

S

INERGIETS

GLAONIS EN

TGR

D55925 ERE E

NO

SWAFO IH

N

KA

LE

K. CHANG YUEN


DESIGNED:

DRAWN:

CHECKED:

CHECKED:

APPROVED:

PROJECT NO:

CONTRACT NO:


DATE:

DRAWING NO:

SHEET NO: OF

METRO


5/2020D. CRIPPEN

-

- 20


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1 1/2" R

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EXTRUDED CURB PER APWA STD

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1" R

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CONC CL. C5

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EXISTING PAVEMENT OR ROADWAY GRADE

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1/2"R (TYP)

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COMPACTED SUBGRADE

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GRADE POINT 1"R (TYP)

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SIDEWALK/ LANDSCAPING

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CURB DOWEL

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ABOVE FINISHED ROADWAY GRADE

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ON EXISTING PAVEMENT, DRILL 1" MIN. HOLESAND FILL WITH EPOXY GROUT

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ON NEW CONC, EMBED

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TOP OF NEW CURB

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#3x2'-8" PLACE @ 28" O.C.

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B

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APPLY EPOXY PRIOR TO SETTING CURB

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EDGE R=1"

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0.05 FT/FT

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EDGE R=1/4"

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3/8" x 4" JOINT MATERIAL (TYP)

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SIDEWALK

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4" COMPACTED GRANULAR BASE

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TACK COAT JOINT

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TACK COAT JOINT

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R=1"

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R=1"

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REPAIR ACP AS REQUIRED BY JURIDICTION

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8" REINFORCED

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CONC POST PAINT W/

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EXTERIOR YELLOW

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CONC FOOTING

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C

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(ALTERNATE BOLLARD 8" STEEL PIPE FILLEDW/ CONCRETE. PAINT W/EXTERIOR YELLOW)

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COMPACTED SUBGRADE

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NEW CONC SIDEWALK

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2%

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TACK COAT JOINT

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EXISTING ROADWAY

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FACE TO MATCH EXISTING CURB

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SIGN POST TUBING (METRO TO FURNISH)

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2" SQ. SIGN ANCHOR TUBING

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CONC BASE

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1/2" SS KWIK BOLT W/CONCANCHOR - 3 1/2" MIN. EMBED QTY. 4 REQ'D

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3/4" SS SEX BOLTS W/WASHERS AND SPANNER HEADS

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SIGN PEDESTAL ASSEMBLY

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SIGN POST TUBING

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A

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ANCHOR BOLT (TYP OF 4) (METRO TO FURNISH)

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WWF 4x4 6/6 ASTM A185

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QTY 4 - #4 REBAR

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ANCHOR BOLT TYP. OF 4 METRO TO FURNISH

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WWF 4x4 6/6 ASTM A185

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#4 REBAR

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#4 REBAR QTY. 4 - EQ. SPACED

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SIGN POST TUBING (FURNISHED AND INSTALLED BY METRO)

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EXISTING GROUND

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2" SQ. SIGN ANCHOR TUBE

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SIM.

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CONCRETE BASE NON-REINFORCED

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9

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78" BOLT HOLE

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8" YELLOWBOLLARD

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3/4" S.S. ANCHOREPOXY W/HILTI (4 TYPICAL)

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12"x12"x1/2" STEEL PLATE

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#4 @ 6"O.C. E.W.

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CONCRETE PAD TO BE CAST IN PLACE.

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%%USIGN POLE NOTES

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CONCRETE MIX TO BE CLASS C-5.

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RESTORE AREA IN KIND.

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SAWCUT AS REQUIRED, FOR THE CONCRETE PAD.

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CONCRETE PAD TO BE INSTALLED LEVEL AND PARALLEL WITH THE SHELTER FOOTING OR LANDING PAD.

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METRO WILL PROVIDE NEW ANCHOR TUBING AND DRIVE RIVETS.

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INSTALLATION FOR RELOCATION OF STREET SIGNS AND SIGNS OTHER THAN BUS SIGNS SHALL MATCH THE EXISTING INSTALLATION AND JURISDICTIONAL STANDARDS.

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JOINT PER DET 3/D101 TO ISOLATE EDGES FROM 3/D101 TO ISOLATE EDGES FROM TO ISOLATE EDGES FROM PAVEMENT, SIDEWALKS, OR OTHER STRUCTURES.

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15"

CURB RAMP

CONSTRUCTION DETAILS

D110

18

K. CHANG YUEN

G. CAREY

K. CHANG YUEN


DESIGNED:

DRAWN:

CHECKED:

CHECKED:

APPROVED:

PROJECT NO:

CONTRACT NO:


DATE:

DRAWING NO:

SHEET NO: OF

METRO


5/2020D. CRIPPEN

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VARIES (5'-0" TO 8'-0")

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TAPER TO MATCH

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TRANSITION RAMP

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RAMP AND APPROACHES SHALL BE CLEAR OF OBSTACLES INCLUDING HYDRANTS, POLES, AND INLETS. RAMP SHALL HAVE DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-01. RAMP C SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY THE PROJECT REPRESENTATIVE. WHERE REQUIRED BY THE JURISDICTIONAL AGENCY STANDARDS, PLACE A 4" WIDE VISUAL WARNING STRIP BETWEEN JOINTS OR SCORES. REMOVAL OF EXISTING CURB RAMPS OR SIDEWALK FOR CONSTRUCTION OF NEW CURB RAMPS SHALL BE TO THE NEAREST JOINT. SAWCUT AT EXPANSION JOINT AS REQUIRED. REMOVE SIDEWALK AND CURB AND GUTTER AS REQUIRED TO OBTAIN ADEQUATE SPACING FOR NEW CURB RAMP TRANSITION AND WARNING STRIP(WHERE REQUIRED). CURB RAMP LOCATION AND CONSTRUCTION ON ARTERIAL AND RESIDENTIAL STREETS SHALL BE IN ACCORDANCE WITH THE STANDARDS OF THE JURISDICTIONAL AGENCY.

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1/8"x 2" DUMMY JOINT

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REPLACE AND REPAIR EXISTING PAVEMENT

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FACE OF CURB

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VISUAL WARNING STRIP

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SAWCUT AT NEAREST JOINT (TYP)

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SEE NOTES 2 & 6

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EXISTING SIDEWALK

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SEE NOTES 2 & 6

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3/8" EXPANSION JOINT

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FLUSH (NOT TO EXCEED 1/4")

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CONCRETE CURB

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FLUSH TO GUTTER NOT TO EXCEED 1/4" LIP

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MIN

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NOTES:

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L

GENERAL NOTES:

CONSTRUCTION NOTES:

”

“ ”

”“ ” ”

””

”

””

”

INTERNAL SOLAR

SHELTER LIGHTING

ELECTRICAL DETAILS

D111

19

S. ANOD

M. MANIMTIM


R


DESIGNED:

DRAWN:

CHECKED:

CHECKED:

APPROVED:

PROJECT NO:

CONTRACT NO:


DATE:

DRAWING NO:

SHEET NO: OF

METRO


4/2020D. CRIPPEN

-

- 20


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PASSENGER SHELTER FOOTING

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(SEE DWGS D101 & D103 FOR SHELTER FOOTING DETAILS AND DIMENSIONS)

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DETAIL "1" INTERNAL SHELTER LIGHTING BURIED CONDUIT AND GROUNDING ELECTRODE

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SCALE: NTS

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INTERNAL SHELTER SOLAR LIGHTING

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FOAM FILL

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#4 STRANDED COPPER ELECTRODE

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3" PVC CAP

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1" GRS CAP

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6"

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1" GRS COUPLING

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24" MIN.

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1" GRS

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GROUNDING LUG

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MINIMUM 24"

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SEE NOTE 1

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TO FUTURE POWER SOURCE (WHERE APPLICABLE)

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1" GRS NIPPLE

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#4 STRANDED COPPER ELECTRODE

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5

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1. THIS CONDUIT/GROUNDING ELECTRODE DESIGN IS FOR BUS STOPS WHERE THIS CONDUIT/GROUNDING ELECTRODE DESIGN IS FOR BUS STOPS WHERE HARD-WIRE ELECTRICAL CONNECTION IS NOT READILY AVAILABLE. IT ALLOWS FOR FUTURE HARD-WIRE CONNECTION FOR 110V SHELTER LIGHTING AND/OR GROUNDING FOR A SOLAR SHELTER LIGHTING SYSTEM. 1. CONDUIT SHALL BE INSTALLED 24” BELOW FINISHED GRADE. CONDUIT SHALL BE INSTALLED 24” BELOW FINISHED GRADE. BELOW FINISHED GRADE. 2. FOR SHELTER GROUNDING, TIE 25 FEET OF #4 STRANDED COPPER FOR SHELTER GROUNDING, TIE 25 FEET OF #4 STRANDED COPPER GROUNDING ELECTRODE TO THE SHELTER FOUNDATION REBARS WITH TIE WIRES. LEAVE 2 FEET AT THE END FOR ATTACHMENT TO THE GROUNDING LUG ON THE SHELTER LEG. PROVIDE ONE HOLE COPPER LUG SHORT BARREL THOMAS & BETTS #54130 ON END OF GROUND WIRE. SEE DETAIL “1” AND NOTE 3 BELOW. (REFER TO NOTE 11 ON D101 IF 1” AND NOTE 3 BELOW. (REFER TO NOTE 11 ON D101 IF AND NOTE 3 BELOW. (REFER TO NOTE 11 ON D101 IF SHELTER FOOTING IS DESIGNED FOR BOTH INTERIM STANDARD SHELTER AND FUTURE RAPIDRIDE SHELTER). 3. PLACE THE 2 FT #4 COPPER ELECTRODE INTO THE 1” DIA GRS CONDUIT PLACE THE 2 FT #4 COPPER ELECTRODE INTO THE 1” DIA GRS CONDUIT DIA GRS CONDUIT AS SHOWN IN DETAIL “1”. SECURE 1” GRS COUPLING IN PLACE. SEAL 1”. SECURE 1” GRS COUPLING IN PLACE. SEAL . SECURE 1” GRS COUPLING IN PLACE. SEAL GRS COUPLING IN PLACE. SEAL THE GRS CONDUIT/COUPLING WITH DUCT TAPE. CAP THE ASSEMBLY WITH A 3” PVC CAP AND FILL VOID WITH SPRAY-ON FOAM. TOP OF PVC CAP PVC CAP AND FILL VOID WITH SPRAY-ON FOAM. TOP OF PVC CAP SHALL BE ¼” BELOW THE FINISHED CONCRETE GRADE. BELOW THE FINISHED CONCRETE GRADE. 4. IF NO SPECIFIED CONNECTION TO A POWER SOURCE, THE 1” GRS IF NO SPECIFIED CONNECTION TO A POWER SOURCE, THE 1” GRS GRS CONDUIT SHALL BE EXTENDED 6 INCHES BEYOND THE EDGE OF SHELTER FOUNDATION AND CAPPED. 5. THE #4 STRANDED COPPER GROUND ELECTRODE SHALL BE ENCLOSED BY THE #4 STRANDED COPPER GROUND ELECTRODE SHALL BE ENCLOSED BY AT LEAST 2" OF CONCRETE IN ACCORDANCE WITH NEC 250.52 (A) (3). 6. FOR STANDARD METRO SHELTERS, ELECTRICAL LEG SHALL BE AT THE FOR STANDARD METRO SHELTERS, ELECTRICAL LEG SHALL BE AT THE REAR RIGHT CORNER. FOR RAPID RIDE SHELTERS, ELECTRICAL LEG SHALL BE AT THE REAR LEFT CORNER. (LOOKING INTO SHELTER) SEE TABLE ON DWG. D101 AND D103 FOR EXACT LOCATIONS OF THE ELECTRICAL LEG FOR VARIOUS FOOTING TYPES. 7. (INFORMATION FOR METRO'S SHELTER CREW: PRIOR TO INSTALLING (INFORMATION FOR METRO'S SHELTER CREW: PRIOR TO INSTALLING SHELTER WITH A SOLAR LIGHTING SYSTEM, CHIP AWAY THE ¼” CONCRETE CONCRETE COVER AND REMOVE THE 3” PVC CAP. PULL OUT THE #4 COPPER PVC CAP. PULL OUT THE #4 COPPER ELECTRODE. CONNECT THE ELECTRODE TO THE SHELTER LEG VIA A GROUNDING LUG. SEAL THE 1” DIA GRS WITH A WATER-TIGHT PLUG FOR DIA GRS WITH A WATER-TIGHT PLUG FOR FUTURE USE.) 8. ALL WORK ABOVE FINISHED GRADE IS BY OTHERS. ALL WORK ABOVE FINISHED GRADE IS BY OTHERS. 9. SAW 8"X2"X1/4" GROOVE IN EXISTING SHELTER FOOTING. CLEAN THE SAW 8"X2"X1/4" GROOVE IN EXISTING SHELTER FOOTING. CLEAN THE GROOVE AND EMBED GROUND CONDUCTOR. LEAVING 6" EXPOSED ABOVE SURFACE FILL GROOVE WITH NON-SHRINK GROUT.

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6"

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STREET SIDE

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SIDEWALK

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REBAR PER D103

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NOTE 1

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(REAR)

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(FRONT)

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NOTE 6

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7

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1" GRS CAP

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4

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4

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8

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CONNECT END OF GROUND WIRE TO REBAR WITH GROUND CLAMP

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2"

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1/4"

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SCALE:

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%%USOLAR SHELTER FOOTING RETROFIT

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SECTION

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3/4"=1'-0"

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D

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-

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SAWCUT 2" DEEP SLOT EMBED GROUND CONDUCTOR SEAL SLOT WITH NON-SHRINK GROUT.

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#4 STRANDED WIRE SEE NOTE #9

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EXISTING FOOTING DEPTH VARIES

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NON-SHRINK GROUT

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56349

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D

®,

HANDHOLE

CONDUIT DETAILS

STANDARD SHELTER

D112

20

S. ANOD

M. MANIMTIM


R


DESIGNED:

DRAWN:

CHECKED:

CHECKED:

APPROVED:

PROJECT NO:

CONTRACT NO:


DATE:

DRAWING NO:

SHEET NO: OF

METRO


4/2020D. CRIPPEN

-

- 20


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CONCRETE FOUNDATION (CLASS 3000) (REBARS NOT SHOWN FOR CLARITY)

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SERVICE CONDUIT

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LOAD CONDUITS

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TOP VIEW

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LINE

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LOAD

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EDGE OF POWER PEDESTAL FOUNDATION

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SIDE VIEW

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GRADE

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4 1/2"x6" WEDGE/KWIK BOLT

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NOTE: 1. ANCHOR BOLT SPACING ANCHOR BOLT SPACING PROVIDED BY MANUFACTURER.

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FRONT VIEW

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GRADE

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4 #4 VERTICAL & 3 #4 HORIZONTAL REBARS

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FOUNDATION 1" CHAMFER

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DEAD FRONT

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GROUND ROD 3/4"x120" COPPER-CLAD WITH GROUND CLAMP. A SECOND GROUND SHALL BE INSTALLED A MINIMUM OF 8' AWAY IN A GROUND ROD HANDHOLE AS PER CITY OF SEATTLE STANDARD PLAN NO 550b. COORDINATE WITH ELECTRICAL INSPECTOR FOR LOCATION. INSTALL 3/4" GRS CONDUIT WITH #6 GROUND WIRE BETWEEN CABINET FOUNDATION AND GROUND ROD HANDHOLE.

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14" CONCRETE

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14" CONCRETE

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14" CONCRETE

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ELECTRICAL CONDUIT 1. INSTALLATIONS SHALL CONFORM TO ALL APPLICABLE CODES AND THE KING COUNTY ELECTRICAL SPECIFICATIONS. INSTALLATIONS SHALL CONFORM TO ALL APPLICABLE CODES AND THE KING COUNTY ELECTRICAL SPECIFICATIONS. 2. ALL NEW CONDUIT INSTALLED UNDERGROUND SHALL HAVE A MINIMUM COVER OF 24 INCHES. ALL NEW CONDUIT INSTALLED UNDERGROUND SHALL HAVE A MINIMUM COVER OF 24 INCHES. 3. PLACE 6" WIDE WARNING TAPE 12 INCHES BELOW GRADE OVER ALL CONDUIT RUNS. TAPE SHALL BE MAGNATEC®, OR PRODUCT EQUIVALENT IN PLACE 6" WIDE WARNING TAPE 12 INCHES BELOW GRADE OVER ALL CONDUIT RUNS. TAPE SHALL BE MAGNATEC®, OR PRODUCT EQUIVALENT IN OR PRODUCT EQUIVALENT IN MATERIAL TYPE, SIZE, STYLE AND DURABILITY, SUITABLE FOR THIS SPECIFIED APPLICATION. 4. STUB UP CONDUIT IN LOCATIONS INDICATED BY PLAN. CONFIGURE AS DESCRIBED BY DETAIL 1/-. INSTALL COUPLING AND THREADED PLUG. SET PVC STUB UP CONDUIT IN LOCATIONS INDICATED BY PLAN. CONFIGURE AS DESCRIBED BY DETAIL 1/-. INSTALL COUPLING AND THREADED PLUG. SET PVC DETAIL 1/-. INSTALL COUPLING AND THREADED PLUG. SET PVC . INSTALL COUPLING AND THREADED PLUG. SET PVC CAP -INCH BELOW FINISH GRADE DESIGN OF FOUNDATION AT STUB-UP POINTS. FILL CAP CAVITY WITH FOAM AND COMPLY WITH MANUFACTURER'S 14-INCH BELOW FINISH GRADE DESIGN OF FOUNDATION AT STUB-UP POINTS. FILL CAP CAVITY WITH FOAM AND COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR DRYING TIME PRIOR TO POURING CONCRETE. 5. EPOXY ALL CONDUIT JOINTS TO ENSURE WATER CANNOT ENTER THE CONDUIT THROUGH THE CONNECTION. DO NOT EPOXY THE REMOVABLE PLUG. EPOXY ALL CONDUIT JOINTS TO ENSURE WATER CANNOT ENTER THE CONDUIT THROUGH THE CONNECTION. DO NOT EPOXY THE REMOVABLE PLUG. 6. COORDINATE THE REQUIREMENTS OF THIS WORK WITH THE RELATED WORK OF OTHER TRADES, INCLUDING CONCRETE FORMING AND POURING. COORDINATE THE REQUIREMENTS OF THIS WORK WITH THE RELATED WORK OF OTHER TRADES, INCLUDING CONCRETE FORMING AND POURING. 7. THE CONTRACTOR SHALL PLACE A GROUNDING ROD IN EACH HANDHOLE IN ACCORDANCE WITH NEC 250.53 (G) AND 250.66 (A) AND INSTALL A THE CONTRACTOR SHALL PLACE A GROUNDING ROD IN EACH HANDHOLE IN ACCORDANCE WITH NEC 250.53 (G) AND 250.66 (A) AND INSTALL A BELL END OR BONDING BUSHING ON THE CONDUIT. THE CONTRACTOR SHALL BOND ALL METAL PARTS OF THE HANDHOLE TO THE GROUND ROD, PROVIDE SUFFICIENT SLACK IN GROUNDING THE LID TO ALLOW REMOVAL. 8. SERVICE ENTRANCE CONDUIT SHALL BE 2 INCHES OR SMALLER, AS REQUIRED BY SERVICE CONDUCTORS. SERVICE ENTRANCE CONDUIT SHALL BE 2 INCHES OR SMALLER, AS REQUIRED BY SERVICE CONDUCTORS. 9. ALL ELBOWS GRC MUST BE WRAPPED WITH 2 LAYERS OF ANTI-CORROSION TAPE OR PAINTED. ALL PVC MUST BE SCHEDULE 80 PVC. ALL ELBOWS GRC MUST BE WRAPPED WITH 2 LAYERS OF ANTI-CORROSION TAPE OR PAINTED. ALL PVC MUST BE SCHEDULE 80 PVC. 10. SHELTER WIRE SHALL BE #12 BLACK, WHITE, GREEN. ALL WIRES ARE NOT ALLOWED TO BE SPLICED. GROUNDING SHALL BE BONDED TO REBAR, SHELTER WIRE SHALL BE #12 BLACK, WHITE, GREEN. ALL WIRES ARE NOT ALLOWED TO BE SPLICED. GROUNDING SHALL BE BONDED TO REBAR, SHELTERS, AND POLES.

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CONSTRUCTION NOTES

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%%uELECTRICAL CONDUIT STUB-UP

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DETAIL

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NONE

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3" PVC CAP

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FOAM FILL

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1" GRS COUPLING

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TO POWER PEDESTAL SEE DETAIL 3 ON THIS DETAIL 3 ON THIS ON THIS SHEET.

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SHELTER FOOTING

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%%uPOWER PEDESTAL FOUNDATION

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DETAIL

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NONE

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CONDUIT(S) OR CABLE AS NEEDED

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2'-0"

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MIN COVER

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1'-0"

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6" TYP

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METALLIZED WARNING TAPE

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BACKFILL FOR CONDUIT

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NO ROCKS OVER 2"

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FINAL GRADE

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DETAIL

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-

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%%uCONDUIT(S) AND CABLE TRENCH

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2

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UTILITY

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%%uONE LINE DIAGRAM

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NO SCALE

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-

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4

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60A

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SHELTER LIGHTING

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TECH PYLON

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POWER PEDESTAL

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120/240

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MAIN BREAKER

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20A

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Documents

KING COUNTY METRO TRANSIT STANDARD DETAILS