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HomeMy WebLinkAboutBid Plans - CAG-24-109EXISTING ROW SAWCUT LINE CONCRETE REMOVAL ASPHALT REMOVAL MEDIAN ASPHALT REMOVAL CLEAR AND GRUB GRAVEL REMOVAL (MIN 4") CURB REMOVAL INLET PROTECTION DESCRIPTION EXISTING SYMBOL PROPOSED SYMBOL RIGHT-OF-WAY CONDUIT CONSTRUCTION NOTE SIGNAL POLE CONSTRUCTION NOTE WIRE NOTE SIGN NOTE SIGNAL POLE AND MAST ARM TYPE PS/TYPE 1 SIGNAL STANDARD PEDESTRIAN PUSHBUTTON POST VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD PEDESTRIAN PUSHBUTTON EMERGENCY VEHICLE PRE-EMPTION (EVP) DETECTOR WIRELESS ANTENNA MAST ARM MOUNTED SIGN TRAFFIC SIGNAL CONTROLLER CABINET ELECTRICAL SERVICE CABINET JUNCTION BOX, TYPE 1 JUNCTION BOX, TYPE 2 JUNCTION BOX, TYPE 8 25-TA VAULT LUMINAIRE HYBRID RADAR/VIDEO DETECTION CAMERA AXIS MULTISENSOR PANORAMIC VIDEO DETECTION CAMERA RADAR/VIDEO DETECTION ZONE EXISTING ROW SAWCUT SCH80 CONDUIT CHAIN LINK FENCE PRIVACY FENCE JUNCTION BOX CONCRETE SIDEWALK (SEE NOTE 4, SHEET PV01) CONCRETE DRIVEWAY ASPHALT ROADWAY (SEE NOTE 4, SHEET PV01) DETECTABLE WARNING SURFACE SEED & MULCH RIGHT-OF-WAY CHANNELIZATION FEATURE SIGN SIGN (DOUBLE SIDED) SIGN (BUSINESS) CONSTRUCTION NOTE SIGN NOTE SIGN REMOVAL NOTE SIGN RELOCATE NOTE SIGN EXISTING TO REMAIN NOTE RAISED CROSSING (SEE CHANNELIZATION AND SIGNING GENERAL NOTE 10) EXISTING PROPOSED # # R# RL# EX# DESCRIPTION EXISTING SYMBOL PROPOSED SYMBOL RIGHT-OF-WAY CONDUIT CONSTRUCTION NOTE WIRE NOTE POLE NOTE RRFB (DOUBLE-SIDED) PEDESTRIAN PUSHBUTTON POST PEDESTRIAN PUSHBUTTON JUNCTION BOX, TYPE 1 EXISTING ROW CONSTRUCTION NOTE SIGN NOTE DIRECTION OF TRAVEL CHANNELIZATION DEVICE (HIGH VISIBILITY) TEMPORARY SIGN ON PORTABLE CRASHWORTHY SUPPORT SEQUENTIAL ARROW BOARD TYPE 3 BARRICADE WORK AREA PROTECTIVE WORK VEHICLE LG 02 LEGEND SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC EXISTING PAVEMENT EXISTING CONCRETE EXISTING GRAVEL EXISTING BUILDING TREE CONIFEROUS TREE DECIDUOUS BOUNDARY LINE SECTION LINE EASEMENT LINE RIGHT-OF-WAY LINE RIGHT-OF-WAY CENTERLINE ADJACENT PROPERTY LINE MONUMENT FOUND FOUND REBAR & CAP AS NOTED CALCULATED OVERHEAD POWER LINE TELCO PAINT MARK POWER PAINT MARK WATER PAINT MARK GAS PAINT MARK RETAINING WALL POWER POLE FIRE HYDRANT WATER METER WATER VALVE CATCH BASIN STORM MANHOLE SEWER MANHOLE GUY ANCHOR SIGN LIGHT POLE W/ARM MAILBOX FIBER OPITC MANHOLE TELCO RISER GAS METER GAS VALVE MEASURED LIGHT POLE JUNCTION BOX POWER TRANSFORMER MONITORING WELL POWER VAULT STRIPING ADA PARKING STALL SURVEY LEGEND DEMO & TESC LEGEND PAVING LEGEND RRFB LEGEND SIGNAL LEGEND CHANNELIZATION & SIGNING LEGEND TRAFFIC CONTROL LEGEND FIBER OPTIC PAINT MARK CATV PAINT MARK 08-27-24 NT 03 NOTES SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC BASIS OF BEARING NAD83/11 FROM GPS OBSERVATION MONUMENTED CENTERLINE OF SOUTH 7TH STREET BETWEEN SHATTUCK AVE S & SMITHERS AVE S (BEARING = N 89°42'35" W) REFERENCES (R1)RECORD OF SURVEY (REC. NO. 20220801900013) (R2)RECORD OF SURVEY (REC. NO. 20071010900006) (R3)RECORD OF SURVEY (REC. NO. 199605239002) (R4)WSDOT-KING COUNTY SUNDRY SITE PLANS-RENTON PARK AND RIDE APPROVED APRIL 21, 1978 (R5)PLAT OF GUNNS ADDITION (VOL.17, PGE.76) (R6)PLAT OF COURT ADDITION (VOL.38, PGE.49) (R7)PLAT OF SMITHERS FIFTH ADDITION (VOL.16, PGE.33) SURVEY NOTES SITE BENCHMARK PROJECT BENCHMARK: (NORTH AMERICAN VERTICAL DATUM-1988) FOUND MONUMENT IN CASE AT THE INTERSECTION OF SOUTH 7TH STREET & SMITHERS AVE S PER WSRN GPS OBSERVATION (SEE DWG) ELEVATION = 25.55 FEET EQUIPMENT & PROCEDURES METHOD OF SURVEY: SURVEY PERFORMED BY FIELD TRAVERSE INSTRUMENTATION: LEICA MS-50 ROBOTIC TOTAL STATION WITH DATA COLLECTOR AND LEICA GS-16 GPS MAINTAINED IN ADJUSTMENT TO MANUFACTURES SPECIFICATIONS AS REQUIRED BY WAC 332-130-100 PRECISION: MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090 VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM-1988 ADDITIONAL NOTES: 1.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY UINNAMED THIRD PARTIES WITHOUT EXPRESS RECERTIFICATION BY THE LAND SURVEYOR RECORD. 2.) BOUNDARY LINES SHOWN WERE DIRIVED FROM AVAILIBLE COUNTY RECORDS; OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPLIED. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT TO ENCUMBER TITLE OR USE OF SUBJECT PROPERTY. 3.) UNDERGROUND UTILITIES SHOWN HEREON ARE DERIVED FROM AN UNDERGROUND LOCATING SERVICE, CITY OF RENTON GIS UTILITY MAPS, AND DIRECT OBSERVATION. 4.) CONTOURS DERIVED FROM DIRECT FIELD OBSERVATIONS. CONTOUR ACCURACY FOLLOWS NATIONAL MAPPING STANDARDS. 5.)THIS SURVEY WAS CONDUCTED ON 08/16/2022. HORIZONTAL DATUM NAD83/11 WASHINGTON STATE COORDINATES-NORTH ZONE GENERAL NOTES 1.ALL WORK SHALL BE COMPLETED AS SHOWN IN THESE PLANS, IN ACCORDANCE WITH CITY OF RENTON STANDARDS, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION(WSDOT)/AMERICAN PUBLIC WORKS ASSOCIATION (APWA) STANDARDS. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 3.A COPY OF THE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4.THE CONTRACTOR SHALL CONTACT THE CITY ENGINEER A MINIMUM OF 2 BUSINESS DAYS PRIOR TO STARTING CONSTRUCTION. 5.ALL DAMAGE TO CITY INFRASTRUCTURE CAUSED BY THE CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AS REQUIRED AND APPROVED BY THE ENGINEER. 6.ANY EXISTING PUBLIC AND PRIVATE FEATURES DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE REPLACED IN-KIND AT THE CONTRACTOR'S EXPENSE PRIOR TO FINAL INSPECTION. 7.STAKING OF ALL IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY SHALL BE COMPLETED PRIOR TO CONSTRUCTION AND APPROVED BY THE CITY ENGINEER. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REFERENCING AND REPLACING ALL MONUMENTS THAT MAY BE DISTURBED, DESTROYED OR REMOVED BY THE PROJECT AND SHALL FILE AN APPLICATION FOR PERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT WITH THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, PURSUANT TO RCW 58.24.040(8). 9.ANY EXISTING UTILITIES THAT ARE IN SERVICE SHALL REMAIN OPERATIONAL AT ALL TIMES. 10.THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES WITHIN PROJECT LIMITS DURING CONSTRUCTION. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATOR SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 11.ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT UTILITY AGENCIES 48 HOURS PRIOR TO COMMENCING WORK AND SHALL COORDINATE WITH ALL AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES RESULTING FROM CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY AGENCY IMMEDIATELY UPON DAMAGE AND SHALL BE RESPONSIBLE FOR REPLACING DAMAGED EQUIPMENT TO THE SATISFACTION OF THE AFFECTED UTILITY AGENCY. 12.INSPECTION AND ACCEPTANCE OF ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE BY REPRESENTATIVES OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS ALLOWING FOR PROPER ADVANCE NOTICE. THE INSPECTOR MAY REQUIRE REMOVAL AND RECONSTRUCTION OF ANY ITEMS PLACED IN THE RIGHT OF WAY THAT DO NOT MEET CITY STANDARDS OR THAT WERE CONSTRUCTED WITHOUT APPROPRIATE INSPECTIONS. 13.AN APPROVED TRAFFIC CONTROL PLAN WILL BE REQUIRED PRIOR TO BEGINNING CONSTRUCTION. ALL TCPS MUST BE SUBMITTED A MINIMUM OF 5 BUSINESS DAYS PRIOR TO THE BEGINNING OF WORK TO TCP@RENTONWA.GOV. 14.SIGN CODES REFER TO THE MUTCD AND WSDOT SIGN FABRICATION MANUAL. 15.ALL JUNCTION BOXES SHALL BE INSTALLED PER WSDOT STANDARD PLANS J-40.10-04 AND J-40.30-04. NEW OR REPLACED JUNCTION BOXES WITHIN SIDEWALK SHALL HAVE NON-SLIP LIDS/FRAMES. THE LOCATIONS OF JUNCTION BOXES SHALL BE APPROVED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. COINCIDENT CONDUITS MAY OCCUPY THE SAME TRENCH. ALL NEW JUNCTION BOXES SHALL BE INSTALLED TO MATCH THE GRADE OF THE EXISTING/PROPOSED SIDEWALK OR ADJACENT SURFACE. 16.THE LOCATION OF EXISTING FEATURES AND UTILITIES SHOWN WITHIN THESE PLANS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING WORK. NOT ALL EXISTING FEATURES AND UTILITIES MAY BE SHOWN. 17.CONDUIT LOCATIONS ARE SHOWN FOR ILLUSTRATIVE PURPOSES. ACTUAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD AND SHALL BE INSTALLED WITHIN PROPOSED RIGHT-OF-WAY. 18.PROPOSED AND MODIFIED EXISTING JUNCTION BOXES SHALL BE BONDED AND GROUNDED PER NEC REQUIREMENTS. 19.THE CONTRACTOR SHALL LABEL ALL NEW OR RE-ROUTED CONDUCTORS WITHIN EACH JUNCTION BOX AND CABINET. 20.EXISTING CONDUCTORS LISTED IN THE WIRING SCHEDULE ARE FOR REFERENCE ONLY. CONTRACTOR SHALL CONFIRM CONDUIT CONTENTS IN THE FIELD. 21.LUMINAIRE WIRING SHALL BE PER CITY OF RENTON STANDARD PLAN 119. 22.CONTRACTOR SHALL SUBMIT ALL MATERIAL CUT SHEETS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING AND INSTALLATION. 23.POTHOLE LOCATIONS AS RECOMMENDED TO LOCATE UNDERGROUND UTILITIES. 24.POLE AND FOUNDATION LOCATIONS SHALL BE STAKED IN THE FIELD, POTHOLED TO VERIFY NO POTENTIAL UTILITY CONFLICTS EXIST, AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. FACE OF POLES SHALL BE INSTALLED A MINIMUM OF 3 FEET FROM THE FACE OF CURB AT ROADWAY. 25.PROPOSED ELECTRICAL EQUIPMENT SUCH AS JUNCTION BOXES AND CONDUIT ARE SHOWN SCHEMATICALLY AND MAY BE FIELD ADJUSTED TO AVOID CONFLICTS, AS DIRECTED BY THE ENGINEER. 26.NEW VEHICLE SIGNAL HEADS SHALL BE TYPE M MOUNTED ON MAST ARMS WITH PLUMBIZER LOCATED BETWEEN RED AND YELLOW INDICATIONS PER WSDOT STANDARD PLAN J-75.20-01, UNLESS OTHERWISE NOTED.THE CONTRACTOR SHALL VERIFY THAT A MINIMUM OVERHEAD CLEARANCE OF 16'-6" BETWEEN THE BOTTOM OF NEW VEHICLE SIGNAL HEADS AND THE FINISHED ROADWAY IS ACHIEVED. 27.NEW PEDESTRIAN SIGNAL HEADS SHALL BE COUNTDOWN TYPE LED WITH Z CRATE VISORS. 28.NEW SIGNS MOUNTED ON TRAFFIC SIGNAL STANDARDS OR LIGHT STANDARDS SHALL BE INSTALLED PER WSDOT STANDARD PLAN G-30.10-04. 29.NEW MAST ARM-MOUNTED STREET NAME SIGNS SHALL BE PER CITY OF RENTON STANDARD PLAN 132. 30.REFER TO WSDOT STANDARD PLAN J-75.30-02 FOR ADDITIONAL TRAFFIC SIGNAL DETAILS. 31.THE FOLLOWING WSDOT STANDARD PLANS, AVAILABLE AT HTTPS://WSDOT.WA.GOV/DESIGN/STANDARDS/DEFAULT.HTM ARE ADOPTED AS PART OF THESE PLANS: F-10.42.00, F-40.12-03, F-40.15-04, F-45.10-02, G-30.10-04, J-20.10-04 J-20.11-03, J-20.16-02, J-20.20-02, J-20.26-01, J-21.10-04, J-21.15-01, J-21.20-01, J-40.10-04, J-40.30-04, J-50.05-00, J-50.12-02, J-50.15-01, J-50.18-00, J-75.10-02, J-75.20-01, J-75.30-02, M-20.10-03, M-20.20-02, M-24.40-02, M-24.60-04. EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL ( ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT' S CONTRACTOR. 2.THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY ( ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3.THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST- PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4.THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN( S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL ( RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK- OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6.WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF- SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON- SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7.ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/ OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON- SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON- SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8.ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9.THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10.APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON ( OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON ( MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS ( E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13.WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14.ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN ( 7) DAYS. 15.THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16.BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216. 30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17.AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT- LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18.ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19.AREAS DESIGNATED ON THE PLAN( S) CONTAINING EXISTING STORMWATER FACILITIES OR ON- SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20.PRIOR TO THE BEGINNING OF THE WET SEASON ( OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21.PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT- LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON- SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. 08-27-24 Δ Δ PROJECT CL-SW7 NUMBER L1 RADIUS NA LENGTH 300.00 LINE/CHORD DIRECTION S89° 08' 59.14"E BEGIN STATION 500+00.00 BEGIN N/E N: 175904.50, E: 1297112.28 END STATION 503+00.00 END N/E N: 175900.04, E: 1297412.25 500+00 501+00 502+00 503+00 MAGNAIL SET N:175865.0850 E:1297485.8291 MAGNAIL SET N:175871.4580 E:1296955.9136 MONUMENT IN CASE N:175911.0045 E:1296673.7239 MONUMENT IN CASE N:175891.1312 E:1298012.8477L1 AL01 09 ALIGNMENT CONTROL SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC SW 7TH ST UMPQUA BANK RENTON SCHOOL DISTRICT LI N D A V E S W HA R D I E A V E S W 08-27-24 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 30 2 + 0 0 301 + 0 0 1 9 9 + 5 0 2 0 0 + 0 0 20 1 + 0 0 40 1 + 0 0 MONUMENT IN CASE STA. 400+00.16 10.11FT RT N: 175880.5220 E: 1300104.5050 MONUMENT IN CASE STA. 110+48.20 0.00FT LT N: 175880.5830 E: 1300094.3910 MONUMENT IN CASE STA. 110+57.13 65.23FT RT N: 175815.3060 E: 1300102.9910 MONUMENT IN CASE STA. 110+56.17 126.61FT RT N: 175753.9370 E: 1300101.7240 MAGNAIL WASHER SET STA. 110+19.49 61.85FT RT N: 175818.8810 E: 1300065.3700 MONUMENT IN CASE STA. 100+99.98 0.00FT LT N: 175885.3880 E: 1299146.1880 MAGNAIL SET STA. 100+72.10 32.23FT LT N: 175917.7550 E: 1299118.4710 L1 L5 L6 C2 L2 STA. 110+48.20 CL S 7TH ST = STA. 400+00.00 CL SMITHERS AVE S STA. 110+58.21 CL S 7TH ST = STA. 201+63.00 CL TALBOT RD S STA. 201+19.85 CL TALBOT RD S = STA. 300+00.00 CL BURNETT AVE S L4 L 3 C 1 CL-7TH NUMBER L1 RADIUS NA LENGTH 1058.21 LINE/CHORD DIRECTION S89° 42' 34.77"E BEGIN STATION 100+00.00 BEGIN N/E N: 175885.89, E: 1299046.20 END STATION 110+58.21 END N/E N: 175880.53, E: 1300104.40 CL-BUR NUMBER L5 C2 L6 RADIUS NA 98.00 NA LENGTH 64.89 68.91 66.20 LINE/CHORD DIRECTION N72° 30' 18.43"E N52° 21' 40.49"E N32° 13' 02.54"E BEGIN STATION 300+00.00 300+64.89 301+33.80 BEGIN N/E N: 175837.39, E: 1300103.47 N: 175856.90, E: 1300165.35 N: 175898.12, E: 1300218.80 END STATION 300+64.89 301+33.80 302+00.00 END N/E N: 175856.90, E: 1300165.35 N: 175898.12, E: 1300218.80 N: 175954.13, E: 1300254.10 CL-SMI NUMBER L2 RADIUS NA LENGTH 100.00 LINE/CHORD DIRECTION N1° 14' 50.23"E BEGIN STATION 400+00.00 BEGIN N/E N: 175880.58, E: 1300094.39 END STATION 401+00.00 END N/E N: 175980.56, E: 1300096.57 CL-TAL NUMBER L3 C1 L4 RADIUS NA 200.00 NA LENGTH 28.69 119.07 65.25 LINE/CHORD DIRECTION N32° 52' 21.77"W N15° 49' 02.77"W N1° 14' 16.23"E BEGIN STATION 199+50.00 199+78.69 200+97.75 BEGIN N/E N: 175678.33, E: 1300150.54 N: 175702.42, E: 1300134.97 N: 175815.30, E: 1300102.99 END STATION 199+78.69 200+97.75 201+63.00 END N/E N: 175702.42, E: 1300134.97 N: 175815.30, E: 1300102.99 N: 175880.53, E: 1300104.40 AL02 10 ALIGNMENT CONTROL SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC SM I T H E R S A V E S S 7TH ST BU R N E T T A V E S T A L B O T R D S SH A T T U C K A V E S MO S E S L N S AL L E Y WH I T W O R T H L N S P E D E S T R I A N P A T H AL L E Y MO R R I S A V E S AL L E Y 08-27-24 DEMO 01 CONSTRUCTION NOTES ADJUST MANHOLE TO MATCH EXISTING GRADE, PER CITY OF RENTON STD 106, AND REPLACE LID WITH NON-SLIP ADA COMPLIANT LID. REPLACE BROKEN WATER VALVE LID. 27 30 NOTES 1.SEE NT01 FOR GENERAL NOTES & TESC NOTES. 2.SEE LG FOR LEGEND. 3.SEE SHEETS PV01 - PV03 FOR PAVING DETAILS & DIMENSIONS NOT SHOWN HEREIN. RIGHT-OF-WAYCHANNELIZATION FEATURESIGNSIGN (DOUBLE SIDED)SIGN (BUSINESS)CONSTRUCTION NOTESIGN NOTESIGN REMOVAL NOTESIGN RELOCATE NOTESIGN EXISTING TO REMAIN NOTERAISED CROSSING(SEE CHANNELIZATION AND SIGNINGGENERAL NOTE 10) LEGENDEXISTINGPROPOSED##R#RL#EX# EXISTING ROWSAWCUT LINECONCRETE REMOVALASPHALT REMOVALMEDIAN ASPHALT REMOVALCLEAR AND GRUBGRAVEL REMOVAL (MIN 4")CURB REMOVALINLET PROTECTION LEGEND EXISTING ROWSAWCUTSCH80 CONDUITCHAIN LINK FENCEPRIVACY FENCEJUNCTION BOXCONCRETE SIDEWALK(SEE NOTE 4, SHEET PV01)CONCRETE DRIVEWAYASPHALT ROADWAY(SEE NOTE 4, SHEET PV01)DETECTABLE WARNING SURFACESEED & MULCHRAISED CROSSING(SEE DETAIL SHEET PVD05)SEE LANDSCAPING PLANS LEGEND DESCRIPTIONEXISTING SYMBOLPROPOSED SYMBOLRIGHT-OF-WAYCONDUITCONSTRUCTION NOTESIGNAL POLE CONSTRUCTION NOTEWIRE NOTESIGN NOTESIGNAL POLE AND MAST ARMTYPE PS/TYPE 1 SIGNAL STANDARDPEDESTRIAN PUSHBUTTON POSTVEHICLE SIGNAL HEADPEDESTRIAN SIGNAL HEADPEDESTRIAN PUSHBUTTONEMERGENCY VEHICLE PRE-EMPTION (EVP) DETECTORWIRELESS ANTENNAMAST ARM MOUNTED SIGNTRAFFIC SIGNAL CONTROLLER CABINETELECTRICAL SERVICE CABINETJUNCTION BOX, TYPE 1JUNCTION BOX, TYPE 2JUNCTION BOX, TYPE 825-TA VAULTLUMINAIREHYBRID RADAR/VIDEO DETECTION CAMERAAXIS MULTISENSOR PANORAMIC VIDEO DETECTION CAMERARADAR/VIDEO DETECTION ZONE LEGEND DESCRIPTIONEXISTING SYMBOLPROPOSED SYMBOLRIGHT-OF-WAYCONDUITCONSTRUCTION NOTEWIRE NOTEPOLE NOTERRFB (DOUBLE-SIDED)PEDESTRIAN PUSHBUTTON POSTPEDESTRIAN PUSHBUTTONJUNCTION BOX, TYPE 1JUNCTION BOX, TYPE 2ELECTRICAL SERVICE CABINETPEDESTRIAN FLASHING BEACONSTREET LIGHTLEGEND LEGENDEXISTING ROWCONSTRUCTION NOTESIGN NOTEDIRECTION OF TRAVELCHANNELIZATION DEVICE (HIGH VISIBILITY)TEMPORARY SIGN ON PORTABLE CRASHWORTHYSUPPORTSEQUENTIAL ARROW BOARDTYPE 3 BARRICADEWORK AREAPROTECTIVE WORK VEHICLE DESCRIPTIONEXISTING SYMBOLPROPOSED SYMBOLRIGHT-OF-WAYCONDUITCONSTRUCTION NOTEWIRE NOTELUMINAIRE POLE NOTELUMINAIRE POLEROADWAY LUMINAIREPEDESTRIAN LUMIANIREJUNCTION BOX, TYPE 1JUNCTION BOX, TYPE 2JUNCTION BOX, TYPE 8ELECTRICAL SERVICE CABINETLUMINAIRE AND JUNCTION BOX CONCRETE PADIRRIGATION CONTROLLER CABINET LEGEND 27 EXISTING ROW SAWCUT LINE CONCRETE REMOVAL ASPHALT REMOVAL MEDIAN ASPHALT REMOVAL CLEAR AND GRUB GRAVEL REMOVAL (MIN 4") CURB REMOVAL INLET PROTECTION LEGEND DEMO NOTES MASTER LIST DEMO 01 DEMO 03 PAVING NOTES MASTER LIST PAVING 01 PAVING 03 CHANN NOTES MASTER LIST CONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06.CONSTRUCTION NOTESCONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06.CONSTRUCT CEMENT CONCRETE TRAFFIC CURB & GUTTER PER COR STD. PLAN 101,PAVING DETAIL SHEETS PP01 - PP06, AND SHEET RS01 DETAIL A.CONSTRUCT DRIVEWAY PER COR STD. PLAN 104.4, SHEET PVD06.CONSTRUCT TYPE 3 DRIVEWAY PER WSDOT STD. PLAN F-80.10-04, SHEET PVD05.INSTALL TYPE 4 BLACK VINYL COATED 4FT CHAIN LINK FENCE PER WSDOT STD. PLANL-20.10-03, SHEETPVD05.CONSTRUCT PERPENDICULAR CURB RAMP PER WSDOT STD. PLAN F-40.15-04, SHEETPVD05 & PAVING DETAIL SHEETS PVD01 - PVD04.CONSTRUCT PEDESTRIAN REFUGE ISLAND PER DETAIL SHEET PVD07.PROPERTY RESTORATION. INSTALL 6FT WOODEN PRIVACY FENCE PER DETAIL SHEET PVD07. CONSTRUCT RAISED CROSSING PER DETAIL SHEET PVD08. INSTALL TACTILE DIRECTIONAL INDICATOR (TDI). CONSTRUCT BIKE RAMP PER DETAIL SHEETS PVD01 - PVD04. CONSTRUCT COMBINATION CURB RAMP PER CURB RAMP DETAILS & WSDOT STD.PLAN F-40.14-03, SHEETS PVD01 - PVD05INSTALL 2-3" CONDUIT UNDER NEW SIDEWALK PER DETAIL SHEET PVD06.INSTALL TYPE 1 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04, SHEETPVD07. 12 345 6 78 9 10 11 12 1314 15 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB & GUTTER PER COR STD. PLAN 101, PAVINGDETAIL SHEETS PP01 - PP06, AND SHEET RS01 DETAIL A.CONSTRUCT DRIVEWAY PER COR STD. PLAN 104.4, SHEET PVD06. NOTES1.SEE NT01 FOR GENERAL NOTES & TESC NOTES.2.SEE LG FOR LEGEND.3.SEE SHEETS PV01 - PV03 FOR PAVING DETAILS & DIMENSIONS NOT SHOWN HEREIN. PAVING NOTES1.SEE NT01 FOR GENERAL NOTES & TESC NOTES.2.SEE LG FOR LEGEND.3.SEE DM01 - DM02 FOR DEMOLITION LIMITS.4.SEE RS01 FOR TYPICAL SECTIONS.5.SEE EC01 - SD02 FOR DRAINAGE DETAILS.6.SEE DET01 FOR STANDARD PLANS & DETAILS.7.8.9.10. NOTES1.SEE SHEET CH01 FOR CHANNELIZATION AND SIGNING GENERAL NOTES AND SHEETLG FOR LEGEND.2.SEE SHEET CH06 FOR SIGN SCHEDULE AND LEGEND.3.SEE SHEETS CH08 AND CH09 FOR CHANNELIZATION DETAILS.4.NORTHINGS AND EASTINGS FOR MARKINGS ARE ROUNDED TO PROVIDEAPPROXIMATE LOCATION. SEE DETAILS ON CH08 AND CH09 FOR SPECIFICDIMENSIONAL REQUIREMENTS OF MARKING PLACEMENT.5.SEE SHEETS EL01 TO EL02 FOR RECTANGULAR RAPID FLASHING BEACON (RRFB)PLAN AND DETAILS. 6. 7.8.9.10.10. CONSTRUCT TYPE 3 DRIVEWAY PER WSDOT STD. PLAN F-80.10-04, SHEET PVD05.INSTALL TYPE 4 BLACK VINYL COATED 4FT CHAIN LINK FENCE PER WSDOT STD. PLAN L-20.10-03, SHEETPVD05. CONSTRUCTION NOTES INSTALL STORM DRAIN INLET PROTECTION PER CITY OF RENTON STD. PLAN 216.30. EXISTING LUMINAIRE TO BE RELOCATED PER SHEET SG02.ADJUST WATER VALVE TO FINAL GRADE PER CITY OF RENTON STD. 330.7.GAS VALVE TO BE ADJUSTED BY OTHERS.ADJUST MANHOLE TO FINAL GRADE.SIGNAL EQUIPMENT. SEE SHEET SG01-SG05 FOR DETAILS.EXISTING UTILITY POLE TO BE RELOCATED BY OTHERS. EXISTING TELEPHONE PEDESTAL TO BE RELOCATED BY OTHERS. REMOVE PRIVATE BUSINESS SIGN. SEE SHEETS CH01 - CH06 FOR DETAILS. EXISTING SIGN. SEE SHEETS CH01 - CH06 FOR DETAILS. ADJUST MONITORING WELL TO FINAL GRADE. ADJUST UTILITY LID TO FINAL GRADE. ADJUST WATER METER TO FINAL GRADE. ADJUST IRRIGATION CONTROL VALVE TO FINAL GRADE. CITY SURVEY MONUMENT SHALL NOT BE DISTURBED/DESTROYED.REMOVE EXISTING DELINEATORS.PROTECT EXISTING TREE PER DETAIL SHEET DM06.REMOVE EXISTING TREE.PROTECT EXISTING FIRE HYDRANT.PROTECT EXISTING FENCE.REMOVE EXISTING FENCE. PROTECT EXISTING LUMINAIRE POLE. REMOVE EXISTING CROSSWALK. REMOVE EXISTING RAISED PAVEMENT MARKERS. REMOVE EXISTING STOP BAR. REMOVE EXISTING CHAN SYMBOL. ADJUST MANHOLE TO MATCH EXISTING GRADE, PER CITY OF RENTON STD 106, ANDREPLACE LID WITH NON-SLIP ADA COMPLIANT LID.REPLACE LID WITH NON-SLIP ADA COMPLIANT LID.PLANE 2FT TO 3FT OF ASPHALT ADJACENT TO CATCH BASIN TO REDUCE ASPHALTLIP TO LESS THAN 0.5IN. REPLACE GRATE WITH RECTANGULAR VANED GATE PERCITY OF RENTON STANDARD 204.2 WHERE NECESSARY.REPLACE BROKEN WATER VALVE LID. REPLACE BROKEN GAS VALVE LID. COORDINATE WITH PSE.ADJUST MONUMENT CASE AND COVER.EXISTING STORM DRAIN SYSTEM. SEE SHEETS SD01 - SD05 FOR DETAILS.ADJUST MANHOLE TO MATCH FINAL GRADE, PER CITY OF RENTON STD 106, ANDREPLACE LID WITH NON-SLIP ADA COMPLIANT LID. 1 234567 8 9 10 11 12 13 14 15161718192021 22 23 24 25 26 2728 29 30 31323334 EXISTING LUMINAIRE TO BE RELOCATED PER SHEET SG02.ADJUST WATER VALVE TO FINAL GRADE PER CITY OF RENTON STD. 330.7. CHAN 01 CHAN 02CONSTRUCTION NOTES INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) DOUBLEYELLOW CENTER LINE WITH SUPPLEMENTAL YELLOW TYPE 2 RAISED PAVEMENTMARKERS (RPMS) IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109AND WSDOT STANDARD PLANS M-20.20-02 AND M-20.30-04.INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” YELLOWDOTTED EXTENSION LINE WITH SUPPLEMENTAL YELLOW TYPE 2 RAISED PAVEMENTMARKERS (RPMS) IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109AND WSDOT STANDARD PLANS M-20.20-02 AND M-20.30-04.INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITE EDGELINE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOTSTANDARD PLAN M-20.20-02.INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 8” WHITE WIDESOLID LANE LINE WITH SUPPLEMENTAL WHITE TYPE 2 RAISED PAVEMENT MARKERSIN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOTSTANDARD PLANS M-20.20-02 AND M-20.30-04.INSTALL WHITE THERMOPLASTIC 16” STOP LINE 30' AWAY FROM EDGE OFCROSSWALK IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND 127.INSTALL NEW SIGN(S) IN ACCORDANCE WITH CITY OF RENTON STANDARDS, SEESHEETS EL01 AND EL02.REMOVE EXISTING SIGN(S) AND POST, SEE SHEETS EL01 AND EL02.INSTALL WHITE THERMOPLASTIC TYPE 2SR (RIGHT) TRAFFIC ARROW INACCORDANCE WITH WSDOT STANDARD PLAN M-24.20-02.INSTALL WHITE THERMOPLASTIC TYPE 1S TRAFFIC ARROW IN ACCORDANCE WITHWSDOT STANDARD PLAN M-24.20-02.INSTALL WHITE THERMOPLASTIC SHARED LANE MARKING PER DETAIL A ON SHEETCH08.INSTALL BIKE LANE CROSSING PER DETAIL C ON SHEET CH08.INSTALL WHITE THERMOPLASTIC PIANO STYLE CROSSWALK MARKINGS INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 127.INSTALL WHITE THERMOPLASTIC 16” STOP LINE IN ACCORDANCE WITH CITY OFRENTON STANDARD PLAN 109 AND 128.INSTALL BICYCLE DETECTION MARKING PER DETAIL B ON SHEET CH08.INSTALL BIKE DOT MARKING PER DETAIL F ON SHEET CH09.INSTALL WHITE TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITHRETROREFLECTIVE BANDS, SEE DETAIL D ON SHEET CH08.INSTALL WHITE THERMOPLASTIC SPEED BUMP SYMBOL IN ACCORDANCE WITHWSDOT STANDARD PLAN M-24.60-04.INSTALL WHITE TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITHRETROREFLECTIVE BANDS WITHIN BUFFER WITH DIAGONAL CROSSHATCHMARKING, SEE DETAIL E ON SHEET CH09.MAINTAIN AND PROTECT EXISTING SIGN(S) AND POST.REMOVE EXISTING SIGN(S) AND POST.RELOCATE EXISTING SIGN(S) TO NEW METAL POST ON LOCATION SHOWN IN SIGNSCHEDULE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 129.INSTALL NEW SIGN(S) ON METAL POST IN ACCORDANCE WITH CITY OF RENTONSTANDARD PLAN 129.INSTALL NEW SIGN(S) ON EXISTING METAL POST IN ACCORDANCE WITH CITY OFRENTON STANDARD PLAN 129.REMOVE EXISTING SIGN(S). POST TO REMAIN. INSTALL BIKE BOX PER DETAIL G ON SHEET CH09.INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITEDOTTED EXTENSION LINE WITH SUPPLEMENTAL WHITE TYPE 2 RAISED PAVEMENTMARKERS (RPMS) IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109AND WSDOT STANDARD PLANS M-20.20-02 AND M-20.30-04.INSTALL YELLOW TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITHRETROREFLECTIVE BANDS, SEE DETAIL D ON SHEET CH08. SPACE ATAPPROXIMATELY 8' POST-TO-POST UNLESS OTHERWISE INDICATED.NOT USED 1 2 3 4 5 6 78 9 10 1112 13 141516 17 18 192021 22 23 24 2526 27 28 INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) DOUBLE YELLOW CENTERLINE WITH SUPPLEMENTAL YELLOW TYPE 2 RAISED PAVEMENT MARKERS (RPMS) INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANSM-20.20-02 AND M-20.30-04. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” YELLOW DOTTEDEXTENSION LINE WITH SUPPLEMENTAL YELLOW TYPE 2 RAISED PAVEMENT MARKERS (RPMS)IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANSM-20.20-02 AND M-20.30-04. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITE EDGE LINE INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANM-20.20-02. REMOVE EXISTING SIGN(S) AND POST, SEE SHEETS EL01 AND EL02. INSTALL WHITE THERMOPLASTIC TYPE 2SR (RIGHT) TRAFFIC ARROW IN ACCORDANCE WITHWSDOT STANDARD PLAN M-24.20-02.INSTALL WHITE THERMOPLASTIC TYPE 1S TRAFFIC ARROW IN ACCORDANCE WITH WSDOTSTANDARD PLAN M-24.20-02. INSTALL WHITE THERMOPLASTIC SPEED BUMP SYMBOL IN ACCORDANCE WITH WSDOTSTANDARD PLAN M-24.60-04. INSTALL WHITE THERMOPLASTIC PIANO STYLE CROSSWALK MARKINGS IN ACCORDANCE WITHCITY OF RENTON STANDARD PLAN 127.INSTALL WHITE THERMOPLASTIC 16” STOP LINE IN ACCORDANCE WITH CITY OF RENTONSTANDARD PLAN 109 AND 128. INSTALL BIKE LANE CROSSING PER DETAIL C ON SHEET CH08. GAS VALVE TO BE ADJUSTED BY OTHERS.ADJUST MANHOLE TO FINAL GRADE.SIGNAL EQUIPMENT. SEE SHEET SG01-SG05 FOR DETAILS.EXISTING UTILITY POLE TO BE RELOCATED BY OTHERS.EXISTING TELEPHONE PEDESTAL TO BE RELOCATED BY OTHERS. REMOVE PRIVATE BUSINESS SIGN. SEE SHEETS CH01 - CH06 FOR DETAILS. EXISTING SIGN. SEE SHEETS CH01 - CH06 FOR DETAILS. ADJUST MONITORING WELL TO FINAL GRADE. ADJUST UTILITY LID TO FINAL GRADE. ADJUST WATER METER TO FINAL GRADE. ADJUST IRRIGATION CONTROL VALVE TO FINAL GRADE. CITY SURVEY MONUMENT SHALL NOT BE DISTURBED/DESTROYED.REMOVE EXISTING DELINEATORS. INSTALL STORM DRAIN INLET PROTECTION PER CITY OF RENTON STD. PLAN 216.30. PROTECT EXISTING TREE PER DETAIL SHEET DM06.REMOVE EXISTING TREE.PROTECT EXISTING FIRE HYDRANT.PROTECT EXISTING FENCE.REMOVE EXISTING FENCE. CONSTRUCTION NOTES INSTALL STORM DRAIN INLET PROTECTION PER CITY OF RENTON STD. PLAN 216.30. EXISTING LUMINAIRE TO BE RELOCATED PER SHEET SG02.ADJUST WATER VALVE TO FINAL GRADE PER CITY OF RENTON STD. 330.7.SIGNAL EQUIPMENT. SEE SHEET SG01-SG05 FOR DETAILS.EXISTING UTILITY POLE TO BE RELOCATED BY OTHERS.EXISTING TELEPHONE PEDESTAL TO BE RELOCATED BY OTHERS.REMOVE PRIVATE BUSINESS SIGN. SEE SHEETS CH01 - CH06 FOR DETAILS. EXISTING SIGN. SEE SHEETS CH01 - CH06 FOR DETAILS. ADJUST UTILITY LID TO FINAL GRADE. ADJUST WATER METER TO FINAL GRADE. ADJUST IRRIGATION CONTROL VALVE TO FINAL GRADE. CITY SURVEY MONUMENT SHALL NOT BE DISTURBED/DESTROYED. PROTECT EXISTING TREE PER DETAIL SHEET DM06. REMOVE EXISTING TREE. PROTECT EXISTING FIRE HYDRANT.PROTECT EXISTING FENCE.REMOVE EXISTING FENCE.REMOVE EXISTING CROSSWALK.REMOVE EXISTING RAISED PAVEMENT MARKERS.REMOVE EXISTING STOP BAR.ADJUST MANHOLE TO MATCH EXISTING GRADE, PER CITY OF RENTON STD 106, ANDREPLACE LID WITH NON-SLIP ADA COMPLIANT LID.REPLACE LID WITH NON-SLIP ADA COMPLIANT LID. EXISTING STORM DRAIN SYSTEM. SEE SHEETS SD01 - SD05 FOR DETAILS.ADJUST MANHOLE TO MATCH FINAL GRADE, PER CITY OF RENTON STD 106, ANDREPLACE LID WITH NON-SLIP ADA COMPLIANT LID. 1 236789 10 12 13 14 15 17 18 19202123242527 28 3334 CONSTRUCTION NOTES INSTALL STORM DRAIN INLET PROTECTION PER CITY OF RENTON STD. PLAN 216.30. ADJUST WATER VALVE TO FINAL GRADE PER CITY OF RENTON STD. 330.7.GAS VALVE TO BE ADJUSTED BY OTHERS.ADJUST MANHOLE TO FINAL GRADE.EXISTING UTILITY POLE TO BE RELOCATED BY OTHERS.EXISTING SIGN. SEE SHEETS CH01 - CH06 FOR DETAILS.ADJUST UTILITY LID TO FINAL GRADE. CITY SURVEY MONUMENT SHALL NOT BE DISTURBED/DESTROYED. REMOVE EXISTING DELINEATORS. REMOVE EXISTING TREE. PROTECT EXISTING FIRE HYDRANT. REMOVE EXISTING FENCE. REMOVE EXISTING RAISED PAVEMENT MARKERS. REMOVE EXISTING STOP BAR. ADJUST MONUMENT CASE AND COVER.EXISTING STORM DRAIN SYSTEM. SEE SHEETS SD01 - SD05 FOR DETAILS. 1 34571012 15 16 18 19 21 24 25 3233 INSTALL BIKE DOT MARKING PER DETAIL F ON SHEET CH09.INSTALL WHITE TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITHRETROREFLECTIVE BANDS, SEE DETAIL D ON SHEET CH08. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 8” WHITE WIDE SOLID LANELINE WITH SUPPLEMENTAL WHITE TYPE 2 RAISED PAVEMENT MARKERS IN ACCORDANCE WITHCITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANS M-20.20-02 ANDM-20.30-04. INSTALL WHITE TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITHRETROREFLECTIVE BANDS WITHIN BUFFER WITH DIAGONAL CROSSHATCH MARKING, SEEDETAIL E ON SHEET CH09. MAINTAIN AND PROTECT EXISTING SIGN(S) AND POST. REMOVE EXISTING SIGN(S) AND POST. INSTALL NEW SIGN(S) ON METAL POST IN ACCORDANCE WITH CITY OF RENTON STANDARDPLAN 129. INSTALL NEW SIGN(S) ON EXISTING METAL POST IN ACCORDANCE WITH CITY OF RENTONSTANDARD PLAN 129. RELOCATE EXISTING SIGN(S) TO NEW METAL POST ON LOCATION SHOWN IN SIGN SCHEDULE INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 129. CHAN 03 CHAN 04 CHAN 05 CONSTRUCT PERPENDICULAR CURB RAMP PER WSDOT STD. PLAN F-40.15-04, SHEET PVD05 &PAVING DETAIL SHEETS PVD01 - PVD04. TRAFFIC SIGNAL NOTES MASTER LISTCONSTRUCTION NOTESREMOVE EXISTING POLE AND ALL ASSOCIATED EQUIPMENT AND SALVAGE TO THECITY OF RENTON. REMOVE EXISTING FOUNDATION, CONDUIT UPSWEEPS, ANDASSOCIATED WIRING. BACKFILL AND COMPACT VOIDS.INTERCEPT EXISTING CONDUIT. FOLD BACK EXISTING CONDUCTOR TO NEARESTJUNCTION BOX. RE-ROUTE EXISTING CONDUCTOR THROUGH EXISTING AND NEWCONDUIT. RE-TERMINATE EXISTING CONDUCTOR. 1 2 REMOVE EXISTING POLE AND ALL ASSOCIATED EQUIPMENT AND SALVAGE TO THE CITY OFRENTON. REMOVE EXISTING FOUNDATION, CONDUIT UPSWEEPS, AND ASSOCIATED WIRING.BACKFILL AND COMPACT VOIDS. INTERCEPT EXISTING CONDUIT. FOLD BACK EXISTING CONDUCTOR TO NEAREST JUNCTIONBOX. RE-ROUTE EXISTING CONDUCTOR THROUGH EXISTING AND NEW CONDUIT.RE-TERMINATE EXISTING CONDUCTOR. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITE EDGE LINE WITHSUPPLEMENTAL WHITE TYPE 2 RAISED PAVEMENT MARKERS (RPMS) IN ACCORDANCE WITHCITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANS M-20.10-03 ANDM-20.30-04. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITE DOTTEDEXTENSION LINE WITH SUPPLEMENTAL WHITE TYPE 2 RAISED PAVEMENT MARKERS (RPMS) INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANSM-20.10-03 AND M-20.30-04.INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” YELLOW DOTTEDEXTENSION LINE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOTSTANDARD PLANS M-20.10-03. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” YELLOW DOTTED LANELINE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARDPLANS M-20.10-03. HELLLO INSTALL WHITE THERMOPLASTIC TYPE 2SR (RIGHT) TRAFFIC ARROW IN ACCORDANCE WITHWSDOT STANDARD PLAN M-24.20-02.INSTALL WHITE THERMOPLASTIC TYPE 4S TRAFFIC ARROW IN ACCORDANCE WITH WSDOTSTANDARD PLAN M-24.20-02. INSTALL WHITE THERMOPLASTIC SPEED BUMP SYMBOL IN ACCORDANCE WITH WSDOTSTANDARD PLAN M-24.60-04. INSTALL WHITE THERMOPLASTIC PIANO STYLE CROSSWALK MARKINGS IN ACCORDANCE WITHCITY OF RENTON STANDARD PLAN 127.INSTALL WHITE THERMOPLASTIC 18” STOP LINE IN ACCORDANCE WITH CITY OF RENTONSTANDARD PLAN 109 AND WSDOT STANDARD PLAN M-24.60-04. INSTALL WHITE THERMOPLASTIC PARALLEL STYLE CROSSWALK MARKINGS IN ACCORDANCEWITH THE CITY OF RENTON STANDARD PLAN 128. INSTALL THERMOPLASTIC BIKE LANE CROSSING WITH BIKE LANE SYMBOLS PER DETAIL A ONSHEET CH03. INSTALL WHITE THERMOPLASTIC BICYCLE LANE SYMBOL IN ACCORDANCE WITH WSDOTSTANDARD PLAN M-9.50-02. INSTALL WHITE THERMOPLASTIC 8” DIAGONAL CROSSHATCH MARKING IN ACCORDANCE WITHWSDOT STANDARD PLAN M-24.60-04. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 8” WHITE WIDE SOLID LANELINE WITH SUPPLEMENTAL WHITE TYPE 2 RAISED PAVEMENT MARKERS (RPMS) INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANSM-20.10-03 AND M-20.30-04. INSTALL THERMOPLASTIC BIKE LANE CROSSING PER DETAIL B ON SHEET CH03. MAINTAIN AND PROTECT EXISTING SIGN(S) AND POST. REMOVE EXISTING SIGN(S) AND POST. INSTALL NEW SIGN(S) ON METAL POST. INSTALL NEW SIGN(S) ON EXISTING METAL POST. RELOCATE EXISTING SIGN(S) AND POST TO NEW LOCATION SHOWN IN SIGN SCHEDULE. INSTALL NEW SIGN(S) IN ACCORDANCE WITH CITY OF RENTON STANDARDS, SEE SHEETS EL01AND EL02. INSTALL BICYCLE DETECTION MARKING PER DETAIL B ON SHEET CH08. CONSTRUCTION NOTESRECONFIGURE VIDEO DETECTION ZONE(S) WITHIN EXISTING TRAFFIC SIGNALCONTROLLER CABINET TO INCLUDE NEW BICYCLE DETECTION ZONES FOR THEEASTBOUND AND WESTBOUND APPROACHES.1 CONSTRUCTION NOTES INSTALL STORM DRAIN INLET PROTECTION PER CITY OF RENTON STD. PLAN 216.30. GAS VALVE TO BE ADJUSTED BY OTHERS.SIGNAL EQUIPMENT. SEE SHEET SG01-SG05 FOR DETAILS.PROTECT EXISTING LUMINAIRE POLE.REMOVE EXISTING CROSSWALK.ADJUST MANHOLE TO MATCH EXISTING GRADE, PER CITY OF RENTON STD 106, ANDREPLACE LID WITH NON-SLIP ADA COMPLIANT LID.PLANE 2FT TO 3FT OF ASPHALT ADJACENT TO CATCH BASIN TO REDUCE ASPHALTLIP TO LESS THAN 0.5IN. REPLACE GRATE WITH RECTANGULAR VANED GATE PERCITY OF RENTON STANDARD 204.2 WHERE NECESSARY.REPLACE BROKEN GAS VALVE LID. COORDINATE WITH PSE. 1 46222327 29 31 DEMO 02 CONSTRUCT PEDESTRIAN REFUGE ISLAND PER DETAIL SHEET PVD07. CONSTRUCTION NOTESCONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06.CONSTRUCT CEMENT CONCRETE TRAFFIC CURB & GUTTER PER COR STD. PLAN 101,PAVING DETAIL SHEETS PP01 - PP06, AND SHEET RS01 DETAIL A.CONSTRUCT PEDESTRIAN REFUGE ISLAND PER DETAIL SHEET PVD07.CONSTRUCT COMBINATION CURB RAMP PER CURB RAMP DETAILS & WSDOT STD.PLAN F-40.14-03, SHEETS PVD01 - PVD05 12 713 CONSTRUCTION NOTESCONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06.CONSTRUCT CEMENT CONCRETE TRAFFIC CURB & GUTTER PER COR STD. PLAN 101,PAVING DETAIL SHEETS PP01 - PP06, AND SHEET RS01 DETAIL A.CONSTRUCT DRIVEWAY PER COR STD. PLAN 104.4, SHEET PVD06.INSTALL TYPE 4 BLACK VINYL COATED 4FT CHAIN LINK FENCE PER WSDOT STD. PLANL-20.10-03, SHEETPVD05. CONSTRUCT PERPENDICULAR CURB RAMP PER WSDOT STD. PLAN F-40.15-04, SHEETPVD05 & PAVING DETAIL SHEETS PVD01 - PVD04.INSTALL TACTILE DIRECTIONAL INDICATOR (TDI).CONSTRUCT BIKE RAMP PER DETAIL SHEETS PVD01 - PVD04.INSTALL 2-3" CONDUIT UNDER NEW SIDEWALK PER DETAIL SHEET PVD06.INSTALL TYPE 1 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04, SHEETPVD07. 12 35 6111214 15 CONSTRUCTION NOTESCONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06.CONSTRUCT CEMENT CONCRETE TRAFFIC CURB & GUTTER PER COR STD. PLAN 101,PAVING DETAIL SHEETS PP01 - PP06, AND SHEET RS01 DETAIL A.CONSTRUCT DRIVEWAY PER COR STD. PLAN 104.4, SHEET PVD06.CONSTRUCT TYPE 3 DRIVEWAY PER WSDOT STD. PLAN F-80.10-04, SHEET PVD05.INSTALL TYPE 4 BLACK VINYL COATED 4FT CHAIN LINK FENCE PER WSDOT STD. PLANL-20.10-03, SHEETPVD05.CONSTRUCT PERPENDICULAR CURB RAMP PER WSDOT STD. PLAN F-40.15-04, SHEETPVD05 & PAVING DETAIL SHEETS PVD01 - PVD04.INSTALL 6FT WOODEN PRIVACY FENCE PER DETAIL SHEET PVD07.CONSTRUCT RAISED CROSSING PER DETAIL SHEET PVD08.INSTALL TACTILE DIRECTIONAL INDICATOR (TDI). CONSTRUCT BIKE RAMP PER DETAIL SHEETS PVD01 - PVD04. INSTALL 2-3" CONDUIT UNDER NEW SIDEWALK PER DETAIL SHEET PVD06.INSTALL TYPE 1 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04, SHEETPVD07. 12 34 5 6910 11 12 14 15 PAVING 02 REMOVE EXISTING SIGN(S). POST TO REMAIN. INSTALL WHITE THERMOPLASTIC SHARED LANE MARKING PER DETAIL A ON SHEET CH08. INSTALL WHITE THERMOPLASTIC 16” STOP LINE 30' AWAY FROM EDGE OF CROSSWALK INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND 127. CONSTRUCTION NOTES INSTALL WHITE THERMOPLASTIC SHARED LANE MARKING PER DETAIL A ON SHEETCH08.INSTALL NEW SIGN(S) ON METAL POST IN ACCORDANCE WITH CITY OF RENTONSTANDARD PLAN 129. 10 22 INSTALL BIKE BOX PER DETAIL G ON SHEET CH09. CONSTRUCTION NOTES INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) DOUBLEYELLOW CENTER LINE WITH SUPPLEMENTAL YELLOW TYPE 2 RAISED PAVEMENTMARKERS (RPMS) IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109AND WSDOT STANDARD PLANS M-20.20-02 AND M-20.30-04.INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITE EDGELINE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOTSTANDARD PLAN M-20.20-02.INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 8” WHITE WIDESOLID LANE LINE WITH SUPPLEMENTAL WHITE TYPE 2 RAISED PAVEMENT MARKERSIN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOTSTANDARD PLANS M-20.20-02 AND M-20.30-04.INSTALL WHITE THERMOPLASTIC SHARED LANE MARKING PER DETAIL A ON SHEETCH08.INSTALL BIKE LANE CROSSING PER DETAIL C ON SHEET CH08. INSTALL WHITE THERMOPLASTIC PIANO STYLE CROSSWALK MARKINGS INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 127.INSTALL WHITE THERMOPLASTIC 16” STOP LINE IN ACCORDANCE WITH CITY OFRENTON STANDARD PLAN 109 AND 128.INSTALL BIKE DOT MARKING PER DETAIL F ON SHEET CH09. INSTALL WHITE TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITHRETROREFLECTIVE BANDS, SEE DETAIL D ON SHEET CH08. INSTALL WHITE TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITHRETROREFLECTIVE BANDS WITHIN BUFFER WITH DIAGONAL CROSSHATCHMARKING, SEE DETAIL E ON SHEET CH09.MAINTAIN AND PROTECT EXISTING SIGN(S) AND POST.REMOVE EXISTING SIGN(S) AND POST.RELOCATE EXISTING SIGN(S) TO NEW METAL POST ON LOCATION SHOWN IN SIGNSCHEDULE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 129.INSTALL NEW SIGN(S) ON METAL POST IN ACCORDANCE WITH CITY OF RENTONSTANDARD PLAN 129.INSTALL BIKE BOX PER DETAIL G ON SHEET CH09. 1 3 4 10 11 12 13 15 16 18 192021 22 25 INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITE DOTTEDEXTENSION LINE WITH SUPPLEMENTAL WHITE TYPE 2 RAISED PAVEMENT MARKERS (RPMS) INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANSM-20.20-02 AND M-20.30-04. PROTECT EXISTING LUMINAIRE POLE. REMOVE EXISTING CROSSWALK. INSTALL YELLOW TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITHRETROREFLECTIVE BANDS, SEE DETAIL D ON SHEET CH08. SPACE AT APPROXIMATELY 8'POST-TO-POST UNLESS OTHERWISE INDICATED. REMOVE EXISTING RAISED PAVEMENT MARKERS. REMOVE EXISTING STOP BAR. REMOVE EXISTING CHAN SYMBOL. DEMO 04 PROPERTY RESTORATION.INSTALL 6FT WOODEN PRIVACY FENCE PER DETAIL SHEET PVD07. CONSTRUCT RAISED CROSSING PER DETAIL SHEET PVD08. INSTALL TACTILE DIRECTIONAL INDICATOR (TDI). CONSTRUCT BIKE RAMP PER DETAIL SHEETS PVD01 - PVD04. ADJUST MANHOLE TO MATCH EXISTING GRADE, PER CITY OF RENTON STD 106, AND REPLACELID WITH NON-SLIP ADA COMPLIANT LID.REPLACE LID WITH NON-SLIP ADA COMPLIANT LID. CONSTRUCTION NOTES ADJUST MANHOLE TO MATCH EXISTING GRADE, PER CITY OF RENTON STD 106, ANDREPLACE LID WITH NON-SLIP ADA COMPLIANT LID.REPLACE BROKEN WATER VALVE LID. 27 30 DEMO 05 TCP NOTES MASTER LIST TC01 TC03CONSTRUCTION NOTESINSTALL TYPE 3 BARRICADE PER MUTCD 11TH EDITION, CHAPTER 6. MOUNT SIGNTO TYPE 3 BARRICADE. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” YELLOWDOTTED EXTENSION LINE WITH SUPPLEMENTAL YELLOW TYPE 2 RAISED PAVEMENTMARKERS (RPMS) IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109AND WSDOT STANDARD PLANS M-20.20-02 AND M-20.30-04.INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITE EDGELINE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOTSTANDARD PLAN M-20.20-02.INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 8” WHITE WIDESOLID LANE LINE WITH SUPPLEMENTAL WHITE TYPE 2 RAISED PAVEMENT MARKERSIN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOTSTANDARD PLANS M-20.20-02 AND M-20.30-04.INSTALL WHITE THERMOPLASTIC 16” STOP LINE 30' AWAY FROM EDGE OFCROSSWALK IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND 127.INSTALL NEW SIGN(S) IN ACCORDANCE WITH CITY OF RENTON STANDARDS, SEESHEETS EL01 AND EL02.REMOVE EXISTING SIGN(S) AND POST, SEE SHEETS EL01 AND EL02. INSTALL WHITE THERMOPLASTIC TYPE 2SR (RIGHT) TRAFFIC ARROW INACCORDANCE WITH WSDOT STANDARD PLAN M-24.20-02.INSTALL WHITE THERMOPLASTIC TYPE 1S TRAFFIC ARROW IN ACCORDANCE WITHWSDOT STANDARD PLAN M-24.20-02.INSTALL WHITE THERMOPLASTIC SHARED LANE MARKING PER DETAIL A ON SHEETCH08.INSTALL BIKE LANE CROSSING PER DETAIL C ON SHEET CH08. INSTALL WHITE THERMOPLASTIC PIANO STYLE CROSSWALK MARKINGS INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 127.NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES.2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES.3.DETOUR SIGN LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. EXACTLOCATION SHALL BE AS APPROVED BY THE ENGINEER.4.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FORPEDESTRIAN TRAFFIC CONTROL.5.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FORPEDESTRIAN TRAFFIC CONTROL.6.SEE DETAIL F ON SHEET TCD03 FOR ADDITIONAL SIDEWALK DETOUR DETAILS.7.PLACE SIGN 100FT FROM STOP BAR.8.CLOSE OUTER LANE AS REQUIRED FOR INSTALLATION OF PAVEMENT MARKINGS.SEE SHEET TCD01 FOR DETAILS.9.MAINTAIN ACCESS TO SIDE STREETS AND DRIVEWAYS AT ALL TIMES. SEE DETAIL AON SHEET TCD01 FOR DETAILS.10.PHASE OUTER AND INNER LANE CLOSURES AS REQUIRED FOR CONSTRUCTION OFSIGNALIZED PEDESTRIAN CROSSING. SEE SHEET TCD02 FOR DETAILS.11.SEE SHEET TCD03 FOR PEDESTRIAN DETOUR DETAILS.12.PHASE LANE CLOSURES AS REQUIRED TO MAINTAIN TRAFFIC FLOW DURINGINSTALLATION OF CROSSWALK MARKINGS.13.SEE SHEET TC07 FOR STAGE 2 DETOUR ROUTE.14.SEE SHEET TC05 FOR STAGE 3 DETOUR ROUTE.SEE SHEET TC06 FOR STAGE 2 TRAFFIC CONTROL PLAN.SEE SHEET TC04 FOR STAGE 3 TRAFFIC CONTROL PLAN. 1 2 3 4 5 6 7 8 9 10 11 12 INSTALL TYPE 3 BARRICADE PER MUTCD 11TH EDITION, CHAPTER 6. MOUNT SIGN TO TYPE 3BARRICADE. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” YELLOW DOTTEDEXTENSION LINE WITH SUPPLEMENTAL YELLOW TYPE 2 RAISED PAVEMENT MARKERS (RPMS)IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANSM-20.20-02 AND M-20.30-04. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITE EDGE LINE INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANM-20.20-02. INSTALL WHITE THERMOPLASTIC TYPE 2SL (LEFT) TRAFFIC ARROW IN ACCORDANCE WITHWSDOT STANDARD PLAN M-24.20-02.INSTALL WHITE THERMOPLASTIC TYPE 2SR (RIGHT) TRAFFIC ARROW IN ACCORDANCE WITHWSDOT STANDARD PLAN M-24.20-02.INSTALL WHITE THERMOPLASTIC TYPE 1S TRAFFIC ARROW IN ACCORDANCE WITH WSDOTSTANDARD PLAN M-24.20-02. SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FOR PEDESTRIANTRAFFIC CONTROL. INSTALL WHITE THERMOPLASTIC PIANO STYLE CROSSWALK MARKINGS IN ACCORDANCE WITHCITY OF RENTON STANDARD PLAN 127. INSTALL BIKE LANE CROSSING PER DETAIL C ON SHEET CH08. SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES.DETOUR SIGN LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. EXACT LOCATIONSHALL BE AS APPROVED BY THE ENGINEER. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 8” WHITE WIDE SOLID LANELINE WITH SUPPLEMENTAL WHITE TYPE 2 RAISED PAVEMENT MARKERS (RPMS) INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANSM-20.20-02 AND M-20.30-04. SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FOR PEDESTRIANTRAFFIC CONTROL.SEE DETAIL F ON SHEET TCD03 FOR ADDITIONAL SIDEWALK DETOUR DETAILS. PLACE SIGN 100FT FROM STOP BAR. MAINTAIN ACCESS TO SIDE STREETS AND DRIVEWAYS AT ALL TIMES. SEE DETAIL A ON SHEETTCD01 FOR DETAILS. PHASE OUTER AND INNER LANE CLOSURES AS REQUIRED FOR CONSTRUCTION OF SIGNALIZEDPEDESTRIAN CROSSING. SEE SHEET TCD02 FOR DETAILS. CLOSE OUTER LANE AS REQUIRED FOR INSTALLATION OF PAVEMENT MARKINGS. SEE SHEETTCD01 FOR DETAILS. TC04 TC05 TC06 INSTALL COMBINED SHARED LANE MARKING AND TYPE 2SR (RIGHT) TRAFFIC ARROW PERDETAIL E ON SHEET CH08. SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES. SEE SHEET TCD03 FOR PEDESTRIAN DETOUR DETAILS. INSTALL WHITE THEMOPLASTIC SHARED LANE MARKING WITH GREEN METHYL METHACRYLATE(MMA) BACKGROUND PER DETAIL A ON SHEET CH08. INSTALL COMBINED SHARED LANE MARKING AND TYPE 3SR (THRU/RIGHT) TRAFFIC ARROWPER DETAIL D ON SHEET CH08. PHASE LANE CLOSURES AS REQUIRED TO MAINTAIN TRAFFIC FLOW DURING INSTALLATION OFCROSSWALK MARKINGS.SEE SHEET TC07 FOR STAGE 2 DETOUR ROUTE.SEE SHEET TC05 FOR STAGE 3 DETOUR ROUTE. CONSTRUCTION NOTESINSTALL TYPE 3 BARRICADE PER MUTCD 11TH EDITION, CHAPTER 6. MOUNT SIGNTO TYPE 3 BARRICADE. INSTALL WHITE THERMOPLASTIC SHARED LANE MARKING PER DETAIL A ON SHEETCH08.INSTALL BICYCLE DETECTION MARKING PER DETAIL B ON SHEET CH08. INSTALL NEW SIGN(S) ON METAL POST IN ACCORDANCE WITH CITY OF RENTONSTANDARD PLAN 129.INSTALL YELLOW TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITHRETROREFLECTIVE BANDS, SEE DETAIL D ON SHEET CH08. SPACE ATAPPROXIMATELY 8' POST-TO-POST UNLESS OTHERWISE INDICATED. 1 10 14 22 27 NOTES1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES, LEGEND AND TRAFFICCONTROL TABLES.2.SEE SHEET TC06 FOR STAGE 1 DETOUR ROUTE.3.DETOUR SIGN LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. EXACTLOCATION SHALL BE AS APPROVED BY THE ENGINEER.4.CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS ON EXISTING SIDEWALKSADJACENT TO WORK AREAS.5.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FORPEDESTRIAN TRAFFIC CONTROL.6.SEE SHEET TCD03 FOR ADDITIONAL SIDEWALK DETOUR DETAILS.7.PLACE SIGN 100FT FROM STOP BAR. 8.CLOSE OUTER LANE AS REQUIRED FOR INSTALLATION OF PAVEMENT MARKINGS.SEE SHEET TCD01 FOR DETAILS.9.MAINTAIN ACCESS TO SIDE STREETS AND DRIVEWAYS AT ALL TIMES. SEE SHEETTCD01 FOR DETAILS.10.PHASE OUTER AND INNER LANE CLOSURES AS REQUIRED FOR CONSTRUCTION OFSIGNALIZED PEDESTRIAN CROSSING. SEE SHEET TCD02 FOR DETAILS.11.SEE SHEET TCD03 FOR PEDESTRIAN DETOUR DETAILS. 12.PHASE LANE CLOSURES AS REQUIRED TO MAINTAIN TRAFFIC FLOW DURINGINSTALLATION OF CROSSWALK MARKINGS. NOT USED CONSTRUCT COMBINATION CURB RAMP PER CURB RAMP DETAILS & WSDOT STD. PLANF-40.14-03, SHEETS PVD01 - PVD05 PLANE 2FT TO 3FT OF ASPHALT ADJACENT TO CATCH BASIN TO REDUCE ASPHALT LIP TO LESSTHAN 0.5IN. REPLACE GRATE WITH RECTANGULAR VANED GATE PER CITY OF RENTONSTANDARD 204.2 WHERE NECESSARY. CONSTRUCTION NOTES ADJUST WATER VALVE TO FINAL GRADE PER CITY OF RENTON STD. 330.7. ADJUST MANHOLE TO MATCH EXISTING GRADE, PER CITY OF RENTON STD 106, ANDREPLACE LID WITH NON-SLIP ADA COMPLIANT LID.PLANE 2FT TO 3FT OF ASPHALT ADJACENT TO CATCH BASIN TO REDUCE ASPHALTLIP TO LESS THAN 0.5IN. REPLACE GRATE WITH RECTANGULAR VANED GATE PERCITY OF RENTON STANDARD 204.2 WHERE NECESSARY. 3 2729 SEE SHEET TC06 FOR STAGE 2 TRAFFIC CONTROL PLAN.SEE SHEET TC04 FOR STAGE 3 TRAFFIC CONTROL PLAN. CONSTRUCTION NOTESINSTALL TYPE 3 BARRICADE PER MUTCD 11TH EDITION, CHAPTER 6. MOUNT SIGNTO TYPE 3 BARRICADE. NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES.2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES.3.DETOUR SIGN LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. EXACTLOCATION SHALL BE AS APPROVED BY THE ENGINEER.4.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FORPEDESTRIAN TRAFFIC CONTROL.5.MAINTAIN ACCESS TO SIDE STREETS AND DRIVEWAYS AT ALL TIMES. SEE DETAIL AON SHEET TCD01 FOR DETAILS.6.SEE SHEET TC07 FOR STAGE 2 DETOUR ROUTE. 1 2 3 4 5 6 7 8 9 10 11 12 CONSTRUCTION NOTESINSTALL TYPE 3 BARRICADE PER MUTCD 11TH EDITION, CHAPTER 6. MOUNT SIGNTO TYPE 3 BARRICADE. NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES.2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES.3.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FORPEDESTRIAN TRAFFIC CONTROL.4.SEE SHEET TC05 FOR STAGE 3 DETOUR ROUTE. 1 2 3 4 5 6 7 8 9 10 11 12 CONSTRUCTION NOTESINSTALL TYPE 3 BARRICADE PER MUTCD 11TH EDITION, CHAPTER 6. MOUNT SIGNTO TYPE 3 BARRICADE. NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES.2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES.3.DETOUR SIGN LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. EXACTLOCATION SHALL BE AS APPROVED BY THE ENGINEER.4.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FORPEDESTRIAN TRAFFIC CONTROL.5.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FORPEDESTRIAN TRAFFIC CONTROL.6.SEE DETAIL F ON SHEET TCD03 FOR ADDITIONAL SIDEWALK DETOUR DETAILS.7.PLACE SIGN 100FT FROM STOP BAR.8.CLOSE OUTER LANE AS REQUIRED FOR INSTALLATION OF PAVEMENT MARKINGS.SEE SHEET TCD01 FOR DETAILS.9.MAINTAIN ACCESS TO SIDE STREETS AND DRIVEWAYS AT ALL TIMES. SEE DETAIL AON SHEET TCD01 FOR DETAILS.10.PHASE OUTER AND INNER LANE CLOSURES AS REQUIRED FOR CONSTRUCTION OFSIGNALIZED PEDESTRIAN CROSSING. SEE SHEET TCD02 FOR DETAILS.11.SEE SHEET TCD03 FOR PEDESTRIAN DETOUR DETAILS.12.PHASE LANE CLOSURES AS REQUIRED TO MAINTAIN TRAFFIC FLOW DURINGINSTALLATION OF CROSSWALK MARKINGS.13.SEE SHEET TC07 FOR STAGE 2 DETOUR ROUTE.14.SEE SHEET TC05 FOR STAGE 3 DETOUR ROUTE.SEE SHEET TC06 FOR STAGE 2 TRAFFIC CONTROL PLAN.SEE SHEET TC04 FOR STAGE 3 TRAFFIC CONTROL PLAN. 1 2 3 4 5 6 7 8 9 10 11 12 TC02 TC07 TC08 TC09CONSTRUCTION NOTESINSTALL TYPE 3 BARRICADE PER MUTCD 11TH EDITION, CHAPTER 6. MOUNT SIGNTO TYPE 3 BARRICADE. NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES.2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES.3.DETOUR SIGN LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. EXACTLOCATION SHALL BE AS APPROVED BY THE ENGINEER.4.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FORPEDESTRIAN TRAFFIC CONTROL.5.SEE SHEET TC04 FOR STAGE 3 TRAFFIC CONTROL PLAN. 1 2 3 4 5 6 7 8 9 10 11 12 CONSTRUCTION NOTESINSTALL TYPE 3 BARRICADE PER MUTCD 11TH EDITION, CHAPTER 6. MOUNT SIGNTO TYPE 3 BARRICADE. NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES.2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES.3.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FORPEDESTRIAN TRAFFIC CONTROL.4.MAINTAIN ACCESS TO SIDE STREETS AND DRIVEWAYS AT ALL TIMES. SEE DETAIL AON SHEET TCD01 FOR DETAILS. 1 2 3 4 5 6 7 8 9 10 11 12 REPLACE BROKEN WATER VALVE LID. REPLACE BROKEN GAS VALVE LID. COORDINATE WITH PSE.ADJUST MONUMENT CASE AND COVER. NOTES1.SEE SHEETS PV01 - PV06 FOR PAVING NOTES, CONSTRUCTION NOTES AND DETAILSNOT SHOWN HEREIN.2.* DENOTES EXISTING FACILITY HORIZONTAL/VERTICAL INFORMATION ACCORDINGTO SURVEY AND MAY VARY IN THE FIELD. CONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06.CONSTRUCTION NOTESCONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06.1 CONSTRUCTION NOTESCONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06.1 CONSTRUCTION NOTESCONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06.1 CONSTRUCTION NOTESCONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06.1 CONSTRUCTION NOTESCONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06.1 PVD04PVD03PVD02PVD01PVD MASTER LIST DEMOLITION NOTES1.EXISTING STORM DRAINAGE SYSTEM TO BE PROTECTED UNLESS OTHERWISENOTED ON DRAINAGE PLANS SHEET SD01 - SD02.2.SIGNS, UTILITIES, VEGETATION, & OTHER FEATURES NOT SPECIFICALLY IDENTIFIEDFOR REMOVAL ON THE PLAN SHALL BE PROTECTED. DAMAGE TO PUBLIC ORPRIVATE ELEMENTS NOT IDENTIFIED FOR REMOVAL ON THE PLAN SHALL BEREPAIRED OR REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE3.REMOVAL OF EXISTING CURB AND GUTTER, PAVEMENT, AND SIDEWALK TO BE PAIDAS REMOVAL OF STRUCTURES AND OBSTRUCTIONS, LUMP SUM.4.EXISTING SIGNING TO BE PROTECTED UNLESS OTHERWISE NOTED ONCHANNELIZATION AND SIGNING PLAN SHEETS CH01-CH08. PAVING DETAILS NOTES1.FIELD STAKE FINAL CURB, GUTTER, SIDEWALK, AND CURB RAMP. LOCATIONS TO BEAPPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. THE INTENT OF THESECONSTRUCTION DETAILS IS TO PROVIDE ADA-COMPLIANT CURB RAMPS. THELOCATIONS AND ELEVATIONS SHOWN ON THIS PLAN ARE APPROXIMATE ANDSUBJECT TO MINOR ADJUSTMENT BY THE ENGINEER TO ACHIEVE ADA-COMPLIANTCURB RAMPS DURING CONSTRUCTION.2.CURB RAMP LENGTHS MAY BE ADJUSTED TO ACHIEVE REQUIRED SLOPES AND TOACCOMMODATE EXISTING SITE CONDITIONS. THE CONTRACTOR SHALL NOTIFY THEENGINEER OF ANY CURB RAMP THAT CANNOT BE CONSTRUCTED TO FULLCOMPLIANCE PRIOR TO PLACING CONCRETE. ANY WORK THAT IS COMPLETE THATIS NON-COMPLIANCE SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'SEXPENSE. COMPLIANCE OF CURB RAMP SLOPES SHALL BE MEASURED WITH A 2FTMAXIMUM LENGTH LEVEL.3.ASPHALT PATCHES AT NEW CURBS SHALL MATCH EXISTING GRADES AND CROSSSLOPES AND MAINTAIN POSITIVE DRAINAGE. CONTRACTOR TO VERIFY EXISTINGSLOPES IN THE FIELD PRIOR TO REMOVAL OF EXISTING ROADWAY SURFACE. 4.ELEVATIONS ARE PROVIDED AT FLOWLINES OR BACK OF CURB. TOP OF CURBSHOULD BE +0.5FT WHERE FULL HEIGHT CURB IS IDENTIFIED ON THE PAVINGPLANS. CONSTRUCTION NOTESINSTALL TYPE 3 BARRICADE PER MUTCD 11TH EDITION, CHAPTER 6. MOUNT SIGNTO TYPE 3 BARRICADE. NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES.2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES.3.DETOUR SIGN LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. EXACTLOCATION SHALL BE AS APPROVED BY THE ENGINEER.4.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FORPEDESTRIAN TRAFFIC CONTROL.5.MAINTAIN ACCESS TO SIDE STREETS AND DRIVEWAYS AT ALL TIMES. SEE DETAIL AON SHEET TCD01 FOR DETAILS. 1 CONSTRUCTION NOTESINSTALL TYPE 3 BARRICADE PER MUTCD 11TH EDITION, CHAPTER 6. MOUNT SIGNTO TYPE 3 BARRICADE. NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES.2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES.3.DETOUR SIGN LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. EXACTLOCATION SHALL BE AS APPROVED BY THE ENGINEER.4.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FORPEDESTRIAN TRAFFIC CONTROL.5.MAINTAIN ACCESS TO SIDE STREETS AND DRIVEWAYS AT ALL TIMES. SEE DETAIL AON SHEET TCD01 FOR DETAILS.6.SEE SHEET TC06 FOR STAGE 2 TRAFFIC CONTROL PLAN. 1 CONSTRUCTION NOTESINSTALL TYPE 3 BARRICADE PER MUTCD 11TH EDITION, CHAPTER 6. MOUNT SIGNTO TYPE 3 BARRICADE. NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES.2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES.3.DETOUR SIGN LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. EXACTLOCATION SHALL BE AS APPROVED BY THE ENGINEER.4.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FORPEDESTRIAN TRAFFIC CONTROL.5.MAINTAIN ACCESS TO SIDE STREETS AND DRIVEWAYS AT ALL TIMES. SEE DETAIL AON SHEET TCD01 FOR DETAILS. 1 CONSTRUCTION NOTES INSTALL WHITE THERMOPLASTIC 16” STOP LINE 30' AWAY FROM EDGE OFCROSSWALK IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND 127.INSTALL NEW SIGN(S) IN ACCORDANCE WITH CITY OF RENTON STANDARDS, SEESHEETS EL01 AND EL02.REMOVE EXISTING SIGN(S) AND POST, SEE SHEETS EL01 AND EL02.INSTALL WHITE THERMOPLASTIC SHARED LANE MARKING PER DETAIL A ON SHEETCH08.INSTALL WHITE THERMOPLASTIC PIANO STYLE CROSSWALK MARKINGS INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 127.INSTALL NEW SIGN(S) ON METAL POST IN ACCORDANCE WITH CITY OF RENTONSTANDARD PLAN 129. 5 6 710 12 22 CONSTRUCTION NOTES INSTALL WHITE THERMOPLASTIC SHARED LANE MARKING PER DETAIL A ON SHEETCH08.INSTALL BICYCLE DETECTION MARKING PER DETAIL B ON SHEET CH08.INSTALL NEW SIGN(S) ON METAL POST IN ACCORDANCE WITH CITY OF RENTONSTANDARD PLAN 129. 10 1422 EXISTING STORM DRAIN SYSTEM. SEE SHEETS SD01 - SD05 FOR DETAILS. CONSTRUCTION NOTES INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) DOUBLEYELLOW CENTER LINE WITH SUPPLEMENTAL YELLOW TYPE 2 RAISED PAVEMENTMARKERS (RPMS) IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109AND WSDOT STANDARD PLANS M-20.20-02 AND M-20.30-04.INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” YELLOWDOTTED EXTENSION LINE WITH SUPPLEMENTAL YELLOW TYPE 2 RAISED PAVEMENTMARKERS (RPMS) IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109AND WSDOT STANDARD PLANS M-20.20-02 AND M-20.30-04.INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITE EDGELINE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOTSTANDARD PLAN M-20.20-02.INSTALL WHITE THERMOPLASTIC TYPE 2SR (RIGHT) TRAFFIC ARROW INACCORDANCE WITH WSDOT STANDARD PLAN M-24.20-02.INSTALL WHITE THERMOPLASTIC TYPE 1S TRAFFIC ARROW IN ACCORDANCE WITHWSDOT STANDARD PLAN M-24.20-02.INSTALL BIKE LANE CROSSING PER DETAIL C ON SHEET CH08.INSTALL WHITE THERMOPLASTIC PIANO STYLE CROSSWALK MARKINGS INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 127.INSTALL WHITE THERMOPLASTIC 16” STOP LINE IN ACCORDANCE WITH CITY OFRENTON STANDARD PLAN 109 AND 128.INSTALL BIKE DOT MARKING PER DETAIL F ON SHEET CH09.INSTALL WHITE TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITHRETROREFLECTIVE BANDS, SEE DETAIL D ON SHEET CH08.INSTALL WHITE THERMOPLASTIC SPEED BUMP SYMBOL IN ACCORDANCE WITHWSDOT STANDARD PLAN M-24.60-04.INSTALL WHITE TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITHRETROREFLECTIVE BANDS WITHIN BUFFER WITH DIAGONAL CROSSHATCHMARKING, SEE DETAIL E ON SHEET CH09.MAINTAIN AND PROTECT EXISTING SIGN(S) AND POST.REMOVE EXISTING SIGN(S) AND POST.INSTALL NEW SIGN(S) ON METAL POST IN ACCORDANCE WITH CITY OF RENTONSTANDARD PLAN 129.INSTALL NEW SIGN(S) ON EXISTING METAL POST IN ACCORDANCE WITH CITY OFRENTON STANDARD PLAN 129.REMOVE EXISTING SIGN(S). POST TO REMAIN. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITEDOTTED EXTENSION LINE WITH SUPPLEMENTAL WHITE TYPE 2 RAISED PAVEMENTMARKERS (RPMS) IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109AND WSDOT STANDARD PLANS M-20.20-02 AND M-20.30-04.INSTALL YELLOW TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITHRETROREFLECTIVE BANDS, SEE DETAIL D ON SHEET CH08. SPACE ATAPPROXIMATELY 8' POST-TO-POST UNLESS OTHERWISE INDICATED. 1 2 3 8 9 1112 13 1516 17 18 192022 23 24 26 27 INSTALL 2-3" CONDUIT UNDER NEW SIDEWALK PER DETAIL SHEET PVD06.INSTALL TYPE 1 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04, SHEET PVD07. ADJUST MANHOLE TO MATCH FINAL GRADE, PER CITY OF RENTON STD 106, AND REPLACE LIDWITH NON-SLIP ADA COMPLIANT LID. RIGHT-OF-WAY CHANNELIZATION FEATURE SIGN SIGN (DOUBLE SIDED) SIGN (BUSINESS) CONSTRUCTION NOTE SIGN NOTE SIGN REMOVAL NOTE SIGN RELOCATE NOTE SIGN EXISTING TO REMAIN NOTE RAISED CROSSING(SEE CHANNELIZATION AND SIGNINGGENERAL NOTE 10) LEGEND EXISTING PROPOSED # # R# RL# EX# EXISTING ROW SAWCUT LINE CONCRETE REMOVAL ASPHALT REMOVAL MEDIAN ASPHALT REMOVAL CLEAR AND GRUB GRAVEL REMOVAL (MIN 4") CURB REMOVAL INLET PROTECTION LEGEND EXISTING ROW SAWCUT SCH80 CONDUIT CHAIN LINK FENCE PRIVACY FENCE JUNCTION BOX CONCRETE SIDEWALK(SEE NOTE 4, SHEET PV01)CONCRETE DRIVEWAY ASPHALT ROADWAY(SEE NOTE 4, SHEET PV01)DETECTABLE WARNING SURFACE SEED & MULCH RAISED CROSSING(SEE DETAIL SHEET PVD05)SEE LANDSCAPING PLANS LEGEND DESCRIPTION EXISTING SYMBOL PROPOSED SYMBOL RIGHT-OF-WAY CONDUIT CONSTRUCTION NOTE SIGNAL POLE CONSTRUCTION NOTE WIRE NOTE SIGN NOTE SIGNAL POLE AND MAST ARM TYPE PS/TYPE 1 SIGNAL STANDARD PEDESTRIAN PUSHBUTTON POST VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD PEDESTRIAN PUSHBUTTON EMERGENCY VEHICLE PRE-EMPTION (EVP) DETECTOR WIRELESS ANTENNA MAST ARM MOUNTED SIGN TRAFFIC SIGNAL CONTROLLER CABINET ELECTRICAL SERVICE CABINET JUNCTION BOX, TYPE 1 JUNCTION BOX, TYPE 2 JUNCTION BOX, TYPE 8 25-TA VAULT LUMINAIRE HYBRID RADAR/VIDEO DETECTION CAMERA AXIS MULTISENSOR PANORAMIC VIDEO DETECTION CAMERA RADAR/VIDEO DETECTION ZONE LEGEND DESCRIPTION EXISTING SYMBOL PROPOSED SYMBOL RIGHT-OF-WAY CONDUIT CONSTRUCTION NOTE WIRE NOTE POLE NOTE RRFB (DOUBLE-SIDED) PEDESTRIAN PUSHBUTTON POST PEDESTRIAN PUSHBUTTON JUNCTION BOX, TYPE 1 JUNCTION BOX, TYPE 2 ELECTRICAL SERVICE CABINET PEDESTRIAN FLASHING BEACON STREET LIGHT LEGEND LEGENDEXISTING ROW CONSTRUCTION NOTESIGN NOTEDIRECTION OF TRAVELCHANNELIZATION DEVICE (HIGH VISIBILITY)TEMPORARY SIGN ON PORTABLE CRASHWORTHYSUPPORTSEQUENTIAL ARROW BOARDTYPE 3 BARRICADEWORK AREAPROTECTIVE WORK VEHICLE DESCRIPTION EXISTING SYMBOL PROPOSED SYMBOL RIGHT-OF-WAY CONDUIT CONSTRUCTION NOTE WIRE NOTE LUMINAIRE POLE NOTE LUMINAIRE POLE ROADWAY LUMINAIRE PEDESTRIAN LUMIANIRE JUNCTION BOX, TYPE 1 JUNCTION BOX, TYPE 2 JUNCTION BOX, TYPE 8 ELECTRICAL SERVICE CABINET LUMINAIRE AND JUNCTION BOX CONCRETE PAD IRRIGATION CONTROLLER CABINET LEGEND SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC DM01 11 DEMO & TESC PLAN O A K S D A L E A V E S W KEY MAP N.T.S. S 7TH ST BU R N E T T A V E S SM I T H E R S A V E S T A L B O T R D S SW 7 T H S T RAI N I E R A V E S SH A T T U C K A V E S O A K S D A L E A V E S W MA T C H L I N E - S E E S H E E T DM 0 2 N A C H E S A V E S W 27 30 DEMOLITION NOTES 1.EXISTING STORM DRAINAGE SYSTEM TO BE PROTECTED UNLESS OTHERWISE NOTED ON DRAINAGE PLANS SHEET SD01 - SD02. 2.SIGNS, UTILITIES, VEGETATION, & OTHER FEATURES NOT SPECIFICALLY IDENTIFIED FOR REMOVAL ON THE PLAN SHALL BE PROTECTED. DAMAGE TO PUBLIC OR PRIVATE ELEMENTS NOT IDENTIFIED FOR REMOVAL ON THE PLAN SHALL BE REPAIRED OR REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE 3.EXISTING SIGNING TO BE PROTECTED UNLESS OTHERWISE NOTED ON CHANNELIZATION AND SIGNING PLAN SHEETS CH01-CH08. 08-27-24 NOTES 1.SEE NT01 FOR GENERAL NOTES & TESC NOTES. 2.SEE LG FOR LEGEND. 3.SEE SHEETS PV01 - PV03 FOR PAVING DETAILS & DIMENSIONS NOT SHOWN HEREIN. RIGHT-OF-WAYCHANNELIZATION FEATURESIGNSIGN (DOUBLE SIDED)SIGN (BUSINESS)CONSTRUCTION NOTESIGN NOTESIGN REMOVAL NOTESIGN RELOCATE NOTESIGN EXISTING TO REMAIN NOTERAISED CROSSING(SEE CHANNELIZATION AND SIGNINGGENERAL NOTE 10) LEGENDEXISTINGPROPOSED##R#RL#EX# EXISTING ROWSAWCUT LINECONCRETE REMOVALASPHALT REMOVALMEDIAN ASPHALT REMOVALCLEAR AND GRUBGRAVEL REMOVAL (MIN 4")CURB REMOVALINLET PROTECTION LEGEND EXISTING ROWSAWCUTSCH80 CONDUITCHAIN LINK FENCEPRIVACY FENCEJUNCTION BOXCONCRETE SIDEWALK(SEE NOTE 4, SHEET PV01)CONCRETE DRIVEWAYASPHALT ROADWAY(SEE NOTE 4, SHEET PV01)DETECTABLE WARNING SURFACESEED & MULCHRAISED CROSSING(SEE DETAIL SHEET PVD05)SEE LANDSCAPING PLANS LEGEND DESCRIPTIONEXISTING SYMBOLPROPOSED SYMBOLRIGHT-OF-WAYCONDUITCONSTRUCTION NOTESIGNAL POLE CONSTRUCTION NOTEWIRE NOTESIGN NOTESIGNAL POLE AND MAST ARMTYPE PS/TYPE 1 SIGNAL STANDARDPEDESTRIAN PUSHBUTTON POSTVEHICLE SIGNAL HEADPEDESTRIAN SIGNAL HEADPEDESTRIAN PUSHBUTTONEMERGENCY VEHICLE PRE-EMPTION (EVP) DETECTORWIRELESS ANTENNAMAST ARM MOUNTED SIGNTRAFFIC SIGNAL CONTROLLER CABINETELECTRICAL SERVICE CABINETJUNCTION BOX, TYPE 1JUNCTION BOX, TYPE 2JUNCTION BOX, TYPE 825-TA VAULTLUMINAIREHYBRID RADAR/VIDEO DETECTION CAMERAAXIS MULTISENSOR PANORAMIC VIDEO DETECTION CAMERARADAR/VIDEO DETECTION ZONE LEGEND DESCRIPTIONEXISTING SYMBOLPROPOSED SYMBOLRIGHT-OF-WAYCONDUITCONSTRUCTION NOTEWIRE NOTEPOLE NOTERRFB (DOUBLE-SIDED)PEDESTRIAN PUSHBUTTON POSTPEDESTRIAN PUSHBUTTONJUNCTION BOX, TYPE 1JUNCTION BOX, TYPE 2ELECTRICAL SERVICE CABINETPEDESTRIAN FLASHING BEACONSTREET LIGHTLEGEND LEGENDEXISTING ROWCONSTRUCTION NOTESIGN NOTEDIRECTION OF TRAVELCHANNELIZATION DEVICE (HIGH VISIBILITY)TEMPORARY SIGN ON PORTABLE CRASHWORTHYSUPPORTSEQUENTIAL ARROW BOARDTYPE 3 BARRICADEWORK AREAPROTECTIVE WORK VEHICLE DESCRIPTIONEXISTING SYMBOLPROPOSED SYMBOLRIGHT-OF-WAYCONDUITCONSTRUCTION NOTEWIRE NOTELUMINAIRE POLE NOTELUMINAIRE POLEROADWAY LUMINAIREPEDESTRIAN LUMIANIREJUNCTION BOX, TYPE 1JUNCTION BOX, TYPE 2JUNCTION BOX, TYPE 8ELECTRICAL SERVICE CABINETLUMINAIRE AND JUNCTION BOX CONCRETE PADIRRIGATION CONTROLLER CABINET LEGEND 27 DEMO 02 CONSTRUCTION NOTES ADJUST WATER VALVE TO FINAL GRADE PER CITY OF RENTON STD. 330.7. ADJUST MANHOLE TO MATCH EXISTING GRADE, PER CITY OF RENTON STD 106, AND REPLACE LID WITH NON-SLIP ADA COMPLIANT LID. PLANE 2FT TO 3FT OF ASPHALT ADJACENT TO CATCH BASIN TO REDUCE ASPHALT LIP TO LESS THAN 0.5IN. REPLACE GRATE WITH RECTANGULAR VANED GATE PER CITY OF RENTON STANDARD 204.2 WHERE NECESSARY. 3 27 29 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC DM02 12 DEMO & TESC PLAN KEY MAP N.T.S. BU R N E T T A V E S SM I T H E R S A V E S T A L B O T R D S RAI N I E R A V E S SH A T T U C K A V E S O A K S D A L E A V E S W MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E S H E E T DM 0 3 MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T DM 0 1 PO W E L L A V E S W TH O M A S A V E S W LI N D A V E S W SE N E C A A V E S W SW 7TH ST SW 7TH ST 2729 27 27 3 2729 29 29 29 27 29 3 S 7TH ST 08-27-24 501+00 502+00 STA. 501+53.3 39.7FT LT STA. 501+92.2 39.7FT LT STA. 501+87.3 24.1FT LT STA. 501+53.5 23.9FT LT STA. 501+57.3 39.6FT RT STA. 501+83.3 39.6FT RT STA. 501+87.4 34.6FT RT STA. 501+83.3 34.6FT RT STA. 501+62.4 24.6FT RT STA. 501+73.3 24.6FT RT DEMO 03 CONSTRUCTION NOTES INSTALL STORM DRAIN INLET PROTECTION PER CITY OF RENTON STD. PLAN 216.30. GAS VALVE TO BE ADJUSTED BY OTHERS. SIGNAL EQUIPMENT. SEE SHEET SG01-SG05 FOR DETAILS. PROTECT EXISTING LUMINAIRE POLE. REMOVE EXISTING CROSSWALK. ADJUST MANHOLE TO MATCH EXISTING GRADE, PER CITY OF RENTON STD 106, AND REPLACE LID WITH NON-SLIP ADA COMPLIANT LID. PLANE 2FT TO 3FT OF ASPHALT ADJACENT TO CATCH BASIN TO REDUCE ASPHALT LIP TO LESS THAN 0.5IN. REPLACE GRATE WITH RECTANGULAR VANED GATE PER CITY OF RENTON STANDARD 204.2 WHERE NECESSARY. REPLACE BROKEN GAS VALVE LID. COORDINATE WITH PSE. 1 4 6 22 23 27 29 31 NOTES 1.SEE NT01 FOR GENERAL NOTES & TESC NOTES. 2.SEE LG FOR LEGEND. 3.SEE SHEETS PV01 - PV03 FOR PAVING DETAILS & DIMENSIONS NOT SHOWN HEREIN. RIGHT-OF-WAYCHANNELIZATION FEATURESIGNSIGN (DOUBLE SIDED)SIGN (BUSINESS)CONSTRUCTION NOTESIGN NOTESIGN REMOVAL NOTESIGN RELOCATE NOTESIGN EXISTING TO REMAIN NOTERAISED CROSSING(SEE CHANNELIZATION AND SIGNINGGENERAL NOTE 10) LEGENDEXISTINGPROPOSED##R#RL#EX# EXISTING ROWSAWCUT LINECONCRETE REMOVALASPHALT REMOVALMEDIAN ASPHALT REMOVALCLEAR AND GRUBGRAVEL REMOVAL (MIN 4")CURB REMOVALINLET PROTECTION LEGEND EXISTING ROWSAWCUTSCH80 CONDUITCHAIN LINK FENCEPRIVACY FENCEJUNCTION BOXCONCRETE SIDEWALK(SEE NOTE 4, SHEET PV01)CONCRETE DRIVEWAYASPHALT ROADWAY(SEE NOTE 4, SHEET PV01)DETECTABLE WARNING SURFACESEED & MULCHRAISED CROSSING(SEE DETAIL SHEET PVD05)SEE LANDSCAPING PLANS LEGEND DESCRIPTIONEXISTING SYMBOLPROPOSED SYMBOLRIGHT-OF-WAYCONDUITCONSTRUCTION NOTESIGNAL POLE CONSTRUCTION NOTEWIRE NOTESIGN NOTESIGNAL POLE AND MAST ARMTYPE PS/TYPE 1 SIGNAL STANDARDPEDESTRIAN PUSHBUTTON POSTVEHICLE SIGNAL HEADPEDESTRIAN SIGNAL HEADPEDESTRIAN PUSHBUTTONEMERGENCY VEHICLE PRE-EMPTION (EVP) DETECTORWIRELESS ANTENNAMAST ARM MOUNTED SIGNTRAFFIC SIGNAL CONTROLLER CABINETELECTRICAL SERVICE CABINETJUNCTION BOX, TYPE 1JUNCTION BOX, TYPE 2JUNCTION BOX, TYPE 825-TA VAULTLUMINAIREHYBRID RADAR/VIDEO DETECTION CAMERAAXIS MULTISENSOR PANORAMIC VIDEO DETECTION CAMERARADAR/VIDEO DETECTION ZONE LEGEND DESCRIPTIONEXISTING SYMBOLPROPOSED SYMBOLRIGHT-OF-WAYCONDUITCONSTRUCTION NOTEWIRE NOTEPOLE NOTERRFB (DOUBLE-SIDED)PEDESTRIAN PUSHBUTTON POSTPEDESTRIAN PUSHBUTTONJUNCTION BOX, TYPE 1JUNCTION BOX, TYPE 2ELECTRICAL SERVICE CABINETPEDESTRIAN FLASHING BEACONSTREET LIGHTLEGEND LEGENDEXISTING ROWCONSTRUCTION NOTESIGN NOTEDIRECTION OF TRAVELCHANNELIZATION DEVICE (HIGH VISIBILITY)TEMPORARY SIGN ON PORTABLE CRASHWORTHYSUPPORTSEQUENTIAL ARROW BOARDTYPE 3 BARRICADEWORK AREAPROTECTIVE WORK VEHICLE DESCRIPTIONEXISTING SYMBOLPROPOSED SYMBOLRIGHT-OF-WAYCONDUITCONSTRUCTION NOTEWIRE NOTELUMINAIRE POLE NOTELUMINAIRE POLEROADWAY LUMINAIREPEDESTRIAN LUMIANIREJUNCTION BOX, TYPE 1JUNCTION BOX, TYPE 2JUNCTION BOX, TYPE 8ELECTRICAL SERVICE CABINETLUMINAIRE AND JUNCTION BOX CONCRETE PADIRRIGATION CONTROLLER CABINET LEGEND 500+00 501+00 502+00 503+00 27 100+00 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC DM03 13 DEMO & TESC PLAN S 7TH ST KEY MAP N.T.S. BU R N E T T A V E S SM I T H E R S A V E S T A L B O T R D S RAI N I E R A V E S SH A T T U C K A V E S O A K S D A L E A V E S W MA T C H L I N E - S E E B E L O W MA T C H L I N E S T A 1 0 0 + 0 0 - S E E DM 0 4 MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T DM 0 2 HA R D I E A V E S W S 7TH ST SW 7TH ST SCALE: 1" = 20' 6 23 1 22 1 6 RE N T O N S C H O O L D I S T R I C T PA R K I N G L O T RA I N I E R A V E S WA L M A R T PA R K I N G L O T WA L M A R T PA R K I N G L O T TO Y O T A PA R K I N G L O T 29 29 29 29 29 27 29 29 29 29 29 29 29 29 29 44 31 31 27 27 27 27 08-27-24 CONSTRUCTION NOTES INSTALL STORM DRAIN INLET PROTECTION PER CITY OF RENTON STD. PLAN 216.30. EXISTING LUMINAIRE TO BE RELOCATED PER SHEET SG02. ADJUST WATER VALVE TO FINAL GRADE PER CITY OF RENTON STD. 330.7. SIGNAL EQUIPMENT. SEE SHEET SG01-SG05 FOR DETAILS. EXISTING UTILITY POLE TO BE RELOCATED BY OTHERS. EXISTING TELEPHONE PEDESTAL TO BE RELOCATED BY OTHERS. REMOVE PRIVATE BUSINESS SIGN. SEE SHEETS CH01 - CH06 FOR DETAILS. EXISTING SIGN. SEE SHEETS CH01 - CH06 FOR DETAILS. ADJUST UTILITY LID TO FINAL GRADE. ADJUST WATER METER TO FINAL GRADE. ADJUST IRRIGATION CONTROL VALVE TO FINAL GRADE. CITY SURVEY MONUMENT SHALL NOT BE DISTURBED/DESTROYED. PROTECT EXISTING TREE PER DETAIL SHEET DM06. REMOVE EXISTING TREE. PROTECT EXISTING FIRE HYDRANT. PROTECT EXISTING FENCE. REMOVE EXISTING FENCE. REMOVE EXISTING CROSSWALK. REMOVE EXISTING RAISED PAVEMENT MARKERS. REMOVE EXISTING STOP BAR. ADJUST MANHOLE TO MATCH EXISTING GRADE, PER CITY OF RENTON STD 106, AND REPLACE LID WITH NON-SLIP ADA COMPLIANT LID. REPLACE LID WITH NON-SLIP ADA COMPLIANT LID. EXISTING STORM DRAIN SYSTEM. SEE SHEETS SD01 - SD05 FOR DETAILS. ADJUST MANHOLE TO MATCH FINAL GRADE, PER CITY OF RENTON STD 106, AND REPLACE LID WITH NON-SLIP ADA COMPLIANT LID. 1 2 3 6 7 8 9 10 12 13 14 15 17 18 19 20 21 23 24 25 27 28 33 34 DEMO 04 STA. 104+09.9 0.0FT LT STA. 104+09.9 12.3FT LT STA. 104+29.4 12.3FT LT STA. 104+45.8 30.0FT LT STA. 105+50.9 35.0FT LT STA. 105+32.7 12.3FT LT STA. 105+55.9 12.3FT LT STA. 106+90.4 12.3FT LT STA. 107+25.6 45.1FT LT STA. 107+43.5 40.3FT LT STA. 107+68.5 12.3FT LT STA. 107+04.2 30.5FT LT STA. 107+60.0 35.0FT LT STA. 104+40.9 30.0FT LT STA. 107+04.0 19.0FT LT STA. 104+05.2 0.0FT LT BEGIN STA. 107+60.2 27.5FT LT 21 STA. 107+09.9 30.4FT LT STA. 107+54.1 35.2FT LT STA. 107+43.5 12.3FT LT END STA. 107+09.4 2.9FT RT 24 BEGIN STA. 107+49.1 2.9FT RT 24 STA. 107+25.6 12.3FT LT 104+00 105+00 106+00 107+00 108+00 STA. 105+50.9 35.0FT LT STA. 105+37.8 35.0FT LT STA. 105+37.7 30.0FT LT STA. 105+17.7 30.0FT LT NOTES 1.SEE NT01 FOR GENERAL NOTES & TESC NOTES. 2.SEE LG FOR LEGEND. 3.SEE SHEETS PV01 - PV03 FOR PAVING DETAILS & DIMENSIONS NOT SHOWN HEREIN. STA. 101+29.1 53.0FT LT STA. 102+47.7 29.0FT LT STA. 103+34.4 32.4FT LT STA. 103+52.8 32.4FT LT STA. 102+64.3 34.0FT LT STA. 102+50.6 34.0FT LT STA. 101+10.0 9.5FT LT STA. 103+01.2 9.5FT LT BEGIN STA. 101+51.3 2.4FT LT 24BEGIN STA. 101+51.1 9.1FT RT 24 END STA. 102+49.5 2.3FT LT 24 100+00 101+00 102+00 103+00 104+00 STA. 101+09.9 54.0FT LT STA. 101+29.1 53.0FT LT STA. 102+47.7 29.0FT LT STA. 103+34.4 32.4FT LT STA. 103+52.8 32.4FT LT STA. 102+64.3 34.0FT LT STA. 102+50.6 34.0FT LT STA. 101+10.0 9.5FT LT STA. 103+01.2 9.5FT LT BEGIN STA. 101+51.3 2.4FT LT 24BEGIN STA. 101+51.1 9.1FT RT 24 END STA. 102+49.5 2.3FT LT 24 100+00 101+00 102+00 103+00 104+00 STA. 101+09.9 54.0FT LT RIGHT-OF-WAYCHANNELIZATION FEATURESIGNSIGN (DOUBLE SIDED)SIGN (BUSINESS)CONSTRUCTION NOTESIGN NOTESIGN REMOVAL NOTESIGN RELOCATE NOTESIGN EXISTING TO REMAIN NOTERAISED CROSSING(SEE CHANNELIZATION AND SIGNINGGENERAL NOTE 10) LEGENDEXISTINGPROPOSED##R#RL#EX# EXISTING ROWSAWCUT LINECONCRETE REMOVALASPHALT REMOVALMEDIAN ASPHALT REMOVALCLEAR AND GRUBGRAVEL REMOVAL (MIN 4")CURB REMOVALINLET PROTECTION LEGEND EXISTING ROWSAWCUTSCH80 CONDUITCHAIN LINK FENCEPRIVACY FENCEJUNCTION BOXCONCRETE SIDEWALK(SEE NOTE 4, SHEET PV01)CONCRETE DRIVEWAYASPHALT ROADWAY(SEE NOTE 4, SHEET PV01)DETECTABLE WARNING SURFACESEED & MULCHRAISED CROSSING(SEE DETAIL SHEET PVD05)SEE LANDSCAPING PLANS LEGEND DESCRIPTIONEXISTING SYMBOLPROPOSED SYMBOLRIGHT-OF-WAYCONDUITCONSTRUCTION NOTESIGNAL POLE CONSTRUCTION NOTEWIRE NOTESIGN NOTESIGNAL POLE AND MAST ARMTYPE PS/TYPE 1 SIGNAL STANDARDPEDESTRIAN PUSHBUTTON POSTVEHICLE SIGNAL HEADPEDESTRIAN SIGNAL HEADPEDESTRIAN PUSHBUTTONEMERGENCY VEHICLE PRE-EMPTION (EVP) DETECTORWIRELESS ANTENNAMAST ARM MOUNTED SIGNTRAFFIC SIGNAL CONTROLLER CABINETELECTRICAL SERVICE CABINETJUNCTION BOX, TYPE 1JUNCTION BOX, TYPE 2JUNCTION BOX, TYPE 825-TA VAULTLUMINAIREHYBRID RADAR/VIDEO DETECTION CAMERAAXIS MULTISENSOR PANORAMIC VIDEO DETECTION CAMERARADAR/VIDEO DETECTION ZONE LEGEND DESCRIPTIONEXISTING SYMBOLPROPOSED SYMBOLRIGHT-OF-WAYCONDUITCONSTRUCTION NOTEWIRE NOTEPOLE NOTERRFB (DOUBLE-SIDED)PEDESTRIAN PUSHBUTTON POSTPEDESTRIAN PUSHBUTTONJUNCTION BOX, TYPE 1JUNCTION BOX, TYPE 2ELECTRICAL SERVICE CABINETPEDESTRIAN FLASHING BEACONSTREET LIGHTLEGEND LEGENDEXISTING ROWCONSTRUCTION NOTESIGN NOTEDIRECTION OF TRAVELCHANNELIZATION DEVICE (HIGH VISIBILITY)TEMPORARY SIGN ON PORTABLE CRASHWORTHYSUPPORTSEQUENTIAL ARROW BOARDTYPE 3 BARRICADEWORK AREAPROTECTIVE WORK VEHICLE DESCRIPTIONEXISTING SYMBOLPROPOSED SYMBOLRIGHT-OF-WAYCONDUITCONSTRUCTION NOTEWIRE NOTELUMINAIRE POLE NOTELUMINAIRE POLEROADWAY LUMINAIREPEDESTRIAN LUMIANIREJUNCTION BOX, TYPE 1JUNCTION BOX, TYPE 2JUNCTION BOX, TYPE 8ELECTRICAL SERVICE CABINETLUMINAIRE AND JUNCTION BOX CONCRETE PADIRRIGATION CONTROLLER CABINET LEGEND SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC DM04 14 DEMO & TESC PLAN MA T C H L I N E S T A 1 0 4 + 0 0 - S E E B E L O W MA T C H L I N E S T A 1 0 4 + 0 0 - S E E A B O V E MA T C H L I N E S T A 1 0 8 + 0 0 - S E E DM 0 5 S 7TH ST SH A T T U C K A V E S MO S E S L N S S 7TH ST MO R R I S A V E S 1 1 1 1 111 1 33 3 33 87 110 13 14 7 27 12 7 1228 1 7 10 9 AL L E Y WH I T W O R T H L N S PE D E S T R I A N P A T H AL L E Y MO R R I S A V E S 6 191010 18 17 20 10 10 6 2 15 20 S 7TH ST 1 19 6 25 25 23 23 23 23 24 24 24 24 21 KEY MAP N.T.S. BU R N E T T A V E S SM I T H E R S A V E S T A L B O T R D S RAI N I E R A V E S SH A T T U C K A V E S O A K S D A L E A V E S W 34 33 28 6 19 10 33 33 33 33 10 1 08-27-24 STA. 108+84.3 30.0FT LT STA. 108+78.3 12.2FT LT STA. 109+28.3 12.1FT LT STA. 109+22.3 30.0FT LT STA. 108+95.9 30.0FT LT STA. 110+20.7 31.3FT LT STA. 400+49.7 17.2FT LT STA. 400+49.7 16.9FT RT STA. 400+43.2 27.6FT RT STA. 301+08.7 23.7FT LT STA. 301+38.8 25.5FT LT STA. 301+38.6 9.0FT RT STA. 301+38.6 19.1FT LT STA. 301+61.7 9.0FT RT STA. 301+53.8 38.2FT RT STA. 301+42.2 37.5FT RT STA. 301+24.1 37.5FT RT STA. 110+10.8 12.1FT LT STA. 110+35.5 12.1FT LT PC, R59.0FT STA. 110+35.5 4.8FT RT PCC, R159.0FT STA. 110+55.4 18.2FT RT PRC STA. 200+85.1 25.6FT RT STA. 199+60.5 38.5FT RT STA. 301+17.0 37.5FT RT END STA. 108+57.6 27.5FT LT 21 BEGIN STA. 109+22.8 27.5FT LT 21 END STA. 110+19.7 27.5FT LT 21 STA. 110+20.5 17.9FT LT STA. 110+29.9 31.3FT LT STA. 400+18.1 28.7FT RT STA. 301+44.3 39.4FT RT STA. 301+56.0 22.9FT RT END STA. 110+13.6 2.6FT LT 24 BEGIN STA. 109+20.6 8.8FT RT 24 END STA. 110+10.1 8.9FT RT 24 END STA. 201+25.9 16.2FT LT 24 END STA. 201+35.0 2.2FT RT 24 BEGIN STA. 200+87.8 2.4FT LT 24 BEGIN STA. 200+87.8 6.0FT RT 24 END STA. 201+47.8 14.3FT RT 24 END STA. 201+48.6 24.0FT RT 24 BEGIN STA. 200+87.8 16.7FT RT 24 BEGIN STA. 300+32.7 31.8FT LT 24 END STA. 300+84.7 14.4FT LT 24 108+00 109+00 110+00 30 2 + 0 0 301 + 0 0 1 9 9 + 5 0 2 0 0 + 0 0 20 1 + 0 0 40 1 + 0 0 END STA. 302+00.0 2.0FT LT 24 BEGIN STA. 301+39.6 3.1FT LT 24 STA. 200+57.2 26.4FT RT CONSTRUCTION NOTES INSTALL STORM DRAIN INLET PROTECTION PER CITY OF RENTON STD. PLAN 216.30. ADJUST WATER VALVE TO FINAL GRADE PER CITY OF RENTON STD. 330.7. GAS VALVE TO BE ADJUSTED BY OTHERS. ADJUST MANHOLE TO FINAL GRADE. EXISTING UTILITY POLE TO BE RELOCATED BY OTHERS. EXISTING SIGN. SEE SHEETS CH01 - CH06 FOR DETAILS. ADJUST UTILITY LID TO FINAL GRADE. CITY SURVEY MONUMENT SHALL NOT BE DISTURBED/DESTROYED. REMOVE EXISTING DELINEATORS. REMOVE EXISTING TREE. PROTECT EXISTING FIRE HYDRANT. REMOVE EXISTING FENCE. REMOVE EXISTING RAISED PAVEMENT MARKERS. REMOVE EXISTING STOP BAR. ADJUST MONUMENT CASE AND COVER. EXISTING STORM DRAIN SYSTEM. SEE SHEETS SD01 - SD05 FOR DETAILS. 1 3 4 5 7 10 12 15 16 18 19 21 24 25 32 33 DEMO 05 NOTES 1.SEE NT01 FOR GENERAL NOTES & TESC NOTES. 2.SEE LG FOR LEGEND. 3.SEE SHEETS PV01 - PV03 FOR PAVING DETAILS & DIMENSIONS NOT SHOWN HEREIN. RIGHT-OF-WAYCHANNELIZATION FEATURESIGNSIGN (DOUBLE SIDED)SIGN (BUSINESS)CONSTRUCTION NOTESIGN NOTESIGN REMOVAL NOTESIGN RELOCATE NOTESIGN EXISTING TO REMAIN NOTERAISED CROSSING(SEE CHANNELIZATION AND SIGNINGGENERAL NOTE 10) LEGENDEXISTINGPROPOSED EXISTING ROWSAWCUT LINECONCRETE REMOVALASPHALT REMOVALMEDIAN ASPHALT REMOVALCLEAR AND GRUBGRAVEL REMOVAL (MIN 4")CURB REMOVALINLET PROTECTION LEGEND EXISTING ROWSAWCUTSCH80 CONDUITCHAIN LINK FENCEPRIVACY FENCEJUNCTION BOXCONCRETE SIDEWALK(SEE NOTE 4, SHEET PV01)CONCRETE DRIVEWAYASPHALT ROADWAY(SEE NOTE 4, SHEET PV01)DETECTABLE WARNING SURFACESEED & MULCHRAISED CROSSING(SEE DETAIL SHEET PVD05)SEE LANDSCAPING PLANS LEGEND DESCRIPTIONEXISTING SYMBOLPROPOSED SYMBOLRIGHT-OF-WAYCONDUITCONSTRUCTION NOTESIGNAL POLE CONSTRUCTION NOTEWIRE NOTESIGN NOTESIGNAL POLE AND MAST ARMTYPE PS/TYPE 1 SIGNAL STANDARDPEDESTRIAN PUSHBUTTON POSTVEHICLE SIGNAL HEADPEDESTRIAN SIGNAL HEADPEDESTRIAN PUSHBUTTONEMERGENCY VEHICLE PRE-EMPTION (EVP) DETECTORWIRELESS ANTENNAMAST ARM MOUNTED SIGNTRAFFIC SIGNAL CONTROLLER CABINETELECTRICAL SERVICE CABINETJUNCTION BOX, TYPE 1JUNCTION BOX, TYPE 2JUNCTION BOX, TYPE 825-TA VAULTLUMINAIREHYBRID RADAR/VIDEO DETECTION CAMERAAXIS MULTISENSOR PANORAMIC VIDEO DETECTION CAMERARADAR/VIDEO DETECTION ZONE LEGEND DESCRIPTIONEXISTING SYMBOLPROPOSED SYMBOLRIGHT-OF-WAYCONDUITCONSTRUCTION NOTEWIRE NOTEPOLE NOTERRFB (DOUBLE-SIDED)PEDESTRIAN PUSHBUTTON POSTPEDESTRIAN PUSHBUTTONJUNCTION BOX, TYPE 1JUNCTION BOX, TYPE 2ELECTRICAL SERVICE CABINETPEDESTRIAN FLASHING BEACONSTREET LIGHTLEGEND LEGENDEXISTING ROWCONSTRUCTION NOTESIGN NOTEDIRECTION OF TRAVELCHANNELIZATION DEVICE (HIGH VISIBILITY)TEMPORARY SIGN ON PORTABLE CRASHWORTHYSUPPORTSEQUENTIAL ARROW BOARDTYPE 3 BARRICADEWORK AREAPROTECTIVE WORK VEHICLE DESCRIPTIONEXISTING SYMBOLPROPOSED SYMBOLRIGHT-OF-WAYCONDUITCONSTRUCTION NOTEWIRE NOTELUMINAIRE POLE NOTELUMINAIRE POLEROADWAY LUMINAIREPEDESTRIAN LUMIANIREJUNCTION BOX, TYPE 1JUNCTION BOX, TYPE 2JUNCTION BOX, TYPE 8ELECTRICAL SERVICE CABINETLUMINAIRE AND JUNCTION BOX CONCRETE PADIRRIGATION CONTROLLER CABINET LEGEND 33 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC DM05 15 DEMO & TESC PLAN MA T C H L I N E S T A 1 0 8 + 0 0 - S E E DM 0 4 SM I T H E R S A V E S AL L E Y T A L B O T R D S BU R N E T T A V E S 1 1 1 1 1 1 1 7 1 1 10 7 10 10 15 3 32 19 12 4 4 5 33 3 S 7TH ST S 7TH ST 5 18 S 7TH ST 16 16 16 25 25 25 25 24 21 24 KEY MAP N.T.S. BU R N E T T A V E S SM I T H E R S A V E S T A L B O T R D S RAI N I E R A V E S SH A T T U C K A V E S 21 O A K S D A L E A V E S W 334 18 32 3 12 5 5 33 33 24 33 33 33 33 33 10 10 08-27-24 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC DM06 16 DEMO & TESC DETAILS 54" DSH ELEVATION EQ EQ ZONE A: DBH IN INCHES =DIA IN FEET ZONE B: ZONE A X 2 TREE PROTECTION FENCE, SEE DETAIL MIN. DISTANCE, SEE PLANS FOR LOCATION 6' MIN. 12' MAX 8" MAX SPECIAL CONSTRUCTION REQUIREMENTS (TRENCHING/EXCAVATION) ZONE A (INTERIOR CRITICAL ROOT ZONE) 1.NO DISTURBANCE ALLOWED WITHOUT SITE-SPECIFIC INSPECTION AND APPROVAL OF METHODS TO MINIMIZE ROOT DAMAGE 2.SEVERANCE OF ROOTS LARGER THAN 2" DIA REQUIRES ARBORIST'S APPROVAL 3.TUNNELING REQUIRED TO INSTALL LINES 3'-0" BELOW GRADE OR DEEPER ZONE B (OUTER CRITICAL ROOT ZONE) 1.OPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING OF MATERIALS SUBJECT TO ARBORIST'S APPROVAL. SURFACE PROTECTION MEASURES REQUIRED: *TEMPORARY ACCESS: MULCH LAYER, 6"-8" DEPTH, & 3/4" PLYWOOD SHEETS *RECURRING ACCESS: MULCH LAYER, 6"-8" DEPTH, & STEEL PLATE S 2.TRENCHING ALLOWED AS FOLLOWS: *EXCAVATION BY HAND OR WITH HAND-DRIVEN TRENCHER MAY BE REQUIRED; AIR TRENCHING; *LIMIT TRENCH WIDTH. DO NOT DISTURB ZONE A; MAINTAIN 2/3 OR MORE OF ZONE B IN UNDISTURBED CONDITION; *OWNER APPROVAL. 3.TUNNELING MAY BE REQUIRED FOR TRENCHES DEEPER THAN 3'-0" FENCING/ROOT PROTECTION 1.FENCING TO BE PROVIDED AND MAINTAINED AT LIMITS OF OUTER CRITICAL ROOT ZONE-SEE PLANS FOR LOCATION 2.ARBORIST'S APPROVAL REQUIRED FOR USE/ACCESS WITHIN ZONE B. 3.PERMISSION FOR USE/ACCESS REQUIRES SURFACE PROTECTION FOR ALL UNFENCED, UNPAVED SURFACES WITHIN CRITICAL ROOT ZONE SURFACE PROTECTION MEASURES 1.TEMPORARY ACCESS: MULCH LAYER, 6"-8" DEPTH, & 3/4" PLYWOOD SHEETS 2.RECURRING ACCESS: MULCH LAYER, 6"-8" DEPTH, & STEEL PLATES 1.TREE PROTECTION FENCING 2.CONCRETE BLOCK OR STEEL BASE STAND. NOTES: A.PROVIDE TREE PROTECTION SIGNAGE 24' O.C. ALONG FENCING B.WHERE TREE PROTECTION MATCHES CONSTRUCTION LIMITS, USE CIVIL CONSTRUCTION LIMIT FENCE AND DETAIL. C.WHERE TREE PROTECTION IS SEPARATE FROM CONSTRUCTION LIMITS, USE TREE PROTECTION FENCE DETAIL AS SHOWN. TREE PROTECTION AND TREE PROTECTION FENCE SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC 08-27-24 EXIST. BUFFER EXIST. SIDEWALK SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC 17 RS01 ROADWAY SECTIONS DETAIL A PAVEMENT REPAIR PER COR STD. PLAN 103 NTS 2.0% 2.0FT MIN. TYPICAL SECTION - S 7TH ST STA. 101+50.00 TO STA. 104+29.50 NTS VARIES 0.0FT - 11.0FT TURN LANE 11.0FT LANE 11.0FT LANE VARIES 2.0FT - 4.0FT BUFFER ℄ EXIST. EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY 30.0FT30.0FT EXISTING EXISTING 1.5 FT TYPICAL SECTION - S 7TH ST STA. 104+29.50 TO STA. 110+00.00 NTS 9.5FT 12.0FT SHARED USE PATH EXISTING GROUNDEXISTING GROUND SEE DETAIL A EXIST. SIDEWALK 11.0FT LANE 11.0FT LANE 2.0FT BUFFER ℄ EXIST. EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY 30.0FT30.0FT EXISTING 2.0% 1.5 FT 9.5FT 12.0FT CYCLE TRACK EXISTING GROUNDEXISTING GROUND 5.0FT BUFFER 6.0FT SIDEWALK3.0FT 0.5FT VARIES 1.5FT - 3.5FT 1:4 STD. 1:2 MAX. 1.5%1.5% 1.5%1.5% 3 MATERIAL CODE #MATERIAL DESCRIPTION 4" CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102 4" CRUSHED SURFACING TOP COURSE PER COR STD. PLAN 102 SEE LANDSCAPING PLANS FOR GROUND TREATMENTS STREET TREE - SEE PLANTING PLAN, SHEETS LP01 - LP04 CEMENT CONCRETE TRAFFIC CURB & GUTTER PER COR STD. PLAN 101 6" CRUSHED SURFACING TOP COURSE 7" HMA CL 1 2" PG 64-22 WHITE TRAFFIC SEPARATOR 30FT O.C. PER CHANNELIZATION AND SIGNING PLAN SHEETS CH01-CH09 FENCE PER PAVING PLAN SHEET PV01-PV03 1 2 3 4 5 6 7 8 9 TYPICAL SECTION - BURNETT AVE S STA. 300+25.00 TO STA. 301+38.70 NTS 12.0FT LANE ℄ EXIST. EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY VARIES 32.0FT - 100.0FT VARIES 26.0FT - 50.0FT 1.5% 12.0FT CYCLE TRACK EXISTING GROUND VARIES 0.0FT - 15.0FT VARIES 12.0FT - 20.0FT LANE VARIES 5.0FT - 10.0FT BUFFER 1.5%2.0%1.5% 12 3193 8 4 3 321 1 2 EXISTING 1.0FT FLAT 1.0FT FLAT 27 65 5 EXIST. SIDEWALK 5 7 6 3 5.0FT BUFFER 3 12.0FT SHARED USE PATH 3 1:4 STD. 1:2 MAX. 1.5% 08-27-24 PAVING 01 CONSTRUCTION NOTES CONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06. CONSTRUCT CEMENT CONCRETE TRAFFIC CURB & GUTTER PER COR STD. PLAN 101, PAVING DETAIL SHEETS PP01 - PP06, AND SHEET RS01 DETAIL A. CONSTRUCT PEDESTRIAN REFUGE ISLAND PER DETAIL SHEET PVD07. CONSTRUCT COMBINATION CURB RAMP PER CURB RAMP DETAILS & WSDOT STD. PLAN F-40.14-03, SHEETS PVD01 - PVD05 1 2 7 13 PAVING NOTES 1.SEE NT01 FOR GENERAL NOTES & TESC NOTES. 2.SEE LG FOR LEGEND. 3.SEE DM01 - DM02 FOR DEMOLITION LIMITS. 4.SEE RS01 FOR TYPICAL SECTIONS. 5.SEE EC01 - SD02 FOR DRAINAGE DETAILS. 6.SEE DET01 FOR STANDARD PLANS & DETAILS. 500+00 501+00 502+00 503+00 BEGIN STA. 501+53.2 39.7FT LT 1 END STA. 501+71.2 39.7FT LT 1 BEGIN STA. 501+53.4 26.9FT LT 2 END STA. 501+87.3 27.1FT LT 2 BEGIN STA. 501+62.4 27.6FT RT 2 END STA. 501+73.3 27.6FT RT 2 RIGHT-OF-WAYCHANNELIZATION FEATURESIGNSIGN (DOUBLE SIDED)SIGN (BUSINESS)CONSTRUCTION NOTESIGN NOTESIGN REMOVAL NOTESIGN RELOCATE NOTESIGN EXISTING TO REMAIN NOTERAISED CROSSING(SEE CHANNELIZATION AND SIGNINGGENERAL NOTE 10)LEGENDEXISTINGPROPOSED EXISTING ROWSAWCUT LINECONCRETE REMOVALASPHALT REMOVALMEDIAN ASPHALT REMOVALCLEAR AND GRUBGRAVEL REMOVAL (MIN 4")CURB REMOVALINLET PROTECTIONLEGEND EXISTING ROWSAWCUTSCH80 CONDUITCHAIN LINK FENCEPRIVACY FENCEJUNCTION BOXCONCRETE SIDEWALK(SEE NOTE 4, SHEET PV01)CONCRETE DRIVEWAYASPHALT ROADWAY(SEE NOTE 4, SHEET PV01)DETECTABLE WARNING SURFACESEED & MULCHRAISED CROSSING(SEE DETAIL SHEET PVD05)SEE LANDSCAPING PLANS LEGEND DESCRIPTIONEXISTING SYMBOLPROPOSED SYMBOLRIGHT-OF-WAYCONDUITCONSTRUCTION NOTESIGNAL POLE CONSTRUCTION NOTEWIRE NOTESIGN NOTESIGNAL POLE AND MAST ARMTYPE PS/TYPE 1 SIGNAL STANDARDPEDESTRIAN PUSHBUTTON POSTVEHICLE SIGNAL HEADPEDESTRIAN SIGNAL HEADPEDESTRIAN PUSHBUTTONEMERGENCY VEHICLE PRE-EMPTION (EVP) DETECTORWIRELESS ANTENNAMAST ARM MOUNTED SIGNTRAFFIC SIGNAL CONTROLLER CABINETELECTRICAL SERVICE CABINETJUNCTION BOX, TYPE 1JUNCTION BOX, TYPE 2JUNCTION BOX, TYPE 825-TA VAULTLUMINAIREHYBRID RADAR/VIDEO DETECTION CAMERAAXIS MULTISENSOR PANORAMIC VIDEO DETECTION CAMERARADAR/VIDEO DETECTION ZONE LEGEND DESCRIPTIONEXISTING SYMBOLPROPOSED SYMBOLRIGHT-OF-WAYCONDUITCONSTRUCTION NOTEWIRE NOTEPOLE NOTERRFB (DOUBLE-SIDED)PEDESTRIAN PUSHBUTTON POSTPEDESTRIAN PUSHBUTTONJUNCTION BOX, TYPE 1JUNCTION BOX, TYPE 2ELECTRICAL SERVICE CABINETPEDESTRIAN FLASHING BEACONSTREET LIGHT LEGEND LEGENDEXISTING ROWCONSTRUCTION NOTESIGN NOTEDIRECTION OF TRAVELCHANNELIZATION DEVICE (HIGH VISIBILITY)TEMPORARY SIGN ON PORTABLE CRASHWORTHYSUPPORTSEQUENTIAL ARROW BOARDTYPE 3 BARRICADEWORK AREAPROTECTIVE WORK VEHICLE DESCRIPTIONEXISTING SYMBOLPROPOSED SYMBOLRIGHT-OF-WAYCONDUITCONSTRUCTION NOTEWIRE NOTELUMINAIRE POLE NOTELUMINAIRE POLEROADWAY LUMINAIREPEDESTRIAN LUMIANIREJUNCTION BOX, TYPE 1JUNCTION BOX, TYPE 2JUNCTION BOX, TYPE 8ELECTRICAL SERVICE CABINETLUMINAIRE AND JUNCTION BOX CONCRETE PADIRRIGATION CONTROLLER CABINET LEGEND EXISTING ROW SAWCUT SCH80 CONDUIT CHAIN LINK FENCE PRIVACY FENCE JUNCTION BOX CONCRETE SIDEWALK (SEE NOTE 4, SHEET PV01) CONCRETE DRIVEWAY ASPHALT ROADWAY (SEE NOTE 4, SHEET PV01) DETECTABLE WARNING SURFACE SEED & MULCH RAISED CROSSING (SEE DETAIL SHEET PVD05) SEE LANDSCAPING PLANS LEGEND SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC 18 PV01 PAVING PLAN WA L M A R T P A R K I N G L O T WA L M A R T P A R K I N G L O T RE N T O N S C H O O L D I S T R I C T PA R K I N G L O T 7 KEY MAP N.T.S. S 7TH ST 2 BU R N E T T A V E S SM I T H E R S A V E S T A L B O T R D S RAI N I E R A V E S SH A T T U C K A V E S O A K S D A L E A V E S W 131 13 2 SW 7TH ST 08-27-24 CONSTRUCTION NOTES CONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06. CONSTRUCT CEMENT CONCRETE TRAFFIC CURB & GUTTER PER COR STD. PLAN 101, PAVING DETAIL SHEETS PP01 - PP06, AND SHEET RS01 DETAIL A. CONSTRUCT DRIVEWAY PER COR STD. PLAN 104.4, SHEET PVD06. INSTALL TYPE 4 BLACK VINYL COATED 4FT CHAIN LINK FENCE PER WSDOT STD. PLAN L-20.10-03, SHEETPVD05. CONSTRUCT PERPENDICULAR CURB RAMP PER WSDOT STD. PLAN F-40.15-04, SHEET PVD05 & PAVING DETAIL SHEETS PVD01 - PVD04. INSTALL TACTILE DIRECTIONAL INDICATOR (TDI). CONSTRUCT BIKE RAMP PER DETAIL SHEETS PVD01 - PVD04. INSTALL 2-3" CONDUIT UNDER NEW SIDEWALK PER DETAIL SHEET PVD06. INSTALL TYPE 1 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04, SHEET PVD07. 1 2 3 5 6 11 12 14 15 PAVING 02 5.6FT 12.5FT 30.0FT 12.0FT BEGIN MATCH EXISTING STA. 101+29.1 53.0FT LT 1 STA. 101+28.8 29.0FT LT 1 STA. 102+80.2 29.0FT LT 1 STA. 103+58.7 21.8FT LT 1 STA. 103+73.9 25.5FT LT 1 BEGIN MATCH EXISTING STA. 101+15.3 53.5FT LT 2 STA. 103+73.9 21.8FT LT 1 100+00 101+00 102+00 103+00 104+00 20.7FT (EX) 30.0FT STA. 103+90.7 25.5FT LT 1 12.0FT 6.0FT 20.7FT (EX) 15.3FT (EX) 30.0FT 30.0FT MATCH EXISTING STA. 104+40.9 30.0FT LT 1 MATCH EXISTING STA. 104+45.9 30.0FT LT 1 STA. 104+83.3 27.0FT LT 1 END STA. 105+37.2 27.5FT LT 5 STA. 107+04.2 27.0FT LT 1 END MATCH EXISTING STA. 107+04.2 30.0FT LT 1 BEGIN MATCH EXISTING STA. 107+60.0 35.0FT LT 1 STA. 107+59.9 27.0FT LT 1 END MATCH EXISTING STA. 107+15.5 45.1FT LT 2 BEGIN MATCH EXISTING STA. 107+50.9 40.2FT LT 2 END MATCH EXISTING STA. 107+68.5 15.3FT LT 2 END MATCH EXISTING STA. 105+56.9 15.3FT LT 2 END MATCH EXISTING STA. 104+29.5 15.3FT LT 2 3.0FT 6.0FT 5.2FT BEGIN STA. 105+51.4 27.5FT LT 5 END STA. 107+03.7 27.5FT LT 5 BEGIN STA. 107+60.2 27.5FT LT 5 104+00 105+00 106+00 107+00 108+00 BEGIN MATCH EXISTING STA. 106+90.4 15.3FT LT 2 STA. 104+40.9 21.8FT LT 1 STA. 104+29.8 21.8FT LT 1 STA. 104+45.9 21.8FT LT 1 STA. 104+75.2 21.8FT LT 1 6.0FT BEGIN MATCH EXISTING STA. 105+31.7 15.3FT LT 2 STA. 104+87.7 21.0FT LT 1 BEGIN STA. 104+87.3 27.5FT LT 5 PAVING NOTES 1.SEE NT01 FOR GENERAL NOTES & TESC NOTES. 2.SEE LG FOR LEGEND. 3.SEE DM01 - DM02 FOR DEMOLITION LIMITS. 4.SEE RS01 FOR TYPICAL SECTIONS. 5.SEE EC01 - SD02 FOR DRAINAGE DETAILS. 6.SEE DET01 FOR STANDARD PLANS & DETAILS. RIGHT-OF-WAYCHANNELIZATION FEATURESIGNSIGN (DOUBLE SIDED)SIGN (BUSINESS)CONSTRUCTION NOTESIGN NOTESIGN REMOVAL NOTESIGN RELOCATE NOTESIGN EXISTING TO REMAIN NOTERAISED CROSSING(SEE CHANNELIZATION AND SIGNINGGENERAL NOTE 10)LEGENDEXISTINGPROPOSED EXISTING ROWSAWCUT LINECONCRETE REMOVALASPHALT REMOVALMEDIAN ASPHALT REMOVALCLEAR AND GRUBGRAVEL REMOVAL (MIN 4")CURB REMOVALINLET PROTECTIONLEGEND EXISTING ROWSAWCUTSCH80 CONDUITCHAIN LINK FENCEPRIVACY FENCEJUNCTION BOXCONCRETE SIDEWALK(SEE NOTE 4, SHEET PV01)CONCRETE DRIVEWAYASPHALT ROADWAY(SEE NOTE 4, SHEET PV01)DETECTABLE WARNING SURFACESEED & MULCHRAISED CROSSING(SEE DETAIL SHEET PVD05)SEE LANDSCAPING PLANS LEGEND DESCRIPTIONEXISTING SYMBOLPROPOSED SYMBOLRIGHT-OF-WAYCONDUITCONSTRUCTION NOTESIGNAL POLE CONSTRUCTION NOTEWIRE NOTESIGN NOTESIGNAL POLE AND MAST ARMTYPE PS/TYPE 1 SIGNAL STANDARDPEDESTRIAN PUSHBUTTON POSTVEHICLE SIGNAL HEADPEDESTRIAN SIGNAL HEADPEDESTRIAN PUSHBUTTONEMERGENCY VEHICLE PRE-EMPTION (EVP) DETECTORWIRELESS ANTENNAMAST ARM MOUNTED SIGNTRAFFIC SIGNAL CONTROLLER CABINETELECTRICAL SERVICE CABINETJUNCTION BOX, TYPE 1JUNCTION BOX, TYPE 2JUNCTION BOX, TYPE 825-TA VAULTLUMINAIREHYBRID RADAR/VIDEO DETECTION CAMERAAXIS MULTISENSOR PANORAMIC VIDEO DETECTION CAMERARADAR/VIDEO DETECTION ZONE LEGEND DESCRIPTIONEXISTING SYMBOLPROPOSED SYMBOLRIGHT-OF-WAYCONDUITCONSTRUCTION NOTEWIRE NOTEPOLE NOTERRFB (DOUBLE-SIDED)PEDESTRIAN PUSHBUTTON POSTPEDESTRIAN PUSHBUTTONJUNCTION BOX, TYPE 1JUNCTION BOX, TYPE 2ELECTRICAL SERVICE CABINETPEDESTRIAN FLASHING BEACONSTREET LIGHT LEGEND LEGENDEXISTING ROWCONSTRUCTION NOTESIGN NOTEDIRECTION OF TRAVELCHANNELIZATION DEVICE (HIGH VISIBILITY)TEMPORARY SIGN ON PORTABLE CRASHWORTHYSUPPORTSEQUENTIAL ARROW BOARDTYPE 3 BARRICADEWORK AREAPROTECTIVE WORK VEHICLE DESCRIPTIONEXISTING SYMBOLPROPOSED SYMBOLRIGHT-OF-WAYCONDUITCONSTRUCTION NOTEWIRE NOTELUMINAIRE POLE NOTELUMINAIRE POLEROADWAY LUMINAIREPEDESTRIAN LUMIANIREJUNCTION BOX, TYPE 1JUNCTION BOX, TYPE 2JUNCTION BOX, TYPE 8ELECTRICAL SERVICE CABINETLUMINAIRE AND JUNCTION BOX CONCRETE PADIRRIGATION CONTROLLER CABINET LEGEND 1 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC 19 PV02 PAVING PLAN MA T C H L I N E S T A 1 0 4 + 0 0 - S E E B E L O W MA T C H L I N E S T A 1 0 4 + 0 0 - S E E A B O V E MA T C H L I N E S T A 1 0 8 + 0 0 - S E E PV 0 3 16 6 11 6 2 2 S 7TH ST SH A T T U C K A V E S MO S E S L N S AL L E Y S 7TH ST WH I T W O R T H L N S PE D E S T R I A N P A T H AL L E Y MO R R I S A V E S 1 2 KEY MAP N.T.S. S 7TH ST DR I V E W A Y # 1 S T A . 1 0 2 + 5 7 3 DR I V E W A Y # 2 S T A . 1 0 3 + 4 3 3 DR I V E W A Y # 3 S T A . 1 0 5 + 4 4 3 1211 5 BU R N E T T A V E S SM I T H E R S A V E S T A L B O T R D S RAI N I E R A V E S SH A T T U C K A V E S O A K S D A L E A V E S W 2 2 6 15 15 15 15 15 14 14 14.0FT 18.3FT 13.1FT 11 5 08-27-24 PAVING 03 CONSTRUCTION NOTES CONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06. CONSTRUCT CEMENT CONCRETE TRAFFIC CURB & GUTTER PER COR STD. PLAN 101, PAVING DETAIL SHEETS PP01 - PP06, AND SHEET RS01 DETAIL A. CONSTRUCT DRIVEWAY PER COR STD. PLAN 104.4, SHEET PVD06. CONSTRUCT TYPE 3 DRIVEWAY PER WSDOT STD. PLAN F-80.10-04, SHEET PVD05. INSTALL TYPE 4 BLACK VINYL COATED 4FT CHAIN LINK FENCE PER WSDOT STD. PLAN L-20.10-03, SHEETPVD05. CONSTRUCT PERPENDICULAR CURB RAMP PER WSDOT STD. PLAN F-40.15-04, SHEET PVD05 & PAVING DETAIL SHEETS PVD01 - PVD04. INSTALL 6FT WOODEN PRIVACY FENCE PER DETAIL SHEET PVD07. CONSTRUCT RAISED CROSSING PER DETAIL SHEET PVD08. INSTALL TACTILE DIRECTIONAL INDICATOR (TDI). CONSTRUCT BIKE RAMP PER DETAIL SHEETS PVD01 - PVD04. INSTALL 2-3" CONDUIT UNDER NEW SIDEWALK PER DETAIL SHEET PVD06. INSTALL TYPE 1 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04, SHEET PVD07. 1 2 3 4 5 6 9 10 11 12 14 15 PAVING NOTES 1.SEE NT01 FOR GENERAL NOTES & TESC NOTES. 2.SEE LG FOR LEGEND. 3.SEE DM01 - DM02 FOR DEMOLITION LIMITS. 4.SEE RS01 FOR TYPICAL SECTIONS. 5.SEE EC01 - SD02 FOR DRAINAGE DETAILS. 6.SEE DET01 FOR STANDARD PLANS & DETAILS. 12.0FT 5.0FT 15.2FT (EX)30.0FT 30.0FT STA. 108+66.7 27.0FT LT 1 STA. 108+78.3 21.7FT LT 1 STA. 109+28.3 21.6FT LT 1 STA. 109+39.6 27.0FT LT 1 STA. 110+20.9 27.0FT LT 1 END MATCH EXISTING STA. 400+30.8 27.5FT LT 1 END MATCH EXISTING STA. 400+49.7 18.2FT LT 2 BEGIN MATCH EXISTING STA. 110+10.8 15.1FT LT 2 BEGIN MATCH EXISTING STA. 400+43.2 27.6FT RT 1 END MATCH EXISTING STA. 301+38.8 25.5FT LT 1BEGIN MATCH EXISTING STA. 108+78.3 15.2FT LT 2 END MATCH EXISTING STA. 109+28.3 15.2FT LT 2 END MATCH EXISTING STA. 301+53.9 38.2FT RT 1 STA. 301+52.9 20.5FT RT 1 5.0FT 6.0FT 3.0FT END STA. 108+83.8 27.5FT LT 5 BEGIN STA. 109+22.8 27.5FT LT 9 END STA. 110+19.7 27.5FT LT 9 BEGIN MATCH EXISTING STA. 400+49.7 17.9FT RT 2 END MATCH EXISTING STA. 301+38.7 20.0FT LT 2 12.0FT 20.0FT BEGIN MATCH EXISTING STA. 200+57.4 29.4FT RT 2 108+00 109+00 110+00 30 2 + 0 0 301 + 0 0 2 0 0 + 0 0 20 1 + 0 0 40 1 + 0 0 12.0FT 12.0FT 5.0FT 12.0FT END MATCH EXISTING STA. 301+61.7 12.0FT RT 2 20.7FT STA. 108+65.4 21.0FT LT 1 STA. 109+41.0 21.0FT LT 1 STA. 400+24.1 27.9FT RT 1 END MATCH EXISTING STA. 400+24.1 28.7FT RT 1 5 . 0 F T 1 2 . 0 F T END MATCH EXISTING STA. 301+56.1 22.9FT RT 1 STA. 301+08.6 29.5FT RT 1 STA. 301+15.9 32.5FT RT 1 END MATCH EXISTING STA. 301+17.0 37.5FT RT 1 STA. 200+01.6 49.6FT RT 1 BEGIN MATCH EXISTING STA. 199+60.5 38.5FT RT 1 5 . 0 F T RIGHT-OF-WAYCHANNELIZATION FEATURESIGNSIGN (DOUBLE SIDED)SIGN (BUSINESS)CONSTRUCTION NOTESIGN NOTESIGN REMOVAL NOTESIGN RELOCATE NOTESIGN EXISTING TO REMAIN NOTERAISED CROSSING(SEE CHANNELIZATION AND SIGNINGGENERAL NOTE 10)LEGENDEXISTINGPROPOSED EXISTING ROWSAWCUT LINECONCRETE REMOVALASPHALT REMOVALMEDIAN ASPHALT REMOVALCLEAR AND GRUBGRAVEL REMOVAL (MIN 4")CURB REMOVALINLET PROTECTIONLEGEND EXISTING ROWSAWCUTSCH80 CONDUITCHAIN LINK FENCEPRIVACY FENCEJUNCTION BOXCONCRETE SIDEWALK(SEE NOTE 4, SHEET PV01)CONCRETE DRIVEWAYASPHALT ROADWAY(SEE NOTE 4, SHEET PV01)DETECTABLE WARNING SURFACESEED & MULCHRAISED CROSSING(SEE DETAIL SHEET PVD05)SEE LANDSCAPING PLANS LEGEND DESCRIPTIONEXISTING SYMBOLPROPOSED SYMBOLRIGHT-OF-WAYCONDUITCONSTRUCTION NOTESIGNAL POLE CONSTRUCTION NOTEWIRE NOTESIGN NOTESIGNAL POLE AND MAST ARMTYPE PS/TYPE 1 SIGNAL STANDARDPEDESTRIAN PUSHBUTTON POSTVEHICLE SIGNAL HEADPEDESTRIAN SIGNAL HEADPEDESTRIAN PUSHBUTTONEMERGENCY VEHICLE PRE-EMPTION (EVP) DETECTORWIRELESS ANTENNAMAST ARM MOUNTED SIGNTRAFFIC SIGNAL CONTROLLER CABINETELECTRICAL SERVICE CABINETJUNCTION BOX, TYPE 1JUNCTION BOX, TYPE 2JUNCTION BOX, TYPE 825-TA VAULTLUMINAIREHYBRID RADAR/VIDEO DETECTION CAMERAAXIS MULTISENSOR PANORAMIC VIDEO DETECTION CAMERARADAR/VIDEO DETECTION ZONE LEGEND DESCRIPTIONEXISTING SYMBOLPROPOSED SYMBOLRIGHT-OF-WAYCONDUITCONSTRUCTION NOTEWIRE NOTEPOLE NOTERRFB (DOUBLE-SIDED)PEDESTRIAN PUSHBUTTON POSTPEDESTRIAN PUSHBUTTONJUNCTION BOX, TYPE 1JUNCTION BOX, TYPE 2ELECTRICAL SERVICE CABINETPEDESTRIAN FLASHING BEACONSTREET LIGHT LEGEND LEGENDEXISTING ROWCONSTRUCTION NOTESIGN NOTEDIRECTION OF TRAVELCHANNELIZATION DEVICE (HIGH VISIBILITY)TEMPORARY SIGN ON PORTABLE CRASHWORTHYSUPPORTSEQUENTIAL ARROW BOARDTYPE 3 BARRICADEWORK AREAPROTECTIVE WORK VEHICLE DESCRIPTIONEXISTING SYMBOLPROPOSED SYMBOLRIGHT-OF-WAYCONDUITCONSTRUCTION NOTEWIRE NOTELUMINAIRE POLE NOTELUMINAIRE POLEROADWAY LUMINAIREPEDESTRIAN LUMIANIREJUNCTION BOX, TYPE 1JUNCTION BOX, TYPE 2JUNCTION BOX, TYPE 8ELECTRICAL SERVICE CABINETLUMINAIRE AND JUNCTION BOX CONCRETE PADIRRIGATION CONTROLLER CABINET LEGEND SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC 20 PV03 PAVING PLAN 1 2 2 SM I T H E R S A V E S AL L E Y T A L B O T R D S BU R N E T T A V E S S 7TH ST 6 S 7TH ST MA T C H L I N E S T A 1 0 8 + 0 0 - S E E PV 0 1 KEY MAP N.T.S. KEY MAP N.T.S. S 7TH ST DR I V E W A Y # 4 S T A . 1 0 9 + 0 3 3 5 9 15 12 10 D R I V E W A Y # 5 S T A . 3 0 1 + 3 0 BU R N E T T A V E S SM I T H E R S A V E S T A L B O T R D S RAI N I E R A V E S SH A T T U C K A V E S O A K S D A L E A V E S W 4 1 1 2 1 6 2 1 1515 15 1438.0FT 24 . 6 F T 11 08-27-24 L1 L2 L3 L4 C1 C 2 C3101+00 102+00 103+00 104+00 1+00 2+00 3+00 PI : 2 + 1 9 . 3 0 PC : 0 + 0 0 . 5 8 PC: 0+15.97 PC : 3 + 2 3 . 9 5 PT: 0+09.79 PT : 0 + 5 5 . 6 6 STA. 0+00.00 = STA. 101+15.26, 53.47FT LT S 7TH ST STA. 3+27.87 = STA. 104+05.74, 5.52FT LT S 7TH ST PAVING NOTES 1.SEE NT01 FOR GENERAL NOTES & TESC NOTES. 2.SEE LG FOR LEGEND. 3.SEE DM01 - DM02 FOR DEMOLITION LIMITS. 4.SEE RS01 FOR TYPICAL SECTIONS. 5.SEE EC01 - SD02 FOR DRAINAGE DETAILS. 6.SEE DET01 FOR STANDARD PLANS & DETAILS. FL-7TH-SHA-NE NUMBER L1 C1 L2 C2 L3 L4 C3 RADIUS 20.00 25.00 1.25 LENGTH 0.58 9.22 6.17 39.69 163.64 104.64 3.93 LINE/CHORD DIRECTION S27° 39' 50.41"W S14° 27' 47.82"W S1° 15' 45.23"W S44° 13' 24.77"E S89° 42' 34.77"E S84° 30' 54.82"E N5° 38' 36.38"E BEGIN STATION 0+00.00 0+00.58 0+09.79 0+15.97 0+55.66 2+19.30 3+23.95 BEGIN N/E N: 175938.78, E: 1299161.74 N: 175938.26, E: 1299161.47 N: 175929.42, E: 1299159.19 N: 175923.25, E: 1299159.05 N: 175897.70, E: 1299183.92 N: 175896.87, E: 1299347.56 N: 175886.87, E: 1299451.72 END STATION 0+00.58 0+09.79 0+15.97 0+55.66 2+19.30 3+23.95 3+27.87 END N/E N: 175938.26, E: 1299161.47 N: 175929.42, E: 1299159.19 N: 175923.25, E: 1299159.05 N: 175897.70, E: 1299183.92 N: 175896.87, E: 1299347.56 N: 175886.87, E: 1299451.72 N: 175889.35, E: 1299451.97 EL E V A T I O N STATION FL-7TH-SHA-NE PROFILE 20 30 40 20 30 40 -0+25 0+00 1+00 2+00 3+00 3+50 -0+25 0+00 1+00 2+00 3+00 3+50 1.76% 0.34% 0.51%-2.84% GR A D E B R E A K S T A = 0 + 0 0 . 0 0 EL E V = 2 3 . 2 8 GR A D E B R E A K S T A = 0 + 5 5 . 6 6 EL E V = 2 4 . 2 6 GR A D E B R E A K S T A = 2 + 1 9 . 3 0 EL E V = 2 4 . 8 2 GR A D E B R E A K S T A = 3 + 2 3 . 9 5 EL E V = 2 5 . 3 6 GR A D E B R E A K S T A = 3 + 2 7 . 8 7 EL E V = 2 5 . 2 4 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC 21 PP01 PAVING PROFILES S 7TH ST SH A T T U C K A V E S FL-7TH-SHA-NE PLAN HORIZONTAL SCALE - 1" = 20' VERTICAL SCALE - 1" = 5' MATCH EXISTING MATCH EXISTINGEXISTING GROUND PC : 3 + 2 3 . 9 5 PROPOSED PROFILE 08-27-24 L1 L2 C1 C 2 C 3 L3 L4 C4 C5 C 6 107+00 108+00 PC: 90+20.69 PT: 90+15.72 PT: 90+28.62 PRC: 90+07.85 PC: 80+27.05 PC: 80+39.79 PT: 80+34.82 PRC: 80+50.58 STA. 80+00.00 = STA. 106+90.45, 15.35FT LT S 7TH ST STA. 80+61.33 = STA. 107+15.48, 45.07FT LT S 7TH ST STA. 90+00.00 = STA. 107+50.87, 40.24FT LT S 7TH ST STA. 90+45.64 = STA. 107+68.52, 15.26FT LT S 7TH ST PAVING NOTES 1.SEE NT01 FOR GENERAL NOTES & TESC NOTES. 2.SEE LG FOR LEGEND. 3.SEE DM01 - DM02 FOR DEMOLITION LIMITS. 4.SEE RS01 FOR TYPICAL SECTIONS. 5.SEE EC01 - SD02 FOR DRAINAGE DETAILS. 6.SEE DET01 FOR STANDARD PLANS & DETAILS. EL E V A T I O N STATION FL-7TH-MOR-NE PROFILE 20 30 40 20 30 40 89+75 90+00 90+75 89+75 90+00 90+75 1.15%0.65% GR A D E B R E A K S T A = 9 0 + 0 0 . 0 0 EL E V = 2 4 . 6 4 GR A D E B R E A K S T A = 9 0 + 4 3 . 0 0 EL E V = 2 5 . 1 4 GR A D E B R E A K S T A = 9 0 + 4 5 . 6 4 EL E V = 2 5 . 1 6 EL E V A T I O N STATION FL-7TH-MOR-NW PROFILE 20 30 40 20 30 40 79+75 80+00 81+00 79+75 80+00 81+00 2.30%-1.00%-4.30%2.28% GR A D E B R E A K S T A = 8 0 + 0 0 . 0 0 EL E V = 2 4 . 7 3 GR A D E B R E A K S T A = 8 0 + 2 7 . 0 0 EL E V = 2 5 . 3 5 GR A D E B R E A K S T A = 8 0 + 4 2 . 0 0 EL E V = 2 5 . 2 0 GR A D E B R E A K S T A = 8 0 + 5 6 . 2 5 EL E V = 2 4 . 5 9 GR A D E B R E A K S T A = 8 0 + 6 1 . 3 3 EL E V = 2 4 . 7 1 FL-7TH-MOR-NW NUMBER L1 C1 L2 C2 C3 RADIUS 5.00 15.00 15.00 LENGTH 27.05 7.77 4.97 10.79 10.75 LINE/CHORD DIRECTION S89° 41' 24.56"E N45° 46' 55.83"E N1° 15' 16.23"E N19° 21' 11.11"W N19° 25' 18.88"W BEGIN STATION 80+00.00 80+27.05 80+34.82 80+39.79 80+50.58 BEGIN N/E N: 175897.74, E: 1299736.72 N: 175897.60, E: 1299763.77 N: 175902.49, E: 1299768.80 N: 175907.45, E: 1299768.91 N: 175917.42, E: 1299765.41 END STATION 80+27.05 80+34.82 80+39.79 80+50.58 80+61.33 END N/E N: 175897.60, E: 1299763.77 N: 175902.49, E: 1299768.80 N: 175907.45, E: 1299768.91 N: 175917.42, E: 1299765.41 N: 175927.34, E: 1299761.91 FL-7TH-MOR-NE NUMBER C4 C5 L3 C6 L4 RADIUS 15.00 15.00 5.00 LENGTH 7.85 7.87 4.97 7.94 17.01 LINE/CHORD DIRECTION S16° 18' 32.67"W S16° 16' 47.28"W S1° 15' 16.23"W S44° 13' 41.86"E S89° 42' 39.95"E BEGIN STATION 90+00.00 90+07.85 90+15.72 90+20.69 90+28.62 BEGIN N/E N: 175922.33, E: 1299797.27 N: 175914.88, E: 1299795.09 N: 175907.42, E: 1299792.91 N: 175902.45, E: 1299792.80 N: 175897.34, E: 1299797.78 END STATION 90+07.85 90+15.72 90+20.69 90+28.62 90+45.64 END N/E N: 175914.88, E: 1299795.09 N: 175907.42, E: 1299792.91 N: 175902.45, E: 1299792.80 N: 175897.34, E: 1299797.78 N: 175897.26, E: 1299814.79 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC 22 PP02 PAVING PROFILES S 7TH ST MO R R I S A V E S FL-7TH-MOR-NW FL-7TH-MOR-NE PLAN MATCH EXISTING MATCH EXISTING EXISTING GROUND PROPOSED PROFILE MATCH EXISTING MATCH EXISTING EXISTING GROUND PROPOSED PROFILE HORIZONTAL SCALE - 1" = 20' VERTICAL SCALE - 1" = 5' HORIZONTAL SCALE - 1" = 20' VERTICAL SCALE - 1" = 5' 08-27-24 L1 L2 C1 C 2 C 3 PC: 70+08.90 PC: 70+37.22 PT: 70+32.22 PRC: 70+45.23 STA. 70+00.00 = STA. 110+10.79, 15.12FT LT S 7TH ST STA. 70+53.05 = STA. 400+49.71, 18.18FT LT S 7TH ST 110+58110+00 40 0 + 0 0 20 1 + 6 3 P C : 3 0 0 + 6 4 . 8 9 PAVING NOTES 1.SEE NT01 FOR GENERAL NOTES & TESC NOTES. 2.SEE LG FOR LEGEND. 3.SEE DM01 - DM02 FOR DEMOLITION LIMITS. 4.SEE RS01 FOR TYPICAL SECTIONS. 5.SEE EC01 - SD02 FOR DRAINAGE DETAILS. 6.SEE DET01 FOR STANDARD PLANS & DETAILS. EL E V A T I O N STATION FL-7TH-SMI-NW PROFILE 20 30 40 20 30 40 69+75 70+00 70+75 69+75 70+00 70+75 0.42% GR A D E B R E A K S T A = 7 0 + 0 0 . 0 0 EL E V = 2 5 . 8 6 GR A D E B R E A K S T A = 7 0 + 5 3 . 0 5 EL E V = 2 6 . 0 8 FL-7TH-SMI-NW NUMBER L1 C1 L2 C2 C3 RADIUS 15.00 15.00 15.00 LENGTH 8.90 23.32 5.00 8.01 7.82 LINE/CHORD DIRECTION S89° 41' 01.49"E N45° 46' 54.37"E N1° 14' 50.23"E N14° 03' 01.18"W N14° 24' 58.35"W BEGIN STATION 70+00.00 70+08.90 70+32.22 70+37.22 70+45.23 BEGIN N/E N: 175895.89, E: 1300057.06 N: 175895.84, E: 1300065.96 N: 175910.51, E: 1300081.04 N: 175915.51, E: 1300081.15 N: 175923.19, E: 1300079.23 END STATION 70+08.90 70+32.22 70+37.22 70+45.23 70+53.05 END N/E N: 175895.84, E: 1300065.96 N: 175910.51, E: 1300081.04 N: 175915.51, E: 1300081.15 N: 175923.19, E: 1300079.23 N: 175930.68, E: 1300077.30 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC 23 PP03 PAVING PROFILES S 7TH ST SM I T H E R S A V E S FL-7TH-SMI-NW PLAN MATCH EXISTING MATCH EXISTING EXISTING GROUND PROPOSED PROFILE HORIZONTAL SCALE - 1" = 20' VERTICAL SCALE - 1" = 5' 08-27-24 PAVING NOTES 1.SEE NT01 FOR GENERAL NOTES & TESC NOTES. 2.SEE LG FOR LEGEND. 3.SEE DM01 - DM02 FOR DEMOLITION LIMITS. 4.SEE RS01 FOR TYPICAL SECTIONS. 5.SEE EC01 - SD02 FOR DRAINAGE DETAILS. 6.SEE DET01 FOR STANDARD PLANS & DETAILS. EL E V A T I O N STATION FL-7TH-BUR-N PROFILE 20 30 40 20 30 40 49+75 50+00 51+00 52+00 52+50 49+75 50+00 51+00 52+00 52+50 -1.50%1.50% -1.00% 1.72% 8.33% -8.33 % 1.04%0.81%-2.73%1.00%2.96% GR A D E B R E A K S T A = 5 0 + 0 0 . 0 0 EL E V = 2 5 . 7 5 GR A D E B R E A K S T A = 5 1 + 7 3 . 7 5 EL E V = 2 7 . 5 1 GR A D E B R E A K S T A = 5 1 + 6 7 . 2 5 EL E V = 2 7 . 6 1 GR A D E B R E A K S T A = 5 0 + 2 7 . 5 1 EL E V = 2 6 . 2 2 GR A D E B R E A K S T A = 5 1 + 6 0 . 7 5 EL E V = 2 7 . 5 1 GR A D E B R E A K S T A = 5 1 + 7 9 . 7 5 EL E V = 2 7 . 0 1 GR A D E B R E A K S T A = 5 0 + 6 3 . 4 4 EL E V = 2 6 . 6 0 GRADE BREAK STA = 52+09.74 ELEV = 26.50 GRADE BREAK STA = 51+54.75 ELEV = 27.01 PVI STA: 51+29.43 PVI ELEV: 26.26 K: 8.84 LVC: 35.00 BV C S : 5 1 + 1 1 . 9 3 BV C E : 2 6 . 4 3 EV C S : 5 1 + 4 6 . 9 3 EV C E : 2 6 . 7 8 LOW PT. STA: 51+20.75 LOW PT ELEV: 26.39 PVI STA: 52+01.50 PVI ELEV: 26.42 K: 1.34 LVC: 5.00 BV C S : 5 1 + 9 9 . 0 0 BV C E : 2 6 . 4 9 EV C S : 5 2 + 0 4 . 0 0 EV C E : 2 6 . 4 4 LOW PT. STA: 52+02.66 LOW PT ELEV: 26.44 PVI STA: 50+81.29 PVI ELEV: 26.74 K: 8.29 LVC: 15.00 BV C S : 5 0 + 7 3 . 7 9 BV C E : 2 6 . 6 8 EV C S : 5 0 + 8 8 . 7 9 EV C E : 2 6 . 6 7 HIGH PT. STA: 50+80.52 HIGH PT ELEV: 26.71 RAMP RAISED CROSSING RAMP L1 L2 L3 L4 C1 C2 C3 C 4 C 5 C6 C7 C8 5 1 + 0 0 52+0 0 P C : 5 0 + 2 2 . 9 4 P C : 5 0 + 5 6 . 3 6 PC : 5 1 + 4 3 . 5 4 P T : 5 0 + 0 7 . 8 5 P T : 5 0 + 2 7 . 5 1 PT : 5 1 + 0 9 . 2 8 P T : 5 2 + 0 2 . 7 9 P C C : 5 1 + 7 9 . 7 4 PRC: 5 0 + 6 3 . 4 4 PRC: 50+8 1 . 6 5 P R C : 5 1 + 9 3 . 1 6 STA. 50+00.00 = STA. 400+49.70, 17.89FT RT SMITHERS AVE S STA. 52+09.74 = STA. 301+38.66, 20.05FT LT BURNETT AVE S 302+0 0 301+00 11 0 + 5 8 11 0 + 0 0 400 + 0 0 20 1 + 0 0 201 + 6 3 FL-7TH-BUR-N NUMBER C1 L1 C2 L2 C3 C4 C5 L3 C6 C7 C8 L4 RADIUS 10.00 10.00 5.00 62.00 25.00 86.00 15.00 15.00 LENGTH 7.85 15.08 4.57 28.85 7.08 18.21 27.63 34.26 36.20 13.42 9.64 6.95 LINE/CHORD DIRECTION S23° 48' 48.78"W S46° 18' 48.78"W S33° 13' 35.98"W S20° 08' 23.18"W S20° 25' 59.18"E S52° 35' 27.55"E S75° 50' 07.57"E N72° 30' 18.43"E N60° 26' 50.81"E N22° 45' 21.78"E N15° 31' 36.80"E N33° 55' 53.23"E BEGIN STATION 50+00.00 50+07.85 50+22.94 50+27.51 50+56.36 50+63.44 50+81.65 51+09.28 51+43.54 51+79.74 51+93.16 52+02.79 BEGIN N/E N: 175929.88, E: 1300113.36 N: 175922.88, E: 1300110.27 N: 175912.46, E: 1300099.36 N: 175908.68, E: 1300096.88 N: 175881.59, E: 1300086.94 N: 175875.49, E: 1300089.21 N: 175864.47, E: 1300103.63 N: 175858.04, E: 1300129.07 N: 175868.34, E: 1300161.75 N: 175886.06, E: 1300193.00 N: 175898.03, E: 1300198.02 N: 175907.16, E: 1300200.56 END STATION 50+07.85 50+22.94 50+27.51 50+56.36 50+63.44 50+81.65 51+09.28 51+43.54 51+79.74 51+93.16 52+02.79 52+09.74 END N/E N: 175922.88, E: 1300110.27 N: 175912.46, E: 1300099.36 N: 175908.68, E: 1300096.88 N: 175881.59, E: 1300086.94 N: 175875.49, E: 1300089.21 N: 175864.47, E: 1300103.63 N: 175858.04, E: 1300129.07 N: 175868.34, E: 1300161.75 N: 175886.06, E: 1300193.00 N: 175898.03, E: 1300198.02 N: 175907.16, E: 1300200.56 N: 175912.92, E: 1300204.43 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC 24 PP04 PAVING PROFILES FL-7TH-BUR-N PLAN MATCH EXISTING MATCH EXISTING EXISTING GROUND PROPOSED PROFILE BUR N E T T A V E S TA L B O T R D S SM I T H E R S A V E S HORIZONTAL SCALE - 1" = 20' VERTICAL SCALE - 1" = 5' 08-27-24 PAVING NOTES 1.SEE NT01 FOR GENERAL NOTES & TESC NOTES. 2.SEE LG FOR LEGEND. 3.SEE DM01 - DM02 FOR DEMOLITION LIMITS. 4.SEE RS01 FOR TYPICAL SECTIONS. 5.SEE EC01 - SD02 FOR DRAINAGE DETAILS. 6.SEE DET01 FOR STANDARD PLANS & DETAILS. EL E V A T I O N STATION CL-BUR PROFILE 25 30 40 25 30 40 299+75 300+00 301+00 301+75 299+75 300+00 301+00 301+75 7.31%-7.33 % 1.35%-1.35% 3.06%-0.50% -0.30%1.33% PVI STA: 300+55.00 PVI ELEV: 26.56 K: 9.83 LVC: 35.00 BV C S : 3 0 0 + 3 7 . 5 0 BV C E : 2 6 . 6 4 EV C S : 3 0 0 + 7 2 . 5 0 EV C E : 2 7 . 0 9 LOW PT. STA: 300+42.41 LOW PT ELEV: 26.63 PVI STA: 301+25.00 PVI ELEV: 27.19 K: 12.26 LVC: 20.00 BV C S : 3 0 1 + 1 5 . 0 0 BV C E : 2 7 . 2 2 EV C S : 3 0 1 + 3 5 . 0 0 EV C E : 2 7 . 3 3 LOW PT. STA: 301+18.68 LOW PT ELEV: 27.22 GR A D E B R E A K S T A = 3 0 0 + 1 3 . 5 4 EL E V = 2 6 . 7 6 GR A D E B R E A K S T A = 3 0 0 + 8 4 . 5 0 EL E V = 2 7 . 7 5 GR A D E B R E A K S T A = 3 0 1 + 0 6 . 1 3 EL E V = 2 7 . 2 5 GR A D E B R E A K S T A = 3 0 0 + 9 1 . 9 0 EL E V = 2 7 . 8 5 GR A D E B R E A K S T A = 3 0 0 + 9 9 . 3 1 EL E V = 2 7 . 7 5 GRADE BREAK STA = 300+77.66 ELEV = 27.25 GRADE BREAK STA = 301+38.63 ELEV = 27.37 RAMP RAISED CROSSING RAMP L1 L2 C1 302+0 0 301+00 STA. 300+00.00 = STA. 201+19.85, 0.00FT T TALBOT RD S 11 0 + 5 8 40 0 + 0 0 201 + 0 0 201 + 6 3 PC : 3 0 0 + 6 4 . 8 9 P T : 3 0 1 + 3 3 . 8 0 CL-BUR NUMBER L1 C1 L2 RADIUS 98.00 LENGTH 64.89 68.91 66.20 LINE/CHORD DIRECTION N72° 30' 18.43"E N52° 21' 40.49"E N32° 13' 02.54"E BEGIN STATION 300+00.00 300+64.89 301+33.80 BEGIN N/E N: 175837.39, E: 1300103.47 N: 175856.90, E: 1300165.35 N: 175898.12, E: 1300218.80 END STATION 300+64.89 301+33.80 302+00.00 END N/E N: 175856.90, E: 1300165.35 N: 175898.12, E: 1300218.80 N: 175954.13, E: 1300254.10 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC 25 PP05 PAVING PROFILES CL-BUR PLAN MATCH EXISTING MATCH EXISTINGEXISTING GROUNDPROPOSED PROFILE BUR N E T T A V E S TA L B O T R D S HORIZONTAL SCALE - 1" = 20' VERTICAL SCALE - 1" = 5' 08-27-24 PAVING NOTES 1.SEE NT01 FOR GENERAL NOTES & TESC NOTES. 2.SEE LG FOR LEGEND. 3.SEE DM01 - DM02 FOR DEMOLITION LIMITS. 4.SEE RS01 FOR TYPICAL SECTIONS. 5.SEE EC01 - SD02 FOR DRAINAGE DETAILS. 6.SEE DET01 FOR STANDARD PLANS & DETAILS. 301+00 60 + 0 0 61+00 PC : 6 0 + 5 6 . 2 8 PT : 6 0 + 3 8 . 3 3 P T : 6 1 + 3 3 . 6 2 P C C : 6 0 + 0 0 . 0 0 STA. 59+69.35 = STA. 300+13.06, 63.87FT RT BURNETT AVE S STA. 61+61.54 = STA. 301+61.71, 12.00FT RT BURNETT AVE S 201 + 0 0 L1 L2 C2 C3 C1 EL E V A T I O N STATION FL-7TH-BUR-S PROFILE 25 30 40 50 25 30 40 50 59+25 60+00 61+00 62+00 59+25 60+00 61+00 62+00 1.20%-1.20% 6.51% 2.58% -6.54 %-0.30%1.95% -1.00% GR A D E B R E A K S T A = 5 9 + 6 9 . 3 5 EL E V = 2 6 . 9 6 GR A D E B R E A K S T A = 6 0 + 7 0 . 6 1 EL E V = 2 7 . 0 1 GR A D E B R E A K S T A = 6 0 + 7 8 . 2 9 EL E V = 2 7 . 5 1 GR A D E B R E A K S T A = 6 0 + 8 6 . 6 0 EL E V = 2 7 . 6 1 GR A D E B R E A K S T A = 6 0 + 9 4 . 9 2 EL E V = 2 7 . 5 1 GR A D E B R E A K S T A = 6 1 + 0 2 . 5 7 EL E V = 2 7 . 0 1 GR A D E B R E A K S T A = 6 1 + 6 1 . 5 4 EL E V = 2 7 . 7 0 PVI STA: 60+41.00 PVI ELEV: 26.25 K: 9.79 LVC: 35.00 BV C S : 6 0 + 2 3 . 5 0 BV C E : 2 6 . 4 2 EV C S : 6 0 + 5 8 . 5 0 EV C E : 2 6 . 7 0 LOW PT. STA: 60+33.29 LOW PT ELEV: 26.37 PVI STA: 61+23.00 PVI ELEV: 26.95 K: 8.89 LVC: 20.00 BV C S : 6 1 + 1 3 . 0 0 BV C E : 2 6 . 9 8 EV C S : 6 1 + 3 3 . 0 0 EV C E : 2 7 . 1 4 LOW PT. STA: 61+15.67 LOW PT ELEV: 26.97 RAMP RAISED CROSSING RAMP FL-7TH-BUR-S NUMBER C1 C2 L1 C3 L2 RADIUS 156.74 30.00 110.00 LENGTH 30.65 38.33 17.95 77.35 27.91 LINE/CHORD DIRECTION N7° 10' 13.38"W N35° 01' 45.12"E N72° 30' 18.43"E N52° 21' 40.49"E N32° 13' 02.54"E BEGIN STATION 59+69.35 60+00.00 60+38.33 60+56.28 61+33.62 BEGIN N/E N: 175780.40, E: 1300135.13 N: 175810.76, E: 1300131.31 N: 175840.06, E: 1300151.85 N: 175845.45, E: 1300168.96 N: 175891.72, E: 1300228.96 END STATION 60+00.00 60+38.33 60+56.28 61+33.62 61+61.54 END N/E N: 175810.76, E: 1300131.31 N: 175840.06, E: 1300151.85 N: 175845.45, E: 1300168.96 N: 175891.72, E: 1300228.96 N: 175915.34, E: 1300243.84 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC 26 PP06 PAVING PROFILES BUR N E T T A V E S TA L B O T R D S FL-7TH-BUR-S PLAN MATCH EXISTING MATCH EXISTINGEXISTING GROUND PROPOSED PROFILE HORIZONTAL SCALE - 1" = 20' VERTICAL SCALE - 1" = 5' 08-27-24 23 24 25 26 27 0-5-10-15-20-25-30-35-40 6.4%1.5% 5.0FT TIE 16.0FT PATH 23 24 25 26 27 0-5-10-15-20-25-30-35-40 1.4%1.5% 8.0FT TIE 11.0FT S/W 23 24 25 26 27 0-5-10-15-20-25-30-35-40 7.5% 1.5% 9.2FT TIE 14.0FT PATH 24 25 26 27 28 0-5-10-15-20-25-30-35-40 3.2% 1.5% 8.3FT TIE 6.0FT S/W 25 26 27 28 29 0 5 10 15 20 25 30 35 40 7.8% 1.5% 1.9% 8.0FT APRON 12.0FT PATH 5.0FT TIE SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC 27 DWP01 DRIVEWAY PROFILES HORIZONTAL SCALE - 1" = 5' VERTICAL SCALE - 1" = 1' DRIVEWAY #1 STA. 102+57.60 DRIVEWAY #3 STA. 105+44.30 DRIVEWAY #2 STA. 103+43.57 DRIVEWAY #4 STA. 109+03.27 DRIVEWAY #5 STA 301+30.17 ROW CL S 7TH ST CL S 7TH ST CL S 7TH ST CL S 7TH ST CL BURNETT AVE S 08-27-24 502+00 *STA. 501+62.30 34.62FT RT ELEV. 24.99FT *STA. 501+62.30 39.62FT RT ELEV. 24.95FT *STA. 501+78.30 39.62FT RT ELEV. 25.00FT STA. 501+67.30 27.57FT RT ELEV. 24.50FT STA. 501+73.31 27.57FT RT ELEV. 24.53FT 5.0FT 6.0FT 5.0FT 6.5FT 1. 5 0 % 0. 6 0 % 0.00% 2.40% 0.50% 0.50% 1.00% 2.00% 7. 5 0 % 7. 5 0 % STA. 501+76.27 27.06FT LT ELEV. 24.42FT STA. 501+82.27 27.10FT LT ELEV. 24.45FT STA. 501+87.21 34.76FT LT ELEV. 25.29FT STA. 501+87.21 39.76FT LT ELEV. 25.37FT STA. 501+82.21 39.76FT LT ELEV. 25.07FT STA. 501+82.21 34.76FT LT ELEV. 24.99FTSTA. 501+76.21 34.76FT LT ELEV. 24.96FT STA. 501+76.21 39.76FT LT ELEV. 25.04FT STA. 501+71.21 39.76FT LT ELEV. 25.19FT STA. 501+71.21 34.76FT LT ELEV. 25.11FT 0.50% 5.0FT6.0FT5.0FT 7.0FT *2 . 9 9 % *STA. 501+92.21 39.76FT LT ELEV. 25.42FT *STA. 501+92.21 34.76FT LT ELEV. 25.24FT *STA. 501+53.31 34.76FT LT ELEV. 25.28FT *STA. 501+53.31 39.76FT LT ELEV. 25.43FT 5.0FT 1. 5 0 % 5.0FT 0. 8 0 % 1. 5 0 % 1. 5 0 % 1. 5 0 % 1. 5 0 % 3.00% 3.00% 0.50% 0.50%6.00% 6.00% 7. 5 0 % 7. 5 0 % 0.50% *3 . 5 5 % 1.00% 1.00% STA. 501+67.30 39.62FT RT ELEV. 25.07FT STA. 501+73.30 39.62FT RT ELEV. 25.10FT STA. 501+67.30 34.62FT RT ELEV. 24.99FT *STA. 501+78.30 34.62FT RT ELEV. 24.97FT STA. 501+73.30 34.62FT RT ELEV. 25.02FT NOTES 1.SEE SHEETS PV01 - PV06 FOR PAVING NOTES, CONSTRUCTION NOTES AND DETAILS NOT SHOWN HEREIN. 2.* DENOTES EXISTING FACILITY HORIZONTAL/VERTICAL INFORMATION ACCORDING TO SURVEY AND MAY VARY IN THE FIELD. SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. KBC JK KBC 28 PVD01 SW 7TH ST CURB RAMP DETAIL S 7TH ST MIDBLOCK 11/03/2023 KBC 11/03/2023 11/03/2023 JK KBC CURB RAMP DETAILS PAVING DETAILS NOTES 1.FIELD STAKE FINAL CURB, GUTTER, SIDEWALK, AND CURB RAMP. LOCATIONS TO BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. THE INTENT OF THESE CONSTRUCTION DETAILS IS TO PROVIDE ADA-COMPLIANT CURB RAMPS. THE LOCATIONS AND ELEVATIONS SHOWN ON THIS PLAN ARE APPROXIMATE AND SUBJECT TO MINOR ADJUSTMENT BY THE ENGINEER TO ACHIEVE ADA-COMPLIANT CURB RAMPS DURING CONSTRUCTION. 2.CURB RAMP LENGTHS MAY BE ADJUSTED TO ACHIEVE REQUIRED SLOPES AND TO ACCOMMODATE EXISTING SITE CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CURB RAMP THAT CANNOT BE CONSTRUCTED TO FULL COMPLIANCE PRIOR TO PLACING CONCRETE. ANY WORK THAT IS COMPLETE THAT IS NON-COMPLIANCE SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. COMPLIANCE OF CURB RAMP SLOPES SHALL BE MEASURED WITH A 2FT MAXIMUM LENGTH LEVEL. 3.ASPHALT PATCHES AT NEW CURBS SHALL MATCH EXISTING GRADES AND CROSS SLOPES AND MAINTAIN POSITIVE DRAINAGE. CONTRACTOR TO VERIFY EXISTING SLOPES IN THE FIELD PRIOR TO REMOVAL OF EXISTING ROADWAY SURFACE. 4.ELEVATIONS ARE PROVIDED AT FLOWLINES. TOP OF CURB SHOULD BE +0.5FT WHERE FULL HEIGHT CURB IS IDENTIFIED ON THE PAVING PLANS. 08-27-24 104+00 STA. 104+06.86 17.45FT LT ELEV. 25.00FT STA. 104+05.74 5.51FT LT ELEV. 25.24FT STA. 104+00.89 18.01FT LT ELEV. 25.59FT STA. 103+99.77 6.06FT LT ELEV. 25.83FT 9.80% 6.0FT 12.0FT 2. 0 0 % 9.80% 2. 0 0 % *STA. 104+29.52 15.32FT LT ELEV. 24.76FT NOTES 1.SEE SHEETS PV01 - PV06 FOR PAVING NOTES, CONSTRUCTION NOTES AND DETAILS NOT SHOWN HEREIN. 2.* DENOTES EXISTING FACILITY HORIZONTAL/VERTICAL INFORMATION ACCORDING TO SURVEY AND MAY VARY IN THE FIELD. 101+00 STA. 101+25.33 31.65FT LT ELEV. 24.32FT 7.5FT 12.0FT 6. 0 F T 6 . 0 F T STA. 101+21.33 31.70FT LT ELEV. 24.26FT STA. 101+25.47 43.65FT LT ELEV. 24.14FT 1.49%1.49% STA. 101+12.76 43.80FT LT ELEV. 23.53FT STA. 101+13.31 31.80FT LT ELEV. 23.71FT STA. 101+47.30 24.61FT LT ELEV. 24.96FT STA. 101+47.30 20.61FT LT ELEV. 24.90FT STA. 101+47.30 12.50FT LT ELEV. 24.29FT 12.0FT 4.0FT 7.5FT 4.0FT 6.0FT 6.0FT STA. 101+35.30 24.61FT LT ELEV. 24.88FT1. 5 0 % 5. 3 3 % 9 . 5 0 % 1.50%7.33% 1.50% 1. 5 0 % 1. 5 0 % 6.71% 0.67% 0.67%1. 5 0 % 1. 5 0 % 7. 5 0 % 7. 5 0 % 8.67% 6.00% 12.0FT 0.67% STA. 101+29.29 13.94FT LT ELEV. 24.11FT STA. 101+35.30 12.61FT LT ELEV. 24.21FT STA. 101+13.71 49.85FT LT ELEV. 23.35FT STA. 101+15.48 25.95FT LT ELEV. 23.78FT STA. 101+53.30 12.50FT LT ELEV. 24.31FT 12 . 0 F T STA. 101+21.47 43.70FT LT ELEV. 24.08FT STA. 101+35.30 20.61FT LT ELEV. 24.82FT SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. KBC JK KBC 29 PVD02 CURB RAMP DETAILS S 7TH ST CURB RAMP DETAIL S 7TH ST EAST OF SHATTUCK AVE 11/03/2023 KBC 11/03/2023 11/03/2023 JK KBC S 7TH ST SH A T T U C K A V E S CURB RAMP DETAIL S 7TH ST & SHATTUCK AVE 08-27-24 107+00 108+00 STA. 107+09.75 21.00FT LT ELEV. 25.69FT STA. 107+14.50 21.00FT LT ELEV. 25.62FT STA. 107+14.50 27.00FT LT ELEV. 25.56FT STA. 107+22.51 21.00FT LT ELEV. 25.27FT STA. 107+22.51 27.00FT LT ELEV. 25.21FT 1. 0 0 % 1.50% 1.50% 4.67% 4.67% 6.0FT 4.8FT 7.5FT 1. 0 0 % STA. 107+46.52 21.00FT LT ELEV. 24.88FT STA. 107+46.71 27.00FT LT ELEV. 24.81FT STA. 107+53.87 21.00FT LT ELEV. 25.38FT 1. 1 7 % 1.50%7.61% 6.0FT 6.0FT 6.9FT 6.7FT 1. 1 7 % STA. 107+22.51 21.00FT LT ELEV. 25.27FT 1. 0 0 % STA. 107+04.16 27.00FT LT ELEV. 25.71FT STA. 107+04.16 21.00FT LT ELEV. 25.62FT *STA. 107+04.28 32.00FT LT ELEV. 25.70FT *STA. 107+09.90 31.82FT LT ELEV. 25.20FT 1. 5 0 % 5.6FT *0.89% 7.39% 3. 5 3 % 0. 8 0 % 1.50% 1.25% *STA. 107+60.01 35.01FT LT ELEV. 25.48FT 1. 2 5 % 4. 3 8 % *3.70%STA. 107+53.87 27.00FT LT ELEV. 25.31FT 1. 1 7 % 1.50% STA. 107+59.87 21.00FT LT ELEV. 25.47FT STA. 107+64.87 27.00FT LT ELEV. 25.48FT STA. 107+64.87 21.00FT LT ELEV. 25.39FT 1.60% 1.60% 1. 5 0 % STA. 107+59.87 27.00FT LT ELEV. 25.40FT STA. 107+09.75 27.00FT LT ELEV. 25.63FT *STA. 107+54.08 35.18FT LT ELEV. 25.70FT NOTES 1.SEE SHEETS PV01 - PV06 FOR PAVING NOTES, CONSTRUCTION NOTES AND DETAILS NOT SHOWN HEREIN. 2.* DENOTES EXISTING FACILITY HORIZONTAL/VERTICAL INFORMATION ACCORDING TO SURVEY AND MAY VARY IN THE FIELD. SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. KBC JK KBC 30 PVD03 S 7TH ST MO R R I S A V E S CURB RAMP DETAIL S 7TH ST & MORRIS AVE 11/03/2023 KBC 11/03/2023 11/03/2023 JK KBC CURB RAMP DETAILS 08-27-24 110+00 301 + 0 0 STA. 110+20.92 21.00FT LT ELEV. 26.36FT STA. 110+26.76 21.00FT LT ELEV. 26.27FT STA. 110+31.61 21.00FT LT ELEV. 25.95FT 0. 5 0 % 0. 5 0 % 1.55% 4.51% 6.0FT 5.8FT 4.2FT 7.1FT STA. 400+27.03 1.49FT RT ELEV. 26.23FT STA. 400+20.99 0.57FT LT ELEV. 26.30FT STA. 400+27.16 9.53FT RT ELEV. 26.75FT STA. 400+21.16 9.63FT RT ELEV. 26.81FT STA. 400+21.23 13.62FT RT ELEV. 26.85FT 1. 0 0 % 1.75% 1.00%6.93% 6.0FT 4.0FT 11.3FT 9.1FT 0.4 5 % 6.4FT 1.1 0 % 6.7FT STA. 110+26.76 27.00FT LT ELEV. 26.30FT STA. 110+34.37 27.00FT LT ELEV. 25.98FT PRC, R48FT STA. 110+55.3 5.6FT LT PCC, R68.5FT STA. 300+49.9 29.5FT LT MATCH EXISTING STA. 300+99.4 29.5FT LT MATCH EXISTING STA. 301+08.7 23.7FT LT 7.62% *STA. 110+21.11 32.07FT LT ELEV. 26.53FT *STA. 110+26.91 32.00FT LT ELEV. 26.48FT 2. 7 6 % 5. 4 0 % STA. 110+15.92 27.00FT LT ELEV. 26.55FT STA. 110+15.92 21.00FT LT ELEV. 26.46FT 1. 5 0 % 3.00% 1.80% 1.55% 5.57% 1. 0 0 % STA. 400+18.00 21.92FT RT ELEV. 26.61FT *STA. 400+27.45 27.84FT RT ELEV. 26.70FT *STA. 400+18.11 28.73FT RT ELEV. 26.91FT 0.83% 6.0FT 2.7 0 % 1.69% 0. 4 3 % 4.50% *STA. 400+43.19 27.63FT RT ELEV. 26.46FT *STA. 400+43.19 21.74FT RT ELEV. 26.40FT 1. 5 3 % 1. 5 8 % STA. 110+44.98 11.22FT LT ELEV. 26.91FT STA. 110+40.99 0.15FT RT ELEV. 27.03FT STA. 110+45.50 2.48FT RT ELEV. 27.15FT STA. 110+51.40 7.97FT LT ELEV. 27.33FT 1.0 5 % 1.5 0 % STA. 110+20.92 27.00FT LT ELEV. 26.39FT *0.88% *1.04% STA. 400+27.37 21.86FT RT ELEV. 26.65FT STA. 400+27.23 13.52FT RT ELEV. 26.79FT NOTES 1.SEE SHEETS PV01 - PV06 FOR PAVING NOTES, CONSTRUCTION NOTES AND DETAILS NOT SHOWN HEREIN. 2.* DENOTES EXISTING FACILITY HORIZONTAL/VERTICAL INFORMATION ACCORDING TO SURVEY AND MAY VARY IN THE FIELD. SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. KBC JK KBC 31 PVD04 S 7TH ST SM I T H E R S A V E S CURB RAMP DETAIL S 7TH ST & SMITHERS AVE 11/03/2023 KBC 11/03/2023 11/03/2023 JK KBC CURB RAMP DETAILS 08-27-24 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC PVD05 32 PAVING DETAILS 08-27-24 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC PVD06 33 PAVING DETAILS NOTES 1.SEE PAVING PLANS FOR LIMIT OF 3" PVC CONDUIT. 2.CONDUIT TRENCH SHALL BE 3' WIDE. 3.CONDUIT SHALL BE PLACED 18" BELOW FINISHED GRADE WITH A MINIMUM 2" OF GRAVEL BASE BELOW THE CONDUIT. 22" GRAVEL BASE3" PVC SCH. 80 WITH PULL STRING, SEE NOTE 2 CONDUIT UNDER SIDEWALK NTS 08-27-24 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC PVD07 34 MATERIAL CODE #MATERIAL DESCRIPTION 6" EXTRUDED CONCRETE CURB PER WSDOT STD. PLAN F-10.42-00 2" HMA CL 1 2" PG 64-22 4" CRUSHED SURFACE TOP COURSE DETECTABLE WARNING SURFACE 1 2 3 8.0FT TYP 9.0FT TYP 2.0FT TYP R4.0FT TYP R0.5FT TYP135°FT TYP 45°FT TYP PEDESTRIAN REFUGE DETAIL NTS 15.0FT 0.5FT TYP 1 2 4 4 3 PAVING DETAILS 1" X 6" PLANKS (SECURED BY TWO GALVANIZED NAILS) 2' X 6" CAP 2" X 6" STRINGERS (2 EACH) 6" X 6" POST (PRESSURE TREATED) 8'-0" 1" X 6" PLANKS 2" X 6" CAP 6" STEP MAX WHEN NECESSARY FOR GRADE CHANGE CONCRETE FOOTING FINISH GRADE 16" TYP GRAVEL BASE (TYP) EXISTING SUB GRADE NOTES: 1. 6' X 6" POSTS NEED TO BE PRESSURE TREATED FIR. 2. ALL OTHER WOOD MEMBERS TO BE CEDAR. 3. ALL NAILS USED SHALL BE GALVANIZED. 3' - 0 " 6" 6' - 0 " 6FT WOOD PRIVACY FENCE NTS 11.0FT 08-27-24 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 KBC 05/03/2024 05/03/2024 JK KBC PVD08 35 RAIS E D C R O S S W A L K RA M P R A I S E D C R O S S W A L K N. T . S (D R A I N A G E D E T A I L S N O T S H O W N ) R A M P . . . SLOPE*SLOPE* ℄RAISED CROSSWALK ℄ROAD SIDEWALK RAISED CROSSWALK SURFACE (TYP.) 2.0% EDGE OF PAVEMENT EDGE OF RAISED CROSSWALK EDGE OF RAISED CROSSWALK EDGE OF PAVEMENT PLAN VIEW (N.T.S) SECTION A-A (N.T.S) SECTION B-B (N.T.S) B B AA MATERIAL CODE #MATERIAL DESCRIPTION 4" CEMENT CONCRETE SIDEWALK 4" CRUSHED SURFACING TOP COURSE CEMENT CONCRETE TRAFFIC CURB & GUTTER PER COR STD. PLAN 101 6" CRUSHED SURFACING TOP COURSE 7" HMA CL 1 2" PG 64-22 VARIES 0" TO 6" OF HMA CL 1 2" PG 64-22 CEMENT CONCRETE TRAFFIC CURB PER COR STD. PLAN 101 DETECTABLE WARNING SURFACE PER WSDOT STD. PLAN F-45.10-04 1 2 3 4 3 7 3 4 5 2FT TYP. 8 8 5 6 7 8 RAISED CROSSING DETAIL N.T.S PAVING DETAILS 0.5FT TYP. 5 6 4 7 7 2.0% *SEE PAVING PROFILES, SHEETS 21 - 26 FOR SLOPES 6FT MIN.12FT MIN.6FT MIN. 6 SIDEWALK SIDEWALK 08-27-24 SHEET OF SHEETS DESIGNED BY SOUTH 7TH STREET CORRIDOR IMPROVEMENTSPP DRAWN BY REVIEWED BY DATE 11/3/23 REVISION BY DATE CITY OF RENTON NOVEMBER 2023 DN 11/3/23 JJ 11/3/23 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T. 23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR BID BY _____________________________DATE _____________________________ Know what's below. Call before you dig. PRELIMINARYREVISION PER CITY OF RENTON REVIEW COMMENTS 5/01/24 REVISION PER COMMENTS DATED 6/12/2024 7/08/24 JJ JJ REVISION PER COMMENTS DATED 7/12/2024 7/31/24JJ 36 87 SD-01 STORM DRAINAGE PLAN SHEET OF SHEETS DESIGNED BY SOUTH 7TH STREET CORRIDOR IMPROVEMENTSPP DRAWN BY REVIEWED BY DATE 11/3/23 REVISION BY DATE CITY OF RENTON NOVEMBER 2023 DN 11/3/23 JJ 11/3/23 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T. 23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR BID BY _____________________________DATE _____________________________ Know what's below. Call before you dig. PRELIMINARYREVISION PER CITY OF RENTON REVIEW COMMENTS 5/01/24 REVISION PER COMMENTS DATED 6/12/2024 7/08/24 JJ JJ REVISION PER COMMENTS DATED 7/12/2024 7/31/24JJ 37 87 SD-02 STORM DRAINAGE PLAN SHEET OF SHEETS DESIGNED BY SOUTH 7TH STREET CORRIDOR IMPROVEMENTSPP DRAWN BY REVIEWED BY DATE 11/3/23 REVISION BY DATE CITY OF RENTON NOVEMBER 2023 DN 11/3/23 JJ 11/3/23 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T. 23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR BID BY _____________________________DATE _____________________________ Know what's below. Call before you dig. PRELIMINARYREVISION PER CITY OF RENTON REVIEW COMMENTS 5/01/24 REVISION PER COMMENTS DATED 6/12/2024 7/08/24 JJ JJ REVISION PER COMMENTS DATED 7/12/2024 7/31/24JJ 38 87 SD-03 STORM DRAINAGE PLAN STORM ALIGNMENT A STORM ALIGNMENT B STORM ALIGNMENT C STORM ALIGNMENT D STORM ALIGNMENT E SHEET OF SHEETS DESIGNED BY SOUTH 7TH STREET CORRIDOR IMPROVEMENTSPP DRAWN BY REVIEWED BY DATE 11/3/23 REVISION BY DATE CITY OF RENTON NOVEMBER 2023 DN 11/3/23 JJ 11/3/23 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T. 23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR BID BY _____________________________DATE _____________________________ Know what's below. Call before you dig. PRELIMINARYREVISION PER CITY OF RENTON REVIEW COMMENTS 5/01/24 REVISION PER COMMENTS DATED 6/12/2024 7/08/24 JJ JJ REVISION PER COMMENTS DATED 7/12/2024 7/31/24JJ 39 87 SD-04 STORM DRAINAGE PROFILES SHEET OF SHEETS DESIGNED BY SOUTH 7TH STREET CORRIDOR IMPROVEMENTSPP DRAWN BY REVIEWED BY DATE 11/3/23 REVISION BY DATE CITY OF RENTON NOVEMBER 2023 DN 11/3/23 JJ 11/3/23 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T. 23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR BID BY _____________________________DATE _____________________________ Know what's below. Call before you dig. PRELIMINARYREVISION PER CITY OF RENTON REVIEW COMMENTS 5/01/24 REVISION PER COMMENTS DATED 6/12/2024 7/08/24 JJ JJ REVISION PER COMMENTS DATED 7/12/2024 7/31/24JJ 40 87 SD-05 STORM DRAINAGE NOTES SHEET OF SHEETS DESIGNED BY SOUTH 7TH STREET CORRIDOR IMPROVEMENTSPP DRAWN BY REVIEWED BY DATE 11/3/23 REVISION BY DATE CITY OF RENTON NOVEMBER 2023 DN 11/3/23 JJ 11/3/23 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T. 23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR BID BY _____________________________DATE _____________________________ Know what's below. Call before you dig. PRELIMINARYREVISION PER CITY OF RENTON REVIEW COMMENTS 5/01/24 REVISION PER COMMENTS DATED 6/12/2024 7/08/24 JJ JJ REVISION PER COMMENTS DATED 7/12/2024 7/31/24JJ 41 87 SD-06 STORM DRAINAGE DETAILS SHEET OF SHEETS DESIGNED BY SOUTH 7TH STREET CORRIDOR IMPROVEMENTSPP DRAWN BY REVIEWED BY DATE 11/3/23 REVISION BY DATE CITY OF RENTON NOVEMBER 2023 DN 11/3/23 JJ 11/3/23 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T. 23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR BID BY _____________________________DATE _____________________________ Know what's below. Call before you dig. PRELIMINARYREVISION PER CITY OF RENTON REVIEW COMMENTS 5/01/24 REVISION PER COMMENTS DATED 6/12/2024 7/08/24 JJ JJ REVISION PER COMMENTS DATED 7/12/2024 7/31/24JJ 42 87 SD-07 STORM DRAINAGE DETAILS SYMBOL COMMON / BOTANICAL NAME CONT SIZE REMARKS QTY TREES SHRUBS ™ SYMBOL COMMON / BOTANICAL NAME CONT SIZE SPACING REMARKS QTY GROUND COVERS SOIL PREPARATION AND PLANTING NOTES: 1.ALL PLANTING AND LAWN AREAS SHALL RECEIVE SOIL PREPARATION AFTER SUBGRADE IS ESTABLISHED INCLUDING DECOMPACTION AND REMOVAL OF EXCESS MATERIALS SUCH AS ROCKS AND OTHER ITEMS OVER 3” IN DIAMETER PER SPECIFICATION SECTION 8-02.3(5) AND DETAILS 5 AND 6 ON SHEET LP-04. 2.COMPOST AMENDMENT SHALL BE PROVIDED IN PLANTING AREAS. SEE DETAIL 5 ON SHEET LP-04. 3.TOPSOIL SHALL BE INSTALLED ACCORDING TO SPECIFICATION SECTION 8-02.3(4) AND DETAILS 5 AND 6 ON SHEET LP-05. AFTER THE TOPSOIL HAS BEEN SPREAD, REMOVE LARGE CLODS, HARD LUMPS, AND ROCKS 2” IN DIAMETER AND LARGER. 4.PLANTING AND MULCHING OF THE PREPARED PLANTING AREAS SHALL BEGIN WITHIN TWO DAYS OF FINAL PREPARATION PER SPECIFICATION 9-02.3(5)C. 5.ALL PLANTING AREAS SHALL RECEIVE 3” OF WOOD CHIP MULCH TOP DRESSING. 6.UNDER NO CIRCUMSTANCES WILL PLANTING BE PERMITTED DURING UNSUITABLE SOIL OR WEATHER CONDITIONS AS DETERMINED BY THE ENGINEER OR AS PER SPECIFICATION 8-02.3(8)A. PLANTING SHALL OCCUR ONLY AFTER THE IRRIGATION SYSTEM HAS BEEN GUARANTEED TO BE OPERATIONAL PRIOR TO THE END OF THE NON-IRRIGATED PLANTING WINDOW AS IDENTIFIED IN SPECIFCIATION 8-02.3(8)A. GENERAL NOTES 1.SEE SHEET LP-04 FOR PLANTING AND SOIL PREPARATION DETAILS. 2.SEE SHEETS LI-01 - LI-06 FOR IRRIGATION PLANS AND DETAILS SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CASSI A S P R O F E SSIONAL E N G I N EER STA T E O F WASHIN G T O N R EGIST E R E D % SUBMITTAL100 CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 08/23/2024 LB 08/23/2024 08/23/2024 WS, MO WS, MO ST A T E O F WASHI N G T O NWILLIAM C . SHR A D E R L I C E N S E D LANDSCA P E A R C HITECTN O . 2 0 107730 EX P . 0 3 /0 9/2024 S 7 T H S T BU R N E T T A V E S SM I T H E R S A V E S T A L B O T R D S RAI N I E R A V E S SH A T T U C K A V E S 43 PLANTING PLAN & PLANTING SCHEDULE KEY MAP N.T.S. LP-01 SOUTH 7TH ST HYDROSEED TO LIMIT OF DISTURBANCE, TYP. S 7TH ST 08-27-24 SYMBOL COMMON / BOTANICAL NAME TREES SHRUBS ™ SYMBOL COMMON / BOTANICAL NAME GROUND COVERS GENERAL NOTES 1.SEE LP-01 FOR PLANT SCHEDULE AND PLANTING NOTES. 2.SEE SHEET LP-04 FOR PLANTING AND SOIL PREPARATION DETAILS. 3.SEE SHEETS LI-01 - LI-06 FOR IRRIGATION PLANS AND DETAILS SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CASSI A S P R O F E SSIONAL E N G I N EER STA T E O F WASHIN G T O N R EGIST E R E D % SUBMITTAL100 CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 08/23/2024 LB 08/23/2024 08/23/2024 WS, MO WS, MO ST A T E O F WASHI N G T O NWILLIAM C . SHR A D E R L I C E N S E D LANDSCA P E A R C HITECTN O . 2 0 107730 EX P . 0 3 /0 9/2024 MA T C H L I N E S E E B E L O W MA T C H L I N E S E E A B O V E MA T C H L I N E S E E S H E E T L P - 0 3 BU R N E T T A V E S SM I T H E R S A V E S T A L B O T R D S RAI N I E R A V E S SH A T T U C K A V E S S 7TH ST KEY MAP N.T.S. 44 PLANTING PLAN SOUTH 7TH ST MO R R I S A V E S AL L E Y MO S E S L N S SH A T T U C K A V E S LP-02 35'21.6' 28'21'39'39'34'32' 8' ROOT BARRIER INSTALLED AT STREET TREES AT BACK OF CURB AND BACK OF SIDEWALK, CENTER ON TREE TRUNK. SEE DETAIL 1/LP-04 AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, TYP. ROOT BARRIER INSTALLED AT STREET TREES AT BACK OF CURB AND BACK OF SIDEWALK, CENTER ON TREE TRUNK. SEE DETAIL 1/LP-04 AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, TYP. WOOD CHIP MULCH AT BACK OF NEW SIDEWALK 8' 8'8'8'8'8'8' 14' 4' ADD NEW IMPORT TOPSOIL AND HYDROSEED TO LIMIT OF DISTURBANCE, TYP. ADD NEW IMPORT TOPSOIL AND HYDROSEED TO LIMIT OF DISTURBANCE, TYP. 08-27-24 GENERAL NOTES 1.SEE LP-01 FOR PLANT SCHEDULE AND PLANTING NOTES. 2.SEE SHEET LP-04 FOR PLANTING AND SOIL PREPARATION DETAILS. 3.SEE SHEETS LI-01 - LI-06 FOR IRRIGATION PLANS AND DETAILS SYMBOL COMMON / BOTANICAL NAME TREES SHRUBS ™ SYMBOL COMMON / BOTANICAL NAME GROUND COVERS SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CASSI A S P R O F E SSIONAL E N G I N EER STA T E O F WASHIN G T O N R EGIST E R E D % SUBMITTAL100 CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 08/23/2024 LB 08/23/2024 08/23/2024 WS, MO WS, MO ST A T E O F WASHI N G T O NWILLIAM C . SHR A D E R L I C E N S E D LANDSCA P E A R C HITECTN O . 2 0 107730 EX P . 0 3 /0 9/2024 MA T C H L I N E S E E S H E E T L P - 0 2 S 7TH ST BU R N E T T A V E S SM I T H E R S A V E S T A L B O T R D S RAI N I E R A V E S SH A T T U C K A V E S KEY MAP N.T.S. 45 PLANTING PLAN LP-03 SOUTH 7TH ST SM I T H E R S A V E S BU R N E T T A V E S T A L B O T R D S 35'30'35'47' ADD NEW IMPORT TOPSOIL AND HYDROSEED TO LIMIT OF DISTURBANCE, TYP. ADD NEW IMPORT TOPSOIL AND HYDROSEED TO LIMIT OF DISTURBANCE AT BACK OF SIDEWALK, TYP. LANDSCAPE ARCHITECT TO FIELD VERIFY PLANTING LAYOUT PRIOR TO INSTALLTION EXTEND SUBGRADE PREPARATION WITH NEW TOPSOIL, COMPOST, GROUNDCOVER, AND MULCH TO EXTENTS OF EXISTING GRAVEL REMOVAL. REFER TO DEMO PLANS FOR EXTENTS OF REMOVAL IN THIS AREA ROOT BARRIER INSTALLED AT STREET TREES AT BACK OF CURB AND BACK OF SIDEWALK, CENTER ON TREE TRUNK. SEE DETAIL 1/LP-04 AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, TYP. 8'8'8'8'8'8' 10' 08-27-24 2/ 3 H T . O F T R E E 8 ' - 0 " M A X . 3x DIAMETER OF ROOTBALL 18 " M I N . 1.GUY TRUNK TO STAKE PER SPECIFICATIONS 2.2" X 2" X 10' PRE-STAINED STAKE. CUT TOP OF STAKE. 3.6" BERM 4.3" MIN. TOP MULCH LAYER -- DO NOT PLACE MULCH DIRECTLY AGAINST TREE TRUNK 5.SET SO ROOT FLARE OR FIRST ROOT IS 1" ABOVE FINISHED GRADE 6.REMOVE BURLAP AND WIRE BASKET 7.BACKFILL WITH SOIL TYPE A. WATER SETTLE SOIL AFTER PLANTING 8.ROUGHEN SIDES AND BOTTOM OF THE HOLE 9.PREPARED SUBGRADE AND PLANTING SOIL PER DETAILS 10.RETAIN UNDISTURBED NATIVE SOIL OR COMPACT PREPARED SUBGRADE FOR FIRM BASE 11.WHEN PLANTING TREES WITHIN PLANTING BED, EXTEND COMPOST MULCH TO EDGE OF BED. 12.BRANCHING HEIGHT PER PLANT SCHEDULE. 13.ADJACENT PAVEMENT 14.ADJACENT CURB 15.24" DEPTH, ROOT BARRIER PLACED AT PAVEMENT AND CURB EDGES NOTE A.DO NOT PLANT IN WET CONDITIONS. PROVIDE DRAINAGE FROM EACH PLANTING PIT IF NECESSARY. B.PHOTOGRAPH PLANTING PIT WITH BURLAP, WIRE, ETC. LAID FLAT AT BOTTOM OF PIT. 65 1 2 12 43 14 7 8 9 10 6" MIN. 1/ 3 H T . OF T R E E 11 15 15 13 MIN. 2X ROOTBALL 1.3" MIN. TOP MULCH - FEATHER BACK FROM STEM 2.TOPSOIL TYPE A 3.REMOVE BURLAP OR CONTAINER 4.SET SO FIRST ROOT EMERGING FROM MAIN STEM IS 1" ABOVE FINISHED GRADE 5.ROUGHEN SIDES AND BOTTOM OF HOLE 6.COMPACT SOIL FOR FIRM BASE 7.PREPARED SUBGRADE AND PLANTING SOIL PER DETAILS 8.WHEN PLANTING SHRUBS WITHIN PLANTING BED, EXTEND TOP MULCH TO EDGE OF BED 9.6" BERM AROUND PLANTING PIT NOTES: A. DO NOT PLANT IN WET CONDITIONS, PROVIDE DRAINAGE FROM EACH PLANTING PIT IF NECESSARY. B. SPACING TO BE TRIANGULAR UNLESS SHOWN OTHERWISE. 6" MIN. 1 2 9 8 5 6 4 3 7 X X X 1'-0" X = EQUAL SPACING, PER PLANT SCHEDULE BACK OF CURB OR EDGE OF PAVEMENT OR PLANTING BED 1.SUBGRADE LEVEL, MAX. 1:1 SLOPE. DEPTH OF EXCAVATION TO ACCOMMODATE COMPOST AND SOIL DEPTHS. 2.RIP SUBGRADE TO 8" MIN. DEPTH 3.TILL OR RIP IN MEDIUM COMPOST TO 8" DEPTH OF RIPPED SUBGRADE. 4.INSTALL IMPORTED PLANTING SOIL IN 2 EQUAL LIFTS. 1ST LIFT TILLED INTO TOP 8" OF PREPARED SUBGRADE. 5.WOOD CHIP MULCH NOTES: A.AT END OF WARRANTY SUPPLEMENT WOOD CHIP MULCH TO ACHIEVE FINAL TOTAL DEPTH OF 3" WOOD CHIP MULCH. B.FINISH SURFACE OF MULCH TO BE 12" BELOW ADJACENT PAVEMENT. 1 2" 8" PLANTING AREAS 21 2" 8" 3 4 5 1 2 3" 1.SUBGRADE LEVEL, MAX. 1:1 SLOPE. DEPTH OF EXCAVATION TO ACCOMMODATE SOIL DEPTH. 2.RIP SUBGRADE TO 8" MIN. DEPTH 3.INSTALL IMPORTED PLANTING SOIL IN 2 EQUAL LIFTS. 1ST LIFT TILLED INTO TOP 8" OF PREPARED SUBGRADE. 1 2" 8" LAWN AREAS 8" 3 1 2 1.SPACE GROUNDCOVER AS INDICATED ON PLANTING PLAN, TRIANGULAR SPACING 2.3" DEPTH WOOD CHIP MULCH 3.PREPARE SUBGRADE PER DETAILS 4.UNDISTURBED SUBGRADE NOTES: A. DO NOT PLANT IN WET CONDITIONS. PROVIDE DRAINAGE FROM EACH PLANTING PIT IF NECESSARY EQUAL TRIANGULAR SPACING E Q U A L NOT TO SCALE EQ U A L 1 2 3 4 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CASSI A S P R O F E SSIONAL E N G I N EER STA T E O F WASHIN G T O N R EGIST E R E D % SUBMITTAL100 CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 08/23/2024 LB 08/23/2024 08/23/2024 WS, MO WS, MO ST A T E O F WASHI N G T O NWILLIAM C . SHR A D E R L I C E N S E D LANDSCA P E A R C HITECTN O . 2 0 107730 EX P . 0 3 /0 9/2024 SCALE: DECIDUOUS TREE01 -1" = 1'-0"SCALE: SHRUB PLANTING02 -1" = 1'-0"SCALE: PLANT SPACING03 -1" = 1'-0" SCALE: SHRUB AREA SOIL PREPARATION0 -1" = 1'-0"SCALE: LAWN AREA SOIL PREPARATION0 -1" = 1'-0" 46 PLANTING DETAILS LP-04 SCALE: GROUNDCOVER PLANTING0 -1" = 1'-0" 08-27-24 TEMPORARY IRRIGATION TO LIMIT OF NEW SEEDING, TYP. SEE LEGEND IRRIGATION NOTES 1.ADJUST ALL IRRIGATION HEADS TO PROVIDE MAXIMUM COVERAGE, MINIMUM OVERSPRAY, AND NO FOGGING. SET ALL HEADS BACK FROM CURBS, PAVING, AND WALLS. SPRINKLER HEADS SHALL BE INSTALLED WITH 6" OFFSET FROM BACK OF PAVING OR CURB EDGES. 2.LOCATION OF IRRIGATION MAINLINE, LATERALS, AND SLEEVING ARE SCHEMATIC ONLY AND SHALL OCCUR IN PLANTING AREAS UNLESS SLEEVING IS SHOWN. IF SLEEVES AREA SHOWN, THEY ARE TO BE STRAIGHT RUNS, TYP. MAKE MINOR CHANGES TO COORDINATE WITH ACTUAL AS-BUILT DIMENSIONS AND CONDITIONS. 3.VALVE BOXES ARE SHOWN SCHEMATICALLY AND MUST BE LOCATED IN MULCH AREAS WHEN NEAR PLANTING BEDS. WHEN LOCATED IN LAWN AREAS WITH NO NEARBY PLANTING BEDS, VALVES SHALL BE LOCATED AGAINST ADJACENT PAVING AND CURBS. 4.COORDINATE IRRIGATION 2" METER AND 2" STUB-OUT WITH CITY OF RENTON ENGINEER . 5.ANTICIPATED AVAILABLE STATIC WATER PRESSURE IS +/-74PSI, AS PROVIDED BY CITY OF RENTON ON 4/5/2024. VERIFY MIN 65PSI PRESSURE AT POINT OF CONNECTION PRIOR TO START OF WORK. 6.THE IRRIGATION SYSTEM HAS BEEN DESIGNED WITH SEPARATE HYDROZONES ACCORDING TO THE NEEDS OF THE PLANT MATERIAL. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO PROVIDE A MINIMUM AVERAGE DISTRIBUTION UNIFORMITY OF 0.625. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO AVOID RUNOFF, LOW HEAD DRAINAGE, AND OVERSPRAY. AVOID IRRIGATION DURING TIMES OF HIGH WINDS, WHEN RAINING, OR DURING THE MIDDLE OF THE DAY. 7.LATERAL PIPE SIZE SHALL BE NOTED ON PLAN. UNLABELED SECTIONS SHALL MATCH THE SIZE NOTED OF THE ADJACENT UPSTREAM PIPE. MINIMUM PIPE SIZE AT THE END OF LATERAL RUNS SHALL BE 3/4". 8.WHERE IRRIGATION PIPING IS SHOWN ADJACENT OR UNDER EXISTING TREES, MAKE MINOR ROUTE ADJUSTMENTS TO AVOID TRENCHING THROUGH LARGE TREE ROOTS. REFER TO SPECIFICATIONS FOR FURTHER INSTRUCTIONS. 9.REFER TO IRRIGATION SPECIFICATION FOR ADDITIONAL REQUIREMENTS. GENERAL NOTES 1.SEE IRRIGATION LEGEND AND VALVE SCHEDULE ON LI-04 2.SEE IRRIGATION DETAILS ON SHEETS LI-05 - LI-06 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CASSI A S P R O F E SSIONAL E N G I N EER STA T E O F WASHIN G T O N R EGIST E R E D % SUBMITTAL100 CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 08/23/2024 LB 08/23/2024 08/23/2024 WS, MO WS, MO ST A T E O F WASHI N G T O NWILLIAM C . SHR A D E R L I C E N S E D LANDSCA P E A R C HITECTN O . 2 0 107730 EX P . 0 3 /0 9/2024 BU R N E T T A V E S SM I T H E R S A V E S T A L B O T R D S RAI N I E R A V E S SH A T T U C K A V E S 47 IRRIGATION PLAN KEY MAP N.T.S. LI-01 SOUTH 7TH ST S 7TH ST 08-27-24 88 1223.0 1" 3" SLV 2" SLV (2)2" SLV (PVC SCH80) LOCATE ALL IRRIGATION MAINLINE, LATERALS, AND VALVES WITHIN PLANTING AREAS, UNLESS SLEEVING IS SHOWN, TYP. 117.7 1" SPARE WIRES TERMINATE 2 SPARE WIRES FOR FUTURE USE IN VALVE BOX AT ZONE 13. RUN CONTINUOUS WIRES BACK TO CONTROLLER LABEL WITH PLASTIC ID TAGS AT EACH END. 3" SLV (PVC SCH80) (2)2" SLV (PVC SCH80) 3 4"1" 3 4" 112"11 4" 11 4"1" 3 4" 3 4" 112" 3 4 12 8 5 5 8 8 21 88 5 5 888 8 8 8 8 15.9 1" 926.5 112" 3 4"1" POINT OF CONNECTION APPROXIMATE LOCATION OF P.O.C. TO STUB-OUT FROM IRRIGATION SERVICE LINE AS SHOWN ON CIVIL DRAWINGS. LOCATE IN PLANTING BED. VERIFY AND ADJUST LOCATION PRIOR TO INSTALLATION IF REQUIRED TO AVOID CONFLICTS WITH ADJACENT UTILITIES. PROVIDE P.O.C. COMPONENTS AS SHOWN IN DETAIL. NOTIFY OWNER IMMEDIATELY OF ANY DISCREPANCIES. SEE DETAIL '1' ON SHEET LI-05. 2" MAINLINE, TYP. 2" MAINLINE, TYP. 4" SLV 2" SLV 4' SLV (PVC SCH80) 4" SLV 2" SLV SLV 4" SLV (PVC SCH80) 4" SLV (2)ISOLATION VALVES LOCATE ALL IRRIGATION MAINLINE, LATERALS, AND VALVES WITHIN PLANTING AREAS, UNLESS SLEEVING IS SHOWN, TYP. 4" SLV CONTACT CITY OF RENTON ENGINEER TO COORDINATE IRRIGATION METER MODEL, LOCATION, AND INSTALLATION 3 4" 3 4" 3 4" 1"114" 1" 11 4" 112" 3 4"1" 2" SLV (PVC SCH80) (2)2" SLV (PVC SCH80) 3 4"3 4" 106 1" 2" SLV (2)2" SLV 2" SLV 3 4" 2" SLV 3 4"1"3 4" 11 4" 114"8 3 4" TEMPORARY IRRIGATION TO LIMIT OF NEW SEEDING, SEE LEGEND. GENERAL NOTES 1.SEE IRRIGATION NOTES ON SHEET LI-01 2.SEE IRRIGATION LEGEND AND VALVE SCHEDULE ON LI-04 3.SEE IRRIGATION DETAILS ON SHEETS LI-05 - LI-06 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CASSI A S P R O F E SSIONAL E N G I N EER STA T E O F WASHIN G T O N R EGIST E R E D % SUBMITTAL100 CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 08/23/2024 LB 08/23/2024 08/23/2024 WS, MO WS, MO ST A T E O F WASHI N G T O NWILLIAM C . SHR A D E R L I C E N S E D LANDSCA P E A R C HITECTN O . 2 0 107730 EX P . 0 3 /0 9/2024 MA T C H L I N E S E E B E L O W MA T C H L I N E S E E A B O V E MA T C H L I N E S E E S H E E T L I - 0 3 BU R N E T T A V E S SM I T H E R S A V E S T A L B O T R D S RAI N I E R A V E S SH A T T U C K A V E S 48 IRRIGATION PLAN KEY MAP N.T.S. SOUTH 7TH ST MO R R I S A V E S AL L E Y MO S E S L N S SH A T T U C K A V E S LI-02 S 7TH ST SOUTH 7TH ST 8 888 810 8 10 10 10 10 10 10 1010 8 8 8 8 888 8 88 88 8 8 1012 12 15 15 10 10 10 10 10 10 10 8 8 8 8 81010 8 810 10 8 5 8 8 8 88 8 8 5 5 5 5 4 26.7 112" 5 8.04 1"6 22.1 112" 3 4" 1" 2" MAINLINE, TYP. 4" SLV (PVC SCH80) 2" MAINLINE, TYP. 2" MAINLINE, TYP. 2"SLV 3" SLV (PVC SCH80) 2"SLV 4 SLV3"SLV 4" SLV 4" SLV (PVC SCH80) 2" SLV 4" SLV 4" SLV (PVC SCH80) 2" SLV TEMPORARY IRRIGATION TO LIMIT OF NEW SEEDING, SEE LEGEND. CONTROLLER LOCATE CONTROLLER ON SPECIFIED PEDESTAL IN APPROXIMATE LOCATION SHOWN. PROVIDE A 20 AMP CIRCUIT AND 120 VAC POWER TO CONTROLLER. OWNER SHALL APPROVE EXACT LOCATION. SEE LEGEND AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. LOCATE ALL IRRIGATION MAINLINE, LATERALS, AND VALVES WITHIN PLANTING AREAS, UNLESS SLEEVING IS SHOWN, TYP. 2" CONDUIT, COORDINATE WITH LANDSCAPE CONTRACTOR (2)ISOLATION VALVES 3 4" 3 4" 1"112" 3 4" 114" 3 4" 3 4" 3 4" 3 4" 3 4"3 4" 3 4" 329.2 112" 5 5 5 5 5 5 5 5 5 5 114" 3 4" 1" 3 4" 1"3 4" 114" 3 4" 3 4" 3 4" 2" SLV 2" SLV (PVC SCH80)2" SLV 01 51 5115 15 15 15 15 15 15 15 15 15 15 51 51 15 15 15 15 15 12 12 12 12 12 12 12 15 15 15 3 4" 1" 3 4" 1" 1" 1" 114" 3 4" 1" 1" 3 4" 1" 3 4"3 4" 3 4" 3 4" 3 4" 112" 114" 112" 2" 11 4" 2" 114" 3 4" 132.6 112" 234.3 112" 7 5 1" 114"3 4" 1" 2" SLV TEMPORARY IRRIGATION NORTH OF NEW FENCE AT PARCEL NO. 2963900055 3 4" SPARE WIRES TERMINATE 2 SPARE WIRES FOR FUTURE USE IN VALVE BOX AT ZONE 1. RUN CONTINUOUS WIRES BACK TO CONTROLLER LABEL WITH PLASTIC ID TAGS AT EACH END. GENERAL NOTES 1.SEE IRRIGATION NOTES ON SHEET LI-01 2.SEE IRRIGATION LEGEND AND VALVE SCHEDULE ON LI-04 3.SEE IRRIGATION DETAILS ON SHEETS LI-05 - LI-06 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CASSI A S P R O F E SSIONAL E N G I N EER STA T E O F WASHIN G T O N R EGIST E R E D % SUBMITTAL100 CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 08/23/2024 LB 08/23/2024 08/23/2024 WS, MO WS, MO ST A T E O F WASHI N G T O NWILLIAM C . SHR A D E R L I C E N S E D LANDSCA P E A R C HITECTN O . 2 0 107730 EX P . 0 3 /0 9/2024 MA T C H L I N E S T A 1 0 8 + 0 0 - S E E L I - 0 2 BU R N E T T A V E S SM I T H E R S A V E S T A L B O T R D S RAI N I E R A V E S SH A T T U C K A V E S 49 IRRIGATION PLAN KEY MAP N.T.S. LI-03 SOUTH 7TH ST SM I T H E R S A V E S BU R N E T T A V E S T A L B O T R D S S 7TH ST TEMPORARY IRRIGATION HAND WATER OR INSTALL ABOVE GROUND LATERAL PIPING WITH SPRAY SPRINKLER HEADS IN AREAS WHERE NO PERMANENT IRRIGATION IS PROVIDED THROUGH ESTABLISHMENT PERIOD. SUBMIT METHOD FOR TEMPORARILY WATERING PLANTS AND LAWN FOR APPROVAL BY OWNER PRIOR TO START OF WORK. AFTER ESTABLISHMENT PERIOD IS OVER AND AT THE END OF THE LANDSCAPE ESTABLISHMENT PERIOD, REMOVE ALL TEMPORARY LATERAL PIPING AND SPRINKLERS FROM THE SITE. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL RAIN BIRD 1806-SAM-PRS 15 STRIP SERIES SHRUB SPRAY 6IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2IN. NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING DEVICE. RAIN BIRD 1806-SAM-PRS 5 SERIES MPR SHRUB SPRAY 6IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2IN. NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING DEVICE. RAIN BIRD 1806-SAM-PRS 8 SERIES MPR SHRUB SPRAY 6IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2IN. NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING DEVICE. RAIN BIRD 1806-SAM-PRS 10 SERIES MPR SHRUB SPRAY 6IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2IN. NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING DEVICE. RAIN BIRD 1806-SAM-PRS 12 SERIES MPR SHRUB SPRAY 6IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2IN. NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING DEVICE. RAIN BIRD 1806-SAM-PRS 15 SERIES MPR SHRUB SPRAY 6IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2IN. NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING DEVICE. RAIN BIRD 1806-SAM-PRS-U HE-VAN SERIES SHRUB SPRAY, 6IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2IN. NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING DEVICE. RAIN BIRD RWS-B-C W/ RWS-SOCK 1400 SERIES ROOT WATERING SYSTEM WITH 4IN. DIAMETER X 36IN. LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE. CHECK VALVE AND SAND SOCK. RAIN BIRD BUBBLER OPTION AS INDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0 GPM, 1408 2 GPM. SYMBOL MANUFACTURER/MODEL RAIN BIRD PEB-PRS-D RAIN BIRD 44-LRC NIBCO T-113-K RAIN BIRD EFB-CP-PRS-D 1-1/2" CHAMPION 200RS-150Y FEBCO 850 1-1/2" TORO SB24PS1U TORO TFS WATER METER 2" IRRIGATION LATERAL LINE: PVC SCHEDULE 40 IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40 EST CST SSTRCSLCS Q H F 5 5 5 FHTQ 8 8 8 8 Q T H F 10 10 10 10 Q TQ FHT 12 12 12 12 12 Q TQ FHT 15 15 15 15 15 08HE-VAN 12HE-VAN 10HE-VAN 15HE-VAN 8 01 21 51 1408140414021401 VDlYe NuPber VDlYe Si]e VDlYe FloZ VDlYe CDllout ## #" IRRIGATION SCHEDULE (COORDINATE WITH CITY OF RENTON ENGINEER) (1-1/2") (1-1/2") (1-1/2") (W/ (2)44K KEYS AND (2)SH-1 HOSE SWIVELS) (1" OR 1-1/2", SIZE PER VALVE CALLOUT) (24-STATION CONTROLLER / UHF RADIO / STAINLESS STEEL PEDESTAL / CONVENTIONAL WIRING - 14 AWG COPPER) (PVC SCH80 WHERE NOTED ON PLANS) LAWN SPRAY NUMBER MODEL SIZE TYPE GPM 1 RAIN BIRD PEB-PRS-D 1-1/2"SHRUB SPRAY 32.59 2 RAIN BIRD PEB-PRS-D 1-1/2"SHRUB SPRAY 34.34 3 RAIN BIRD PEB-PRS-D 1-1/2"SHRUB SPRAY 29.18 4 RAIN BIRD PEB-PRS-D 1-1/2"SHRUB SPRAY 26.74 5 RAIN BIRD PEB-PRS-D 1"SHRUB SPRAY 8.04 6 RAIN BIRD PEB-PRS-D 1-1/2"SHRUB SPRAY 22.1 7 RAIN BIRD PEB-PRS-D 1"BUBBLER 5 8 RAIN BIRD PEB-PRS-D 1"SHRUB SPRAY 15.86 9 RAIN BIRD PEB-PRS-D 1-1/2"SHRUB SPRAY 26.46 10 RAIN BIRD PEB-PRS-D 1"BUBBLER 6 11 RAIN BIRD PEB-PRS-D 1"SHRUB SPRAY 7.7 12 RAIN BIRD PEB-PRS-D 1"SHRUB SPRAY 22.95 VALVE SCHEDULE SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CASSI A S P R O F E SSIONAL E N G I N EER STA T E O F WASHIN G T O N R EGIST E R E D % SUBMITTAL100 CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 08/23/2024 LB 08/23/2024 08/23/2024 WS, MO WS, MO ST A T E O F WASHI N G T O NWILLIAM C . SHR A D E R L I C E N S E D LANDSCA P E A R C HITECTN O . 2 0 107730 EX P . 0 3 /0 9/2024 50 IRRIGATION LEGEND & VALVE SCHEDULE LI-04 GENERAL NOTE: MINIMUM CLEARANCES BETWEEN ALL COMPONENTS SHOWN ABOVE SHALL BE GOVERNED BY STATE AND LOCAL CODES, OR MANUFACTURERS RECOMMENDATIONS, WHICHEVER IS GREATER. D O M E S T I C L I N E GAL V A N I Z E D P I P E AN D F I T T I N G S SCH E D U L E 4 0 P I P E A N D SC H E D U L E 8 0 F I T T I N G S 7 9 9 5 6 3 1 8 1.IRRIGATION WATER METER 2.SHUT OFF VALVE 3.DOUBLE CHECK VALVE ASSEMBLY 4.FLOW SENSOR 5.QUICK COUPLER 6.MANUAL DRAIN VALVE 7.MASTER VALVE 8.VALVE BOX 9.VALVE ROUND 10.PVC IRRIGATION MAIN 4 2 10 24 " 6" 6" 1.LINE INTO DOUBLE CHECK, PER LOCAL CODE 2.DOUBLE VALVE BOXES BOLTED BACK TO BACK 3.BACKFLOW PREVENTER 4.SCH 40 PVC MAINLINE 5.PEA GRAVEL FOR DRAINAGE 6.BRICK (4), ONE PER CORNER 7.UNION, TYP. 3 1 2 4 5 6 7 3" MIN. 24 " - M A I N L I N E AN D L A T E R A L L I N E 6" 1.FINISH SURFACE - PAVING 2.PAVING BASE COURSE 3.NATIVE BACKFILL MATERIAL 4.DETECTABLE MARKING TAPE 5.PVC SLEEVE 6.CONTROL WIRING 7.SCH 40 PVC SLEEVE FOR CONTROL WIRING, MIN. 1" 8.MAINLINE OR LATERAL LINE 9.NATIVE BACKFILL NOTES: A.ALL IRRIGATION LINES IN THE SAME TRENCH MUST HAVE MINIMUM 3-INCHES CLEAR BETWEEN PARALLEL PIPES. B.ALL SLEEVES SHALL EXTEND A MINIMUM OF 1-FOOT BEYOND LIMITS OF PAVING C.WHERE POSSIBLE, MAINS AND LATERALS OR SECTION PIPING SHALL BE PLACED IN THE SAME TRENCH. D.INSTALL DETECTABLE MARKING TAPE OVER ALL MAINLINES. 6" 6" 1 2 3 5 8 6 4 9 7 PLAN VIEWSECTION 1'-3" 2' 4" CL CL 1.CONTROLLER WITH LOCKING ACCESS DOOR 2.CONCRETE FOUNDATION 3.FINISHED GRADE 4.3" DIA. ELL SWEEP PVC CONDUIT FOR COMMON AND CONTROL WIRE TO 3" BEYOND EDGE OF CONCRETE BASE. 5.1" DIA PVC CONDUIT FOR 120 VOLT ELECTRICAL SERVICE STUB BY ELECTRICAL CONTRACTOR. NOTES: A.CONDUIT FROM POWER SUPPLY, SIZE PER ELECTRICAL. B.COORDINATE CONDUIT SIZE WITH LANDSCAPE CONTRACTOR. C.PROVIDE GROUNDING FOR CONTROLLER, PER LOCAL CODE. 1 2 3 4 5 4 5 2 1 3' A P P R O X . H T . 3" 3" 24 " 3" MIN. CLR. 1'-6" MIN. CLR. LATERAL LINE 18"-24" MIN. CLR. MAINLINE 6" MIN. 1.FINISH GRADE 2.PLANTING TOPSOIL - DEPTH VARIES 3.NATIVE BACKFILL MATERIAL 4.DETECTABLE MARKING TAPE 5.BACKFILL SAND MATERIAL (SEC 328000) 6.MAINLINE OR LATERAL LINE 7.CONTROL WIRING NOTES: A.ALL IRRIGATION LINES IN THE SAME TRENCH MUST HAVE MINIMUM 3" CLEAR BETWEEN PARALLEL PIPES. B.ALL SLEEVES SHALL EXTEND A MINIMUM OF 1-FOOT BEYOND LIMITS OF PAVING C.INSTALL DETECTABLE MARKING TAPE OVER ALL MAINLINES 1 2 3 4 5 6 7 24 " M I N . 10" RND. OR RECTANGULAR VALVE BOX 1.MANUAL DRAIN VALVE, INSTALL STYLE ANGLE VALVE AT ALL MAINLINE LOW POINTS TO FACILITATE COMPLETE MAINLINE DRAINAGE 2.VALVE BOX (2, 10" RND.) 3.1" X 3" PROTECTIVE PVC NIPPLE 7.1" CLOSE NIPPLE SCH 80 PVC 6.MAINLINE REDUCING TEE, SLPX FPT (1") 4.3/8" GRAVEL SUMP; 2 CF MIN. PEA GRAVEL 5.DOUBLE VALVE BOXES BOLTED BACK TO BACK 1 2 3 7 6 5 4 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CASSI A S P R O F E SSIONAL E N G I N EER STA T E O F WASHIN G T O N R EGIST E R E D % SUBMITTAL100 CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 08/23/2024 LB 08/23/2024 08/23/2024 WS, MO WS, MO ST A T E O F WASHI N G T O NWILLIAM C . SHR A D E R L I C E N S E D LANDSCA P E A R C HITECTN O . 2 0 107730 EX P . 0 3 /0 9/2024 SCALE: POINT OF CONNECTION01 -1" = 1'-0"SCALE: DOUBLE CHECK VALVE02 -1" = 1'-0"SCALE: SLEEVING03 -1" = 1'-0" SCALE: CONTROLLER PEDESTAL MOUNT0 -1" = 1'-0"SCALE: TRENCHING AND BACKFILL0 -1" = 1'-0"SCALE: MANUAL DRAIN VALVE0 -1" = 1'-0" 51 IRRIGATION DETAILS LI-05 6" 3" 1.VALVE BOX 2.FINISH GRADE 3.6" PVC RISER PIPE 4.3-4" BRASS GATE VALVE 5.PRE-CAST CONCRETE BRICK 6.SCH. 40 MAINLINE 7.BRASS UNION 8.SCH. 40 PVC BUSHING 9.BRASS NIPPLE 10.5/8" WASHED PEA GRAVEL (1 CU. FT.) 1 2 3 4 5 6 7 8 9 10 24 " 2" CLR. 1.QUICK COUPLER 2.(2) STAINLESS STEEL WORM GEAR CLAMPS 3.1-1/2" DIA. STEEL PIPE, 30" LENGTH 4.SCH. 40 PVC ELBOW TxT 5.PEA GRAVEL, FILL LOWER V.B. UP TO SEAM (VB) 6.FINISH GRADE 7.DOUBLE VALVE BOXES BOLTED BACK TO BACK 8.SCH 80 PVC NIPPLE TxT LENGTH AS REQUIRED 9.SCH 40 PVC COUPLING TxT 10.SCH 80 PVC NIPPLE TxT 11.SCH 40 MAINLINE FITTING - EL/TEE 12.SCH 80 PVC NIPPLE 13.(2) SCH 40 PVC 90 DEGREE STREET ELLS 14.V.B. NOTCH FOR PIPE NOTES: A.USE TEFLON TAPE ON ALL THREADED CONNECTIONS 1 2 3 4 5 6 7 8 9 10 11 14 13 12 3" 1 2 3 4 567 8 1.CONTROL WIRE, COILED 2.REMOTE CONTROL VALVE 3.VALVE BOX WITH LOCKING COVER 4.FINISH GRADE, CONDITIONS VARY, SEE PLAN 5.SCH. 40 PVC MAINLINE 6.(2) SCH. 30 UNIONS 7.3" MIN. DEPTH 3/4" WASHED GRAVEL 8.PVC LATERAL PIPE 9.ZONE ISOLATION BALL VALVE 9 18 " 6" 1.PLANTING SOIL - FINISH GRADE 2.GRATED CAP, FLUSH WITH TOP OF MULCH/PLANTING SOIL 3.BUBBLER, SEE EQUIPMENT SCHEDULE FOR TYPE. 4.ROOT WATER SYSTEM 5.SWING JOINT 6.LATERAL TEE OR ELL/PIPE 7.TREE ROOT BALL NOTES: A.INSTALL TWO ROOT WATER SYSTEM UNITS PER TREE, EQUALLY SPACED FROM ROOTBALL (MIN. 18" FROM TRUNK OF TREE), FOLLOWING PLACEMENT OF TREE. DOUBLE VALVE BOXES BOLTED BACK TO BACK 1 2 3 6 5 EQ EQ 7 4 FLUSH 1.FINISH GRADE/TOP OF MULCH 2.POP-UP SPRAY SPRINKLER 3.TRIPLE SWING JOINT 4.SCH. 40 PVC TEE 5.LATERAL LINE NOTES: A.USE BOTTOM INLET ONLY ON ALL POP-UP SPRAY HEADS. 1 2 3 4 5 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CASSI A S P R O F E SSIONAL E N G I N EER STA T E O F WASHIN G T O N R EGIST E R E D % SUBMITTAL100 CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 08/23/2024 LB 08/23/2024 08/23/2024 WS, MO WS, MO ST A T E O F WASHI N G T O NWILLIAM C . SHR A D E R L I C E N S E D LANDSCA P E A R C HITECTN O . 2 0 107730 EX P . 0 3 /0 9/2024 SCALE: MAINLINE ISOLATION VALVE01 -2" = 1'-0"SCALE: QUICK COUPLER03 -1" = 1'-0" SCALE: AUTOMATIC VALVE0 -1" = 1'-0"SCALE: ROOT WATERING SYSTEM0 -1" = 1'-0" SCALE: POP-UP SPRAY HEAD02 -1" = 1'-0" 52 IRRIGATION DETAILS LI-06 DEMO NOTES MASTER LIST DEMO 01 DEMO 03 PAVING NOTES MASTER LIST PAVING 01 PAVING 03 CHANN NOTES MASTER LIST CONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06.CONSTRUCTION NOTESCONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06.CONSTRUCT CEMENT CONCRETE TRAFFIC CURB & GUTTER PER COR STD. PLAN 101,PAVING DETAIL SHEETS PP01 - PP06, AND SHEET RS01 DETAIL A.CONSTRUCT DRIVEWAY PER COR STD. PLAN 104.4, SHEET PVD06.CONSTRUCT TYPE 3 DRIVEWAY PER WSDOT STD. PLAN F-80.10-04, SHEET PVD05.INSTALL TYPE 4 BLACK VINYL COATED 4FT CHAIN LINK FENCE PER WSDOT STD. PLANL-20.10-03, SHEETPVD05.CONSTRUCT PERPENDICULAR CURB RAMP PER WSDOT STD. PLAN F-40.15-04, SHEETPVD05 & PAVING DETAIL SHEETS PVD01 - PVD04.CONSTRUCT PEDESTRIAN REFUGE ISLAND PER DETAIL SHEET PVD07.PROPERTY RESTORATION. INSTALL 6FT WOODEN PRIVACY FENCE PER DETAIL SHEET PVD07. CONSTRUCT RAISED CROSSING PER DETAIL SHEET PVD08. INSTALL TACTILE DIRECTIONAL INDICATOR (TDI). CONSTRUCT BIKE RAMP PER DETAIL SHEETS PVD01 - PVD04. CONSTRUCT COMBINATION CURB RAMP PER CURB RAMP DETAILS & WSDOT STD.PLAN F-40.14-03, SHEETS PVD01 - PVD05INSTALL 2-3" CONDUIT UNDER NEW SIDEWALK PER DETAIL SHEET PVD06.INSTALL TYPE 1 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04, SHEETPVD07. 12 345 6 78 9 10 11 12 1314 15 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB & GUTTER PER COR STD. PLAN 101, PAVINGDETAIL SHEETS PP01 - PP06, AND SHEET RS01 DETAIL A.CONSTRUCT DRIVEWAY PER COR STD. PLAN 104.4, SHEET PVD06. NOTES1.SEE NT01 FOR GENERAL NOTES & TESC NOTES.2.SEE LG FOR LEGEND.3.SEE SHEETS PV01 - PV03 FOR PAVING DETAILS & DIMENSIONS NOT SHOWN HEREIN. PAVING NOTES1.SEE NT01 FOR GENERAL NOTES & TESC NOTES.2.SEE LG FOR LEGEND.3.SEE DM01 - DM02 FOR DEMOLITION LIMITS.4.SEE RS01 FOR TYPICAL SECTIONS.5.SEE EC01 - SD02 FOR DRAINAGE DETAILS.6.SEE DET01 FOR STANDARD PLANS & DETAILS.7.8.9.10. NOTES1.SEE SHEET CH01 FOR CHANNELIZATION AND SIGNING GENERAL NOTES AND SHEETLG FOR LEGEND.2.SEE SHEET CH06 FOR SIGN SCHEDULE AND LEGEND.3.SEE SHEETS CH08 AND CH09 FOR CHANNELIZATION DETAILS.4.NORTHINGS AND EASTINGS FOR MARKINGS ARE ROUNDED TO PROVIDEAPPROXIMATE LOCATION. SEE DETAILS ON CH08 AND CH09 FOR SPECIFICDIMENSIONAL REQUIREMENTS OF MARKING PLACEMENT.5.SEE SHEETS EL01 TO EL02 FOR RECTANGULAR RAPID FLASHING BEACON (RRFB)PLAN AND DETAILS. 6. 7.8.9.10.10. CONSTRUCT TYPE 3 DRIVEWAY PER WSDOT STD. PLAN F-80.10-04, SHEET PVD05.INSTALL TYPE 4 BLACK VINYL COATED 4FT CHAIN LINK FENCE PER WSDOT STD. PLAN L-20.10-03, SHEETPVD05. CONSTRUCTION NOTES INSTALL STORM DRAIN INLET PROTECTION PER CITY OF RENTON STD. PLAN 216.30. EXISTING LUMINAIRE TO BE RELOCATED PER SHEET SG02.ADJUST WATER VALVE TO FINAL GRADE PER CITY OF RENTON STD. 330.7.GAS VALVE TO BE ADJUSTED BY OTHERS.ADJUST MANHOLE TO FINAL GRADE.SIGNAL EQUIPMENT. SEE SHEET SG01-SG05 FOR DETAILS.EXISTING UTILITY POLE TO BE RELOCATED BY OTHERS. EXISTING TELEPHONE PEDESTAL TO BE RELOCATED BY OTHERS. REMOVE PRIVATE BUSINESS SIGN. SEE SHEETS CH01 - CH06 FOR DETAILS. EXISTING SIGN. SEE SHEETS CH01 - CH06 FOR DETAILS. ADJUST MONITORING WELL TO FINAL GRADE. ADJUST UTILITY LID TO FINAL GRADE. ADJUST WATER METER TO FINAL GRADE. ADJUST IRRIGATION CONTROL VALVE TO FINAL GRADE. CITY SURVEY MONUMENT SHALL NOT BE DISTURBED/DESTROYED.REMOVE EXISTING DELINEATORS.PROTECT EXISTING TREE PER DETAIL SHEET DM06.REMOVE EXISTING TREE.PROTECT EXISTING FIRE HYDRANT.PROTECT EXISTING FENCE.REMOVE EXISTING FENCE. PROTECT EXISTING LUMINAIRE POLE. REMOVE EXISTING CROSSWALK. REMOVE EXISTING RAISED PAVEMENT MARKERS. REMOVE EXISTING STOP BAR. REMOVE EXISTING CHAN SYMBOL. ADJUST MANHOLE TO MATCH EXISTING GRADE, PER CITY OF RENTON STD 106, ANDREPLACE LID WITH NON-SLIP ADA COMPLIANT LID.REPLACE LID WITH NON-SLIP ADA COMPLIANT LID.PLANE 2FT TO 3FT OF ASPHALT ADJACENT TO CATCH BASIN TO REDUCE ASPHALTLIP TO LESS THAN 0.5IN. REPLACE GRATE WITH RECTANGULAR VANED GATE PERCITY OF RENTON STANDARD 204.2 WHERE NECESSARY.REPLACE BROKEN WATER VALVE LID. REPLACE BROKEN GAS VALVE LID. COORDINATE WITH PSE.ADJUST MONUMENT CASE AND COVER.EXISTING STORM DRAIN SYSTEM. SEE SHEETS SD01 - SD05 FOR DETAILS.ADJUST MANHOLE TO MATCH FINAL GRADE, PER CITY OF RENTON STD 106, ANDREPLACE LID WITH NON-SLIP ADA COMPLIANT LID. 1 234567 8 9 10 11 12 13 14 15161718192021 22 23 24 25 26 2728 29 30 31323334 EXISTING LUMINAIRE TO BE RELOCATED PER SHEET SG02.ADJUST WATER VALVE TO FINAL GRADE PER CITY OF RENTON STD. 330.7. CHAN 01 CHAN 02CONSTRUCTION NOTES INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) DOUBLEYELLOW CENTER LINE WITH SUPPLEMENTAL YELLOW TYPE 2 RAISED PAVEMENTMARKERS (RPMS) IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109AND WSDOT STANDARD PLANS M-20.20-02 AND M-20.30-04.INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” YELLOWDOTTED EXTENSION LINE WITH SUPPLEMENTAL YELLOW TYPE 2 RAISED PAVEMENTMARKERS (RPMS) IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109AND WSDOT STANDARD PLANS M-20.20-02 AND M-20.30-04.INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITE EDGELINE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOTSTANDARD PLAN M-20.20-02.INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 8” WHITE WIDESOLID LANE LINE WITH SUPPLEMENTAL WHITE TYPE 2 RAISED PAVEMENT MARKERSIN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOTSTANDARD PLANS M-20.20-02 AND M-20.30-04.INSTALL WHITE THERMOPLASTIC 16” STOP LINE 30' AWAY FROM EDGE OFCROSSWALK IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND 127.INSTALL NEW SIGN(S) IN ACCORDANCE WITH CITY OF RENTON STANDARDS, SEESHEETS EL01 AND EL02.REMOVE EXISTING SIGN(S) AND POST, SEE SHEETS EL01 AND EL02.INSTALL WHITE THERMOPLASTIC TYPE 2SR (RIGHT) TRAFFIC ARROW INACCORDANCE WITH WSDOT STANDARD PLAN M-24.20-02.INSTALL WHITE THERMOPLASTIC TYPE 1S TRAFFIC ARROW IN ACCORDANCE WITHWSDOT STANDARD PLAN M-24.20-02.INSTALL WHITE THERMOPLASTIC SHARED LANE MARKING PER DETAIL A ON SHEETCH08.INSTALL BIKE LANE CROSSING PER DETAIL C ON SHEET CH08.INSTALL WHITE THERMOPLASTIC PIANO STYLE CROSSWALK MARKINGS INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 127.INSTALL WHITE THERMOPLASTIC 16” STOP LINE IN ACCORDANCE WITH CITY OFRENTON STANDARD PLAN 109 AND 128.INSTALL BICYCLE DETECTION MARKING PER DETAIL B ON SHEET CH08.INSTALL BIKE DOT MARKING PER DETAIL F ON SHEET CH09.INSTALL WHITE TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITHRETROREFLECTIVE BANDS, SEE DETAIL D ON SHEET CH08.INSTALL WHITE THERMOPLASTIC SPEED BUMP SYMBOL IN ACCORDANCE WITHWSDOT STANDARD PLAN M-24.60-04.INSTALL WHITE TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITHRETROREFLECTIVE BANDS WITHIN BUFFER WITH DIAGONAL CROSSHATCHMARKING, SEE DETAIL E ON SHEET CH09.MAINTAIN AND PROTECT EXISTING SIGN(S) AND POST.REMOVE EXISTING SIGN(S) AND POST.RELOCATE EXISTING SIGN(S) TO NEW METAL POST ON LOCATION SHOWN IN SIGNSCHEDULE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 129.INSTALL NEW SIGN(S) ON METAL POST IN ACCORDANCE WITH CITY OF RENTONSTANDARD PLAN 129.INSTALL NEW SIGN(S) ON EXISTING METAL POST IN ACCORDANCE WITH CITY OFRENTON STANDARD PLAN 129.REMOVE EXISTING SIGN(S). POST TO REMAIN. INSTALL BIKE BOX PER DETAIL G ON SHEET CH09.INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITEDOTTED EXTENSION LINE WITH SUPPLEMENTAL WHITE TYPE 2 RAISED PAVEMENTMARKERS (RPMS) IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109AND WSDOT STANDARD PLANS M-20.20-02 AND M-20.30-04.INSTALL YELLOW TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITHRETROREFLECTIVE BANDS, SEE DETAIL D ON SHEET CH08. SPACE ATAPPROXIMATELY 8' POST-TO-POST UNLESS OTHERWISE INDICATED.NOT USED 1 2 3 4 5 6 78 9 10 1112 13 141516 17 18 192021 22 23 24 2526 27 28 INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) DOUBLE YELLOW CENTERLINE WITH SUPPLEMENTAL YELLOW TYPE 2 RAISED PAVEMENT MARKERS (RPMS) INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANSM-20.20-02 AND M-20.30-04. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” YELLOW DOTTEDEXTENSION LINE WITH SUPPLEMENTAL YELLOW TYPE 2 RAISED PAVEMENT MARKERS (RPMS)IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANSM-20.20-02 AND M-20.30-04. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITE EDGE LINE INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANM-20.20-02. REMOVE EXISTING SIGN(S) AND POST, SEE SHEETS EL01 AND EL02. INSTALL WHITE THERMOPLASTIC TYPE 2SR (RIGHT) TRAFFIC ARROW IN ACCORDANCE WITHWSDOT STANDARD PLAN M-24.20-02.INSTALL WHITE THERMOPLASTIC TYPE 1S TRAFFIC ARROW IN ACCORDANCE WITH WSDOTSTANDARD PLAN M-24.20-02. INSTALL WHITE THERMOPLASTIC SPEED BUMP SYMBOL IN ACCORDANCE WITH WSDOTSTANDARD PLAN M-24.60-04. INSTALL WHITE THERMOPLASTIC PIANO STYLE CROSSWALK MARKINGS IN ACCORDANCE WITHCITY OF RENTON STANDARD PLAN 127.INSTALL WHITE THERMOPLASTIC 16” STOP LINE IN ACCORDANCE WITH CITY OF RENTONSTANDARD PLAN 109 AND 128. INSTALL BIKE LANE CROSSING PER DETAIL C ON SHEET CH08. GAS VALVE TO BE ADJUSTED BY OTHERS.ADJUST MANHOLE TO FINAL GRADE.SIGNAL EQUIPMENT. SEE SHEET SG01-SG05 FOR DETAILS.EXISTING UTILITY POLE TO BE RELOCATED BY OTHERS.EXISTING TELEPHONE PEDESTAL TO BE RELOCATED BY OTHERS. REMOVE PRIVATE BUSINESS SIGN. SEE SHEETS CH01 - CH06 FOR DETAILS. EXISTING SIGN. SEE SHEETS CH01 - CH06 FOR DETAILS. ADJUST MONITORING WELL TO FINAL GRADE. ADJUST UTILITY LID TO FINAL GRADE. ADJUST WATER METER TO FINAL GRADE. ADJUST IRRIGATION CONTROL VALVE TO FINAL GRADE. CITY SURVEY MONUMENT SHALL NOT BE DISTURBED/DESTROYED.REMOVE EXISTING DELINEATORS. INSTALL STORM DRAIN INLET PROTECTION PER CITY OF RENTON STD. PLAN 216.30. PROTECT EXISTING TREE PER DETAIL SHEET DM06.REMOVE EXISTING TREE.PROTECT EXISTING FIRE HYDRANT.PROTECT EXISTING FENCE.REMOVE EXISTING FENCE. CONSTRUCTION NOTES INSTALL STORM DRAIN INLET PROTECTION PER CITY OF RENTON STD. PLAN 216.30. EXISTING LUMINAIRE TO BE RELOCATED PER SHEET SG02.ADJUST WATER VALVE TO FINAL GRADE PER CITY OF RENTON STD. 330.7.SIGNAL EQUIPMENT. SEE SHEET SG01-SG05 FOR DETAILS.EXISTING UTILITY POLE TO BE RELOCATED BY OTHERS.EXISTING TELEPHONE PEDESTAL TO BE RELOCATED BY OTHERS.REMOVE PRIVATE BUSINESS SIGN. SEE SHEETS CH01 - CH06 FOR DETAILS. EXISTING SIGN. SEE SHEETS CH01 - CH06 FOR DETAILS. ADJUST UTILITY LID TO FINAL GRADE. ADJUST WATER METER TO FINAL GRADE. ADJUST IRRIGATION CONTROL VALVE TO FINAL GRADE. CITY SURVEY MONUMENT SHALL NOT BE DISTURBED/DESTROYED. PROTECT EXISTING TREE PER DETAIL SHEET DM06. REMOVE EXISTING TREE. PROTECT EXISTING FIRE HYDRANT.PROTECT EXISTING FENCE.REMOVE EXISTING FENCE.REMOVE EXISTING CROSSWALK.REMOVE EXISTING RAISED PAVEMENT MARKERS.REMOVE EXISTING STOP BAR.ADJUST MANHOLE TO MATCH EXISTING GRADE, PER CITY OF RENTON STD 106, ANDREPLACE LID WITH NON-SLIP ADA COMPLIANT LID.REPLACE LID WITH NON-SLIP ADA COMPLIANT LID. EXISTING STORM DRAIN SYSTEM. SEE SHEETS SD01 - SD05 FOR DETAILS.ADJUST MANHOLE TO MATCH FINAL GRADE, PER CITY OF RENTON STD 106, ANDREPLACE LID WITH NON-SLIP ADA COMPLIANT LID. 1 236789 10 12 13 14 15 17 18 19202123242527 28 3334 CONSTRUCTION NOTES INSTALL STORM DRAIN INLET PROTECTION PER CITY OF RENTON STD. PLAN 216.30. ADJUST WATER VALVE TO FINAL GRADE PER CITY OF RENTON STD. 330.7.GAS VALVE TO BE ADJUSTED BY OTHERS.ADJUST MANHOLE TO FINAL GRADE.EXISTING UTILITY POLE TO BE RELOCATED BY OTHERS.EXISTING SIGN. SEE SHEETS CH01 - CH06 FOR DETAILS.ADJUST UTILITY LID TO FINAL GRADE. CITY SURVEY MONUMENT SHALL NOT BE DISTURBED/DESTROYED. REMOVE EXISTING DELINEATORS. REMOVE EXISTING TREE. PROTECT EXISTING FIRE HYDRANT. REMOVE EXISTING FENCE. REMOVE EXISTING RAISED PAVEMENT MARKERS. REMOVE EXISTING STOP BAR. ADJUST MONUMENT CASE AND COVER.EXISTING STORM DRAIN SYSTEM. SEE SHEETS SD01 - SD05 FOR DETAILS. 1 34571012 15 16 18 19 21 24 25 3233 INSTALL BIKE DOT MARKING PER DETAIL F ON SHEET CH09.INSTALL WHITE TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITHRETROREFLECTIVE BANDS, SEE DETAIL D ON SHEET CH08. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 8” WHITE WIDE SOLID LANELINE WITH SUPPLEMENTAL WHITE TYPE 2 RAISED PAVEMENT MARKERS IN ACCORDANCE WITHCITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANS M-20.20-02 ANDM-20.30-04. INSTALL WHITE TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITHRETROREFLECTIVE BANDS WITHIN BUFFER WITH DIAGONAL CROSSHATCH MARKING, SEEDETAIL E ON SHEET CH09. MAINTAIN AND PROTECT EXISTING SIGN(S) AND POST. REMOVE EXISTING SIGN(S) AND POST. INSTALL NEW SIGN(S) ON METAL POST IN ACCORDANCE WITH CITY OF RENTON STANDARDPLAN 129. INSTALL NEW SIGN(S) ON EXISTING METAL POST IN ACCORDANCE WITH CITY OF RENTONSTANDARD PLAN 129. RELOCATE EXISTING SIGN(S) TO NEW METAL POST ON LOCATION SHOWN IN SIGN SCHEDULE INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 129. CHAN 03 CHAN 04 CHAN 05 CONSTRUCT PERPENDICULAR CURB RAMP PER WSDOT STD. PLAN F-40.15-04, SHEET PVD05 &PAVING DETAIL SHEETS PVD01 - PVD04. TRAFFIC SIGNAL NOTES MASTER LISTCONSTRUCTION NOTESREMOVE EXISTING POLE AND ALL ASSOCIATED EQUIPMENT AND SALVAGE TO THECITY OF RENTON. REMOVE EXISTING FOUNDATION, CONDUIT UPSWEEPS, ANDASSOCIATED WIRING. BACKFILL AND COMPACT VOIDS.INTERCEPT EXISTING CONDUIT. FOLD BACK EXISTING CONDUCTOR TO NEARESTJUNCTION BOX. RE-ROUTE EXISTING CONDUCTOR THROUGH EXISTING AND NEWCONDUIT. RE-TERMINATE EXISTING CONDUCTOR. 1 2 REMOVE EXISTING POLE AND ALL ASSOCIATED EQUIPMENT AND SALVAGE TO THE CITY OFRENTON. REMOVE EXISTING FOUNDATION, CONDUIT UPSWEEPS, AND ASSOCIATED WIRING.BACKFILL AND COMPACT VOIDS. INTERCEPT EXISTING CONDUIT. FOLD BACK EXISTING CONDUCTOR TO NEAREST JUNCTIONBOX. RE-ROUTE EXISTING CONDUCTOR THROUGH EXISTING AND NEW CONDUIT.RE-TERMINATE EXISTING CONDUCTOR. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITE EDGE LINE WITHSUPPLEMENTAL WHITE TYPE 2 RAISED PAVEMENT MARKERS (RPMS) IN ACCORDANCE WITHCITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANS M-20.10-03 ANDM-20.30-04. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITE DOTTEDEXTENSION LINE WITH SUPPLEMENTAL WHITE TYPE 2 RAISED PAVEMENT MARKERS (RPMS) INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANSM-20.10-03 AND M-20.30-04.INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” YELLOW DOTTEDEXTENSION LINE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOTSTANDARD PLANS M-20.10-03. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” YELLOW DOTTED LANELINE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARDPLANS M-20.10-03. HELLLO INSTALL WHITE THERMOPLASTIC TYPE 2SR (RIGHT) TRAFFIC ARROW IN ACCORDANCE WITHWSDOT STANDARD PLAN M-24.20-02.INSTALL WHITE THERMOPLASTIC TYPE 4S TRAFFIC ARROW IN ACCORDANCE WITH WSDOTSTANDARD PLAN M-24.20-02. INSTALL WHITE THERMOPLASTIC SPEED BUMP SYMBOL IN ACCORDANCE WITH WSDOTSTANDARD PLAN M-24.60-04. INSTALL WHITE THERMOPLASTIC PIANO STYLE CROSSWALK MARKINGS IN ACCORDANCE WITHCITY OF RENTON STANDARD PLAN 127.INSTALL WHITE THERMOPLASTIC 18” STOP LINE IN ACCORDANCE WITH CITY OF RENTONSTANDARD PLAN 109 AND WSDOT STANDARD PLAN M-24.60-04. INSTALL WHITE THERMOPLASTIC PARALLEL STYLE CROSSWALK MARKINGS IN ACCORDANCEWITH THE CITY OF RENTON STANDARD PLAN 128. INSTALL THERMOPLASTIC BIKE LANE CROSSING WITH BIKE LANE SYMBOLS PER DETAIL A ONSHEET CH03. INSTALL WHITE THERMOPLASTIC BICYCLE LANE SYMBOL IN ACCORDANCE WITH WSDOTSTANDARD PLAN M-9.50-02. INSTALL WHITE THERMOPLASTIC 8” DIAGONAL CROSSHATCH MARKING IN ACCORDANCE WITHWSDOT STANDARD PLAN M-24.60-04. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 8” WHITE WIDE SOLID LANELINE WITH SUPPLEMENTAL WHITE TYPE 2 RAISED PAVEMENT MARKERS (RPMS) INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANSM-20.10-03 AND M-20.30-04. INSTALL THERMOPLASTIC BIKE LANE CROSSING PER DETAIL B ON SHEET CH03. MAINTAIN AND PROTECT EXISTING SIGN(S) AND POST. REMOVE EXISTING SIGN(S) AND POST. INSTALL NEW SIGN(S) ON METAL POST. INSTALL NEW SIGN(S) ON EXISTING METAL POST. RELOCATE EXISTING SIGN(S) AND POST TO NEW LOCATION SHOWN IN SIGN SCHEDULE. INSTALL NEW SIGN(S) IN ACCORDANCE WITH CITY OF RENTON STANDARDS, SEE SHEETS EL01AND EL02. INSTALL BICYCLE DETECTION MARKING PER DETAIL B ON SHEET CH08. CONSTRUCTION NOTESRECONFIGURE VIDEO DETECTION ZONE(S) WITHIN EXISTING TRAFFIC SIGNALCONTROLLER CABINET TO INCLUDE NEW BICYCLE DETECTION ZONES FOR THEEASTBOUND AND WESTBOUND APPROACHES.1 CONSTRUCTION NOTES INSTALL STORM DRAIN INLET PROTECTION PER CITY OF RENTON STD. PLAN 216.30. GAS VALVE TO BE ADJUSTED BY OTHERS.SIGNAL EQUIPMENT. SEE SHEET SG01-SG05 FOR DETAILS.PROTECT EXISTING LUMINAIRE POLE.REMOVE EXISTING CROSSWALK.ADJUST MANHOLE TO MATCH EXISTING GRADE, PER CITY OF RENTON STD 106, ANDREPLACE LID WITH NON-SLIP ADA COMPLIANT LID.PLANE 2FT TO 3FT OF ASPHALT ADJACENT TO CATCH BASIN TO REDUCE ASPHALTLIP TO LESS THAN 0.5IN. REPLACE GRATE WITH RECTANGULAR VANED GATE PERCITY OF RENTON STANDARD 204.2 WHERE NECESSARY.REPLACE BROKEN GAS VALVE LID. COORDINATE WITH PSE. 1 46222327 29 31 DEMO 02 CONSTRUCT PEDESTRIAN REFUGE ISLAND PER DETAIL SHEET PVD07. CONSTRUCTION NOTESCONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06.CONSTRUCT CEMENT CONCRETE TRAFFIC CURB & GUTTER PER COR STD. PLAN 101,PAVING DETAIL SHEETS PP01 - PP06, AND SHEET RS01 DETAIL A.CONSTRUCT PEDESTRIAN REFUGE ISLAND PER DETAIL SHEET PVD07.CONSTRUCT COMBINATION CURB RAMP PER CURB RAMP DETAILS & WSDOT STD.PLAN F-40.14-03, SHEETS PVD01 - PVD05 12 713 CONSTRUCTION NOTESCONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06.CONSTRUCT CEMENT CONCRETE TRAFFIC CURB & GUTTER PER COR STD. PLAN 101,PAVING DETAIL SHEETS PP01 - PP06, AND SHEET RS01 DETAIL A.CONSTRUCT DRIVEWAY PER COR STD. PLAN 104.4, SHEET PVD06.INSTALL TYPE 4 BLACK VINYL COATED 4FT CHAIN LINK FENCE PER WSDOT STD. PLANL-20.10-03, SHEETPVD05. CONSTRUCT PERPENDICULAR CURB RAMP PER WSDOT STD. PLAN F-40.15-04, SHEETPVD05 & PAVING DETAIL SHEETS PVD01 - PVD04.INSTALL TACTILE DIRECTIONAL INDICATOR (TDI).CONSTRUCT BIKE RAMP PER DETAIL SHEETS PVD01 - PVD04.INSTALL 2-3" CONDUIT UNDER NEW SIDEWALK PER DETAIL SHEET PVD06.INSTALL TYPE 1 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04, SHEETPVD07. 12 35 6111214 15 CONSTRUCTION NOTESCONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06.CONSTRUCT CEMENT CONCRETE TRAFFIC CURB & GUTTER PER COR STD. PLAN 101,PAVING DETAIL SHEETS PP01 - PP06, AND SHEET RS01 DETAIL A.CONSTRUCT DRIVEWAY PER COR STD. PLAN 104.4, SHEET PVD06.CONSTRUCT TYPE 3 DRIVEWAY PER WSDOT STD. PLAN F-80.10-04, SHEET PVD05.INSTALL TYPE 4 BLACK VINYL COATED 4FT CHAIN LINK FENCE PER WSDOT STD. PLANL-20.10-03, SHEETPVD05.CONSTRUCT PERPENDICULAR CURB RAMP PER WSDOT STD. PLAN F-40.15-04, SHEETPVD05 & PAVING DETAIL SHEETS PVD01 - PVD04.INSTALL 6FT WOODEN PRIVACY FENCE PER DETAIL SHEET PVD07.CONSTRUCT RAISED CROSSING PER DETAIL SHEET PVD08.INSTALL TACTILE DIRECTIONAL INDICATOR (TDI). CONSTRUCT BIKE RAMP PER DETAIL SHEETS PVD01 - PVD04. INSTALL 2-3" CONDUIT UNDER NEW SIDEWALK PER DETAIL SHEET PVD06.INSTALL TYPE 1 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04, SHEETPVD07. 12 34 5 6910 11 12 14 15 PAVING 02 REMOVE EXISTING SIGN(S). POST TO REMAIN. INSTALL WHITE THERMOPLASTIC SHARED LANE MARKING PER DETAIL A ON SHEET CH08. INSTALL WHITE THERMOPLASTIC 16” STOP LINE 30' AWAY FROM EDGE OF CROSSWALK INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND 127. CONSTRUCTION NOTES INSTALL WHITE THERMOPLASTIC SHARED LANE MARKING PER DETAIL A ON SHEETCH08.INSTALL NEW SIGN(S) ON METAL POST IN ACCORDANCE WITH CITY OF RENTONSTANDARD PLAN 129. 10 22 INSTALL BIKE BOX PER DETAIL G ON SHEET CH09. CONSTRUCTION NOTES INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) DOUBLEYELLOW CENTER LINE WITH SUPPLEMENTAL YELLOW TYPE 2 RAISED PAVEMENTMARKERS (RPMS) IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109AND WSDOT STANDARD PLANS M-20.20-02 AND M-20.30-04.INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITE EDGELINE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOTSTANDARD PLAN M-20.20-02.INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 8” WHITE WIDESOLID LANE LINE WITH SUPPLEMENTAL WHITE TYPE 2 RAISED PAVEMENT MARKERSIN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOTSTANDARD PLANS M-20.20-02 AND M-20.30-04.INSTALL WHITE THERMOPLASTIC SHARED LANE MARKING PER DETAIL A ON SHEETCH08.INSTALL BIKE LANE CROSSING PER DETAIL C ON SHEET CH08. INSTALL WHITE THERMOPLASTIC PIANO STYLE CROSSWALK MARKINGS INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 127.INSTALL WHITE THERMOPLASTIC 16” STOP LINE IN ACCORDANCE WITH CITY OFRENTON STANDARD PLAN 109 AND 128.INSTALL BIKE DOT MARKING PER DETAIL F ON SHEET CH09. INSTALL WHITE TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITHRETROREFLECTIVE BANDS, SEE DETAIL D ON SHEET CH08. INSTALL WHITE TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITHRETROREFLECTIVE BANDS WITHIN BUFFER WITH DIAGONAL CROSSHATCHMARKING, SEE DETAIL E ON SHEET CH09.MAINTAIN AND PROTECT EXISTING SIGN(S) AND POST.REMOVE EXISTING SIGN(S) AND POST.RELOCATE EXISTING SIGN(S) TO NEW METAL POST ON LOCATION SHOWN IN SIGNSCHEDULE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 129.INSTALL NEW SIGN(S) ON METAL POST IN ACCORDANCE WITH CITY OF RENTONSTANDARD PLAN 129.INSTALL BIKE BOX PER DETAIL G ON SHEET CH09. 1 3 4 10 11 12 13 15 16 18 192021 22 25 INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITE DOTTEDEXTENSION LINE WITH SUPPLEMENTAL WHITE TYPE 2 RAISED PAVEMENT MARKERS (RPMS) INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANSM-20.20-02 AND M-20.30-04. PROTECT EXISTING LUMINAIRE POLE. REMOVE EXISTING CROSSWALK. INSTALL YELLOW TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITHRETROREFLECTIVE BANDS, SEE DETAIL D ON SHEET CH08. SPACE AT APPROXIMATELY 8'POST-TO-POST UNLESS OTHERWISE INDICATED. REMOVE EXISTING RAISED PAVEMENT MARKERS. REMOVE EXISTING STOP BAR. REMOVE EXISTING CHAN SYMBOL. DEMO 04 PROPERTY RESTORATION.INSTALL 6FT WOODEN PRIVACY FENCE PER DETAIL SHEET PVD07. CONSTRUCT RAISED CROSSING PER DETAIL SHEET PVD08. INSTALL TACTILE DIRECTIONAL INDICATOR (TDI). CONSTRUCT BIKE RAMP PER DETAIL SHEETS PVD01 - PVD04. ADJUST MANHOLE TO MATCH EXISTING GRADE, PER CITY OF RENTON STD 106, AND REPLACELID WITH NON-SLIP ADA COMPLIANT LID.REPLACE LID WITH NON-SLIP ADA COMPLIANT LID. CONSTRUCTION NOTES ADJUST MANHOLE TO MATCH EXISTING GRADE, PER CITY OF RENTON STD 106, ANDREPLACE LID WITH NON-SLIP ADA COMPLIANT LID.REPLACE BROKEN WATER VALVE LID. 27 30 DEMO 05 TCP NOTES MASTER LIST TC01 TC03CONSTRUCTION NOTESINSTALL TYPE 3 BARRICADE PER MUTCD 11TH EDITION, CHAPTER 6. MOUNT SIGNTO TYPE 3 BARRICADE. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” YELLOWDOTTED EXTENSION LINE WITH SUPPLEMENTAL YELLOW TYPE 2 RAISED PAVEMENTMARKERS (RPMS) IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109AND WSDOT STANDARD PLANS M-20.20-02 AND M-20.30-04.INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITE EDGELINE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOTSTANDARD PLAN M-20.20-02.INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 8” WHITE WIDESOLID LANE LINE WITH SUPPLEMENTAL WHITE TYPE 2 RAISED PAVEMENT MARKERSIN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOTSTANDARD PLANS M-20.20-02 AND M-20.30-04.INSTALL WHITE THERMOPLASTIC 16” STOP LINE 30' AWAY FROM EDGE OFCROSSWALK IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND 127.INSTALL NEW SIGN(S) IN ACCORDANCE WITH CITY OF RENTON STANDARDS, SEESHEETS EL01 AND EL02.REMOVE EXISTING SIGN(S) AND POST, SEE SHEETS EL01 AND EL02. INSTALL WHITE THERMOPLASTIC TYPE 2SR (RIGHT) TRAFFIC ARROW INACCORDANCE WITH WSDOT STANDARD PLAN M-24.20-02.INSTALL WHITE THERMOPLASTIC TYPE 1S TRAFFIC ARROW IN ACCORDANCE WITHWSDOT STANDARD PLAN M-24.20-02.INSTALL WHITE THERMOPLASTIC SHARED LANE MARKING PER DETAIL A ON SHEETCH08.INSTALL BIKE LANE CROSSING PER DETAIL C ON SHEET CH08. INSTALL WHITE THERMOPLASTIC PIANO STYLE CROSSWALK MARKINGS INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 127.NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES.2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES.3.DETOUR SIGN LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. EXACTLOCATION SHALL BE AS APPROVED BY THE ENGINEER.4.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FORPEDESTRIAN TRAFFIC CONTROL.5.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FORPEDESTRIAN TRAFFIC CONTROL.6.SEE DETAIL F ON SHEET TCD03 FOR ADDITIONAL SIDEWALK DETOUR DETAILS.7.PLACE SIGN 100FT FROM STOP BAR.8.CLOSE OUTER LANE AS REQUIRED FOR INSTALLATION OF PAVEMENT MARKINGS.SEE SHEET TCD01 FOR DETAILS.9.MAINTAIN ACCESS TO SIDE STREETS AND DRIVEWAYS AT ALL TIMES. SEE DETAIL AON SHEET TCD01 FOR DETAILS.10.PHASE OUTER AND INNER LANE CLOSURES AS REQUIRED FOR CONSTRUCTION OFSIGNALIZED PEDESTRIAN CROSSING. SEE SHEET TCD02 FOR DETAILS.11.SEE SHEET TCD03 FOR PEDESTRIAN DETOUR DETAILS.12.PHASE LANE CLOSURES AS REQUIRED TO MAINTAIN TRAFFIC FLOW DURINGINSTALLATION OF CROSSWALK MARKINGS.13.SEE SHEET TC07 FOR STAGE 2 DETOUR ROUTE.14.SEE SHEET TC05 FOR STAGE 3 DETOUR ROUTE.SEE SHEET TC06 FOR STAGE 2 TRAFFIC CONTROL PLAN.SEE SHEET TC04 FOR STAGE 3 TRAFFIC CONTROL PLAN. 1 2 3 4 5 6 7 8 9 10 11 12 INSTALL TYPE 3 BARRICADE PER MUTCD 11TH EDITION, CHAPTER 6. MOUNT SIGN TO TYPE 3BARRICADE. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” YELLOW DOTTEDEXTENSION LINE WITH SUPPLEMENTAL YELLOW TYPE 2 RAISED PAVEMENT MARKERS (RPMS)IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANSM-20.20-02 AND M-20.30-04. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITE EDGE LINE INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANM-20.20-02. INSTALL WHITE THERMOPLASTIC TYPE 2SL (LEFT) TRAFFIC ARROW IN ACCORDANCE WITHWSDOT STANDARD PLAN M-24.20-02.INSTALL WHITE THERMOPLASTIC TYPE 2SR (RIGHT) TRAFFIC ARROW IN ACCORDANCE WITHWSDOT STANDARD PLAN M-24.20-02.INSTALL WHITE THERMOPLASTIC TYPE 1S TRAFFIC ARROW IN ACCORDANCE WITH WSDOTSTANDARD PLAN M-24.20-02. SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FOR PEDESTRIANTRAFFIC CONTROL. INSTALL WHITE THERMOPLASTIC PIANO STYLE CROSSWALK MARKINGS IN ACCORDANCE WITHCITY OF RENTON STANDARD PLAN 127. INSTALL BIKE LANE CROSSING PER DETAIL C ON SHEET CH08. SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES.DETOUR SIGN LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. EXACT LOCATIONSHALL BE AS APPROVED BY THE ENGINEER. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 8” WHITE WIDE SOLID LANELINE WITH SUPPLEMENTAL WHITE TYPE 2 RAISED PAVEMENT MARKERS (RPMS) INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANSM-20.20-02 AND M-20.30-04. SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FOR PEDESTRIANTRAFFIC CONTROL.SEE DETAIL F ON SHEET TCD03 FOR ADDITIONAL SIDEWALK DETOUR DETAILS. PLACE SIGN 100FT FROM STOP BAR. MAINTAIN ACCESS TO SIDE STREETS AND DRIVEWAYS AT ALL TIMES. SEE DETAIL A ON SHEETTCD01 FOR DETAILS. PHASE OUTER AND INNER LANE CLOSURES AS REQUIRED FOR CONSTRUCTION OF SIGNALIZEDPEDESTRIAN CROSSING. SEE SHEET TCD02 FOR DETAILS. CLOSE OUTER LANE AS REQUIRED FOR INSTALLATION OF PAVEMENT MARKINGS. SEE SHEETTCD01 FOR DETAILS. TC04 TC05 TC06 INSTALL COMBINED SHARED LANE MARKING AND TYPE 2SR (RIGHT) TRAFFIC ARROW PERDETAIL E ON SHEET CH08. SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES. SEE SHEET TCD03 FOR PEDESTRIAN DETOUR DETAILS. INSTALL WHITE THEMOPLASTIC SHARED LANE MARKING WITH GREEN METHYL METHACRYLATE(MMA) BACKGROUND PER DETAIL A ON SHEET CH08. INSTALL COMBINED SHARED LANE MARKING AND TYPE 3SR (THRU/RIGHT) TRAFFIC ARROWPER DETAIL D ON SHEET CH08. PHASE LANE CLOSURES AS REQUIRED TO MAINTAIN TRAFFIC FLOW DURING INSTALLATION OFCROSSWALK MARKINGS.SEE SHEET TC07 FOR STAGE 2 DETOUR ROUTE.SEE SHEET TC05 FOR STAGE 3 DETOUR ROUTE. CONSTRUCTION NOTESINSTALL TYPE 3 BARRICADE PER MUTCD 11TH EDITION, CHAPTER 6. MOUNT SIGNTO TYPE 3 BARRICADE. INSTALL WHITE THERMOPLASTIC SHARED LANE MARKING PER DETAIL A ON SHEETCH08.INSTALL BICYCLE DETECTION MARKING PER DETAIL B ON SHEET CH08. INSTALL NEW SIGN(S) ON METAL POST IN ACCORDANCE WITH CITY OF RENTONSTANDARD PLAN 129.INSTALL YELLOW TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITHRETROREFLECTIVE BANDS, SEE DETAIL D ON SHEET CH08. SPACE ATAPPROXIMATELY 8' POST-TO-POST UNLESS OTHERWISE INDICATED. 1 10 14 22 27 NOTES1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES, LEGEND AND TRAFFICCONTROL TABLES.2.SEE SHEET TC06 FOR STAGE 1 DETOUR ROUTE.3.DETOUR SIGN LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. EXACTLOCATION SHALL BE AS APPROVED BY THE ENGINEER.4.CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS ON EXISTING SIDEWALKSADJACENT TO WORK AREAS.5.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FORPEDESTRIAN TRAFFIC CONTROL.6.SEE SHEET TCD03 FOR ADDITIONAL SIDEWALK DETOUR DETAILS.7.PLACE SIGN 100FT FROM STOP BAR. 8.CLOSE OUTER LANE AS REQUIRED FOR INSTALLATION OF PAVEMENT MARKINGS.SEE SHEET TCD01 FOR DETAILS.9.MAINTAIN ACCESS TO SIDE STREETS AND DRIVEWAYS AT ALL TIMES. SEE SHEETTCD01 FOR DETAILS.10.PHASE OUTER AND INNER LANE CLOSURES AS REQUIRED FOR CONSTRUCTION OFSIGNALIZED PEDESTRIAN CROSSING. SEE SHEET TCD02 FOR DETAILS.11.SEE SHEET TCD03 FOR PEDESTRIAN DETOUR DETAILS. 12.PHASE LANE CLOSURES AS REQUIRED TO MAINTAIN TRAFFIC FLOW DURINGINSTALLATION OF CROSSWALK MARKINGS. NOT USED CONSTRUCT COMBINATION CURB RAMP PER CURB RAMP DETAILS & WSDOT STD. PLANF-40.14-03, SHEETS PVD01 - PVD05 PLANE 2FT TO 3FT OF ASPHALT ADJACENT TO CATCH BASIN TO REDUCE ASPHALT LIP TO LESSTHAN 0.5IN. REPLACE GRATE WITH RECTANGULAR VANED GATE PER CITY OF RENTONSTANDARD 204.2 WHERE NECESSARY. CONSTRUCTION NOTES ADJUST WATER VALVE TO FINAL GRADE PER CITY OF RENTON STD. 330.7. ADJUST MANHOLE TO MATCH EXISTING GRADE, PER CITY OF RENTON STD 106, ANDREPLACE LID WITH NON-SLIP ADA COMPLIANT LID.PLANE 2FT TO 3FT OF ASPHALT ADJACENT TO CATCH BASIN TO REDUCE ASPHALTLIP TO LESS THAN 0.5IN. REPLACE GRATE WITH RECTANGULAR VANED GATE PERCITY OF RENTON STANDARD 204.2 WHERE NECESSARY. 3 2729 SEE SHEET TC06 FOR STAGE 2 TRAFFIC CONTROL PLAN.SEE SHEET TC04 FOR STAGE 3 TRAFFIC CONTROL PLAN. CONSTRUCTION NOTESINSTALL TYPE 3 BARRICADE PER MUTCD 11TH EDITION, CHAPTER 6. MOUNT SIGNTO TYPE 3 BARRICADE. NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES.2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES.3.DETOUR SIGN LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. EXACTLOCATION SHALL BE AS APPROVED BY THE ENGINEER.4.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FORPEDESTRIAN TRAFFIC CONTROL.5.MAINTAIN ACCESS TO SIDE STREETS AND DRIVEWAYS AT ALL TIMES. SEE DETAIL AON SHEET TCD01 FOR DETAILS.6.SEE SHEET TC07 FOR STAGE 2 DETOUR ROUTE. 1 2 3 4 5 6 7 8 9 10 11 12 CONSTRUCTION NOTESINSTALL TYPE 3 BARRICADE PER MUTCD 11TH EDITION, CHAPTER 6. MOUNT SIGNTO TYPE 3 BARRICADE. NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES.2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES.3.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FORPEDESTRIAN TRAFFIC CONTROL.4.SEE SHEET TC05 FOR STAGE 3 DETOUR ROUTE. 1 2 3 4 5 6 7 8 9 10 11 12 CONSTRUCTION NOTESINSTALL TYPE 3 BARRICADE PER MUTCD 11TH EDITION, CHAPTER 6. MOUNT SIGNTO TYPE 3 BARRICADE. NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES.2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES.3.DETOUR SIGN LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. EXACTLOCATION SHALL BE AS APPROVED BY THE ENGINEER.4.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FORPEDESTRIAN TRAFFIC CONTROL.5.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FORPEDESTRIAN TRAFFIC CONTROL.6.SEE DETAIL F ON SHEET TCD03 FOR ADDITIONAL SIDEWALK DETOUR DETAILS.7.PLACE SIGN 100FT FROM STOP BAR.8.CLOSE OUTER LANE AS REQUIRED FOR INSTALLATION OF PAVEMENT MARKINGS.SEE SHEET TCD01 FOR DETAILS.9.MAINTAIN ACCESS TO SIDE STREETS AND DRIVEWAYS AT ALL TIMES. SEE DETAIL AON SHEET TCD01 FOR DETAILS.10.PHASE OUTER AND INNER LANE CLOSURES AS REQUIRED FOR CONSTRUCTION OFSIGNALIZED PEDESTRIAN CROSSING. SEE SHEET TCD02 FOR DETAILS.11.SEE SHEET TCD03 FOR PEDESTRIAN DETOUR DETAILS.12.PHASE LANE CLOSURES AS REQUIRED TO MAINTAIN TRAFFIC FLOW DURINGINSTALLATION OF CROSSWALK MARKINGS.13.SEE SHEET TC07 FOR STAGE 2 DETOUR ROUTE.14.SEE SHEET TC05 FOR STAGE 3 DETOUR ROUTE.SEE SHEET TC06 FOR STAGE 2 TRAFFIC CONTROL PLAN.SEE SHEET TC04 FOR STAGE 3 TRAFFIC CONTROL PLAN. 1 2 3 4 5 6 7 8 9 10 11 12 TC02 TC07 TC08 TC09CONSTRUCTION NOTESINSTALL TYPE 3 BARRICADE PER MUTCD 11TH EDITION, CHAPTER 6. MOUNT SIGNTO TYPE 3 BARRICADE. NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES.2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES.3.DETOUR SIGN LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. EXACTLOCATION SHALL BE AS APPROVED BY THE ENGINEER.4.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FORPEDESTRIAN TRAFFIC CONTROL.5.SEE SHEET TC04 FOR STAGE 3 TRAFFIC CONTROL PLAN. 1 2 3 4 5 6 7 8 9 10 11 12 CONSTRUCTION NOTESINSTALL TYPE 3 BARRICADE PER MUTCD 11TH EDITION, CHAPTER 6. MOUNT SIGNTO TYPE 3 BARRICADE. NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES.2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES.3.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FORPEDESTRIAN TRAFFIC CONTROL.4.MAINTAIN ACCESS TO SIDE STREETS AND DRIVEWAYS AT ALL TIMES. SEE DETAIL AON SHEET TCD01 FOR DETAILS. 1 2 3 4 5 6 7 8 9 10 11 12 REPLACE BROKEN WATER VALVE LID. REPLACE BROKEN GAS VALVE LID. COORDINATE WITH PSE.ADJUST MONUMENT CASE AND COVER. NOTES1.SEE SHEETS PV01 - PV06 FOR PAVING NOTES, CONSTRUCTION NOTES AND DETAILSNOT SHOWN HEREIN.2.* DENOTES EXISTING FACILITY HORIZONTAL/VERTICAL INFORMATION ACCORDINGTO SURVEY AND MAY VARY IN THE FIELD. CONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06.CONSTRUCTION NOTESCONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06.1 CONSTRUCTION NOTESCONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06.1 CONSTRUCTION NOTESCONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06.1 CONSTRUCTION NOTESCONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06.1 CONSTRUCTION NOTESCONSTRUCT CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102, SHEET PVD06.1 PVD04PVD03PVD02PVD01PVD MASTER LIST DEMOLITION NOTES1.EXISTING STORM DRAINAGE SYSTEM TO BE PROTECTED UNLESS OTHERWISENOTED ON DRAINAGE PLANS SHEET SD01 - SD02.2.SIGNS, UTILITIES, VEGETATION, & OTHER FEATURES NOT SPECIFICALLY IDENTIFIEDFOR REMOVAL ON THE PLAN SHALL BE PROTECTED. DAMAGE TO PUBLIC ORPRIVATE ELEMENTS NOT IDENTIFIED FOR REMOVAL ON THE PLAN SHALL BEREPAIRED OR REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE3.REMOVAL OF EXISTING CURB AND GUTTER, PAVEMENT, AND SIDEWALK TO BE PAIDAS REMOVAL OF STRUCTURES AND OBSTRUCTIONS, LUMP SUM.4.EXISTING SIGNING TO BE PROTECTED UNLESS OTHERWISE NOTED ONCHANNELIZATION AND SIGNING PLAN SHEETS CH01-CH08. PAVING DETAILS NOTES1.FIELD STAKE FINAL CURB, GUTTER, SIDEWALK, AND CURB RAMP. LOCATIONS TO BEAPPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. THE INTENT OF THESECONSTRUCTION DETAILS IS TO PROVIDE ADA-COMPLIANT CURB RAMPS. THELOCATIONS AND ELEVATIONS SHOWN ON THIS PLAN ARE APPROXIMATE ANDSUBJECT TO MINOR ADJUSTMENT BY THE ENGINEER TO ACHIEVE ADA-COMPLIANTCURB RAMPS DURING CONSTRUCTION.2.CURB RAMP LENGTHS MAY BE ADJUSTED TO ACHIEVE REQUIRED SLOPES AND TOACCOMMODATE EXISTING SITE CONDITIONS. THE CONTRACTOR SHALL NOTIFY THEENGINEER OF ANY CURB RAMP THAT CANNOT BE CONSTRUCTED TO FULLCOMPLIANCE PRIOR TO PLACING CONCRETE. ANY WORK THAT IS COMPLETE THATIS NON-COMPLIANCE SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'SEXPENSE. COMPLIANCE OF CURB RAMP SLOPES SHALL BE MEASURED WITH A 2FTMAXIMUM LENGTH LEVEL.3.ASPHALT PATCHES AT NEW CURBS SHALL MATCH EXISTING GRADES AND CROSSSLOPES AND MAINTAIN POSITIVE DRAINAGE. CONTRACTOR TO VERIFY EXISTINGSLOPES IN THE FIELD PRIOR TO REMOVAL OF EXISTING ROADWAY SURFACE. 4.ELEVATIONS ARE PROVIDED AT FLOWLINES OR BACK OF CURB. TOP OF CURBSHOULD BE +0.5FT WHERE FULL HEIGHT CURB IS IDENTIFIED ON THE PAVINGPLANS. CONSTRUCTION NOTESINSTALL TYPE 3 BARRICADE PER MUTCD 11TH EDITION, CHAPTER 6. MOUNT SIGNTO TYPE 3 BARRICADE. NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES.2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES.3.DETOUR SIGN LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. EXACTLOCATION SHALL BE AS APPROVED BY THE ENGINEER.4.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FORPEDESTRIAN TRAFFIC CONTROL.5.MAINTAIN ACCESS TO SIDE STREETS AND DRIVEWAYS AT ALL TIMES. SEE DETAIL AON SHEET TCD01 FOR DETAILS. 1 CONSTRUCTION NOTESINSTALL TYPE 3 BARRICADE PER MUTCD 11TH EDITION, CHAPTER 6. MOUNT SIGNTO TYPE 3 BARRICADE. NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES.2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES.3.DETOUR SIGN LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. EXACTLOCATION SHALL BE AS APPROVED BY THE ENGINEER.4.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FORPEDESTRIAN TRAFFIC CONTROL.5.MAINTAIN ACCESS TO SIDE STREETS AND DRIVEWAYS AT ALL TIMES. SEE DETAIL AON SHEET TCD01 FOR DETAILS.6.SEE SHEET TC06 FOR STAGE 2 TRAFFIC CONTROL PLAN. 1 CONSTRUCTION NOTESINSTALL TYPE 3 BARRICADE PER MUTCD 11TH EDITION, CHAPTER 6. MOUNT SIGNTO TYPE 3 BARRICADE. NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES.2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES.3.DETOUR SIGN LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. EXACTLOCATION SHALL BE AS APPROVED BY THE ENGINEER.4.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FORPEDESTRIAN TRAFFIC CONTROL.5.MAINTAIN ACCESS TO SIDE STREETS AND DRIVEWAYS AT ALL TIMES. SEE DETAIL AON SHEET TCD01 FOR DETAILS. 1 CONSTRUCTION NOTES INSTALL WHITE THERMOPLASTIC 16” STOP LINE 30' AWAY FROM EDGE OFCROSSWALK IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND 127.INSTALL NEW SIGN(S) IN ACCORDANCE WITH CITY OF RENTON STANDARDS, SEESHEETS EL01 AND EL02.REMOVE EXISTING SIGN(S) AND POST, SEE SHEETS EL01 AND EL02.INSTALL WHITE THERMOPLASTIC SHARED LANE MARKING PER DETAIL A ON SHEETCH08.INSTALL WHITE THERMOPLASTIC PIANO STYLE CROSSWALK MARKINGS INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 127.INSTALL NEW SIGN(S) ON METAL POST IN ACCORDANCE WITH CITY OF RENTONSTANDARD PLAN 129. 5 6 710 12 22 CONSTRUCTION NOTES INSTALL WHITE THERMOPLASTIC SHARED LANE MARKING PER DETAIL A ON SHEETCH08.INSTALL BICYCLE DETECTION MARKING PER DETAIL B ON SHEET CH08.INSTALL NEW SIGN(S) ON METAL POST IN ACCORDANCE WITH CITY OF RENTONSTANDARD PLAN 129. 10 1422 EXISTING STORM DRAIN SYSTEM. SEE SHEETS SD01 - SD05 FOR DETAILS. CONSTRUCTION NOTES INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) DOUBLEYELLOW CENTER LINE WITH SUPPLEMENTAL YELLOW TYPE 2 RAISED PAVEMENTMARKERS (RPMS) IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109AND WSDOT STANDARD PLANS M-20.20-02 AND M-20.30-04.INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” YELLOWDOTTED EXTENSION LINE WITH SUPPLEMENTAL YELLOW TYPE 2 RAISED PAVEMENTMARKERS (RPMS) IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109AND WSDOT STANDARD PLANS M-20.20-02 AND M-20.30-04.INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITE EDGELINE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOTSTANDARD PLAN M-20.20-02.INSTALL WHITE THERMOPLASTIC TYPE 2SR (RIGHT) TRAFFIC ARROW INACCORDANCE WITH WSDOT STANDARD PLAN M-24.20-02.INSTALL WHITE THERMOPLASTIC TYPE 1S TRAFFIC ARROW IN ACCORDANCE WITHWSDOT STANDARD PLAN M-24.20-02.INSTALL BIKE LANE CROSSING PER DETAIL C ON SHEET CH08.INSTALL WHITE THERMOPLASTIC PIANO STYLE CROSSWALK MARKINGS INACCORDANCE WITH CITY OF RENTON STANDARD PLAN 127.INSTALL WHITE THERMOPLASTIC 16” STOP LINE IN ACCORDANCE WITH CITY OFRENTON STANDARD PLAN 109 AND 128.INSTALL BIKE DOT MARKING PER DETAIL F ON SHEET CH09.INSTALL WHITE TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITHRETROREFLECTIVE BANDS, SEE DETAIL D ON SHEET CH08.INSTALL WHITE THERMOPLASTIC SPEED BUMP SYMBOL IN ACCORDANCE WITHWSDOT STANDARD PLAN M-24.60-04.INSTALL WHITE TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITHRETROREFLECTIVE BANDS WITHIN BUFFER WITH DIAGONAL CROSSHATCHMARKING, SEE DETAIL E ON SHEET CH09.MAINTAIN AND PROTECT EXISTING SIGN(S) AND POST.REMOVE EXISTING SIGN(S) AND POST.INSTALL NEW SIGN(S) ON METAL POST IN ACCORDANCE WITH CITY OF RENTONSTANDARD PLAN 129.INSTALL NEW SIGN(S) ON EXISTING METAL POST IN ACCORDANCE WITH CITY OFRENTON STANDARD PLAN 129.REMOVE EXISTING SIGN(S). POST TO REMAIN. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITEDOTTED EXTENSION LINE WITH SUPPLEMENTAL WHITE TYPE 2 RAISED PAVEMENTMARKERS (RPMS) IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109AND WSDOT STANDARD PLANS M-20.20-02 AND M-20.30-04.INSTALL YELLOW TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITHRETROREFLECTIVE BANDS, SEE DETAIL D ON SHEET CH08. SPACE ATAPPROXIMATELY 8' POST-TO-POST UNLESS OTHERWISE INDICATED. 1 2 3 8 9 1112 13 1516 17 18 192022 23 24 26 27 INSTALL 2-3" CONDUIT UNDER NEW SIDEWALK PER DETAIL SHEET PVD06.INSTALL TYPE 1 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04, SHEET PVD07. ADJUST MANHOLE TO MATCH FINAL GRADE, PER CITY OF RENTON STD 106, AND REPLACE LIDWITH NON-SLIP ADA COMPLIANT LID. RIGHT-OF-WAY CHANNELIZATION FEATURE SIGN SIGN (DOUBLE SIDED) SIGN (BUSINESS) CONSTRUCTION NOTE SIGN NOTE SIGN REMOVAL NOTE SIGN RELOCATE NOTE SIGN EXISTING TO REMAIN NOTE RAISED CROSSING(SEE CHANNELIZATION AND SIGNINGGENERAL NOTE 10) LEGEND EXISTING PROPOSED # # R# RL# EX# EXISTING ROW SAWCUT LINE CONCRETE REMOVAL ASPHALT REMOVAL MEDIAN ASPHALT REMOVAL CLEAR AND GRUB GRAVEL REMOVAL (MIN 4") CURB REMOVAL INLET PROTECTION LEGEND EXISTING ROW SAWCUT SCH80 CONDUIT CHAIN LINK FENCE PRIVACY FENCE JUNCTION BOX CONCRETE SIDEWALK(SEE NOTE 4, SHEET PV01)CONCRETE DRIVEWAY ASPHALT ROADWAY(SEE NOTE 4, SHEET PV01)DETECTABLE WARNING SURFACE SEED & MULCH RAISED CROSSING(SEE DETAIL SHEET PVD05)SEE LANDSCAPING PLANS LEGEND DESCRIPTION EXISTING SYMBOL PROPOSED SYMBOL RIGHT-OF-WAY CONDUIT CONSTRUCTION NOTE SIGNAL POLE CONSTRUCTION NOTE WIRE NOTE SIGN NOTE SIGNAL POLE AND MAST ARM TYPE PS/TYPE 1 SIGNAL STANDARD PEDESTRIAN PUSHBUTTON POST VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD PEDESTRIAN PUSHBUTTON EMERGENCY VEHICLE PRE-EMPTION (EVP) DETECTOR WIRELESS ANTENNA MAST ARM MOUNTED SIGN TRAFFIC SIGNAL CONTROLLER CABINET ELECTRICAL SERVICE CABINET JUNCTION BOX, TYPE 1 JUNCTION BOX, TYPE 2 JUNCTION BOX, TYPE 8 25-TA VAULT LUMINAIRE HYBRID RADAR/VIDEO DETECTION CAMERA AXIS MULTISENSOR PANORAMIC VIDEO DETECTION CAMERA RADAR/VIDEO DETECTION ZONE LEGEND DESCRIPTION EXISTING SYMBOL PROPOSED SYMBOL RIGHT-OF-WAY CONDUIT CONSTRUCTION NOTE WIRE NOTE POLE NOTE RRFB (DOUBLE-SIDED) PEDESTRIAN PUSHBUTTON POST PEDESTRIAN PUSHBUTTON JUNCTION BOX, TYPE 1 JUNCTION BOX, TYPE 2 ELECTRICAL SERVICE CABINET PEDESTRIAN FLASHING BEACON STREET LIGHT LEGEND LEGENDEXISTING ROW CONSTRUCTION NOTESIGN NOTEDIRECTION OF TRAVELCHANNELIZATION DEVICE (HIGH VISIBILITY)TEMPORARY SIGN ON PORTABLE CRASHWORTHYSUPPORTSEQUENTIAL ARROW BOARDTYPE 3 BARRICADEWORK AREAPROTECTIVE WORK VEHICLE DESCRIPTION EXISTING SYMBOL PROPOSED SYMBOL RIGHT-OF-WAY CONDUIT CONSTRUCTION NOTE WIRE NOTE LUMINAIRE POLE NOTE LUMINAIRE POLE ROADWAY LUMINAIRE PEDESTRIAN LUMIANIRE JUNCTION BOX, TYPE 1 JUNCTION BOX, TYPE 2 JUNCTION BOX, TYPE 8 ELECTRICAL SERVICE CABINET LUMINAIRE AND JUNCTION BOX CONCRETE PAD IRRIGATION CONTROLLER CABINET LEGEND N: 175869 E: 1293919 10 N: 175824 E: 1293793 10 N: 175952 E: 1294171 10 N: 175988 E: 1294167 10 N: 175944 E: 1294441 10 N: 175978 E: 1294489 10 N: 175623 E: 1293642 10 N: 175652 E: 1293620 10 N: 175626 E: 1293593 14 N: 175526 E: 1293516 14 CHAN 01 CONSTRUCTION NOTES INSTALL WHITE THERMOPLASTIC SHARED LANE MARKING PER DETAIL A ON SHEET CH08. INSTALL BICYCLE DETECTION MARKING PER DETAIL B ON SHEET CH08. INSTALL NEW SIGN(S) ON METAL POST IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 129. 10 14 22 NOTES 1.SEE SHEET CH01 FOR CHANNELIZATION AND SIGNING GENERAL NOTES AND SHEET LG FOR LEGEND. 2.SEE SHEET CH06 FOR SIGN SCHEDULE AND LEGEND. 3.SEE SHEETS CH08 AND CH09 FOR CHANNELIZATION DETAILS. 4.NORTHINGS AND EASTINGS FOR MARKINGS ARE ROUNDED TO PROVIDE APPROXIMATE LOCATION. SEE DETAILS ON CH08 AND CH09 FOR SPECIFIC DIMENSIONAL REQUIREMENTS OF MARKING PLACEMENT. FOR RECTANGULAR RAPID FLASHING BEACON (RRFB) SMP SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 05/03/2024 05/03/2024 MA T C H L I N E - S E E S H E E T CH 0 2 SMP BAS O A K E S D A L E A V E S W N A C H E S A V E S W SW 7TH ST 22 3 22 1 22 19 22 2 SEC. 24, T. 23 N., R. 04 E., W.M. / SEC. 13, T.23 N., R. 04 E., W.M. 10 CHANNELIZATION AND SIGNING GENERAL NOTES 1.ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS, THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD PLANS AND SPECIFICATIONS, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND THE CONTRACT. 2.A COPY OF THE APPROVED PLANS SHALL BE ON SITE DURING CONSTRUCTION. 3.ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT-OF-WAY MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 4.THE LOCATION OF EXISTING FEATURES AND UTILITIES SHOWN WITHIN THESE PLANS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING CHANNELIZATION AND SIGNING WORK. NOT ALL EXISTING FEATURES AND UTILITIES MAY BE SHOWN. 5.ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT UTILITY AGENCIES 48 HOURS PRIOR TO COMMENCING WORK AND SHALL COORDINATE WITH ALL AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES RESULTING FROM CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY AGENCY IMMEDIATELY UPON DAMAGE AND SHALL BE RESPONSIBLE FOR REPLACING DAMAGED EQUIPMENT TO THE SATISFACTION OF THE AFFECTED UTILITY AGENCY. 6.REMOVE EXISTING CHANNELIZATION AND SIGNING IN CONFLICT WITH PROPOSED CHANNELIZATION AND SIGNING, WITHIN PROJECT LIMITS, AS SHOWN ON THESE PLANS OR AS DIRECTED BY THE ENGINEER. ANY EXISTING CHANNELIZATION OR SIGNING TO REMAIN IN PLACE THAT IS DAMAGED OR OTHERWISE ALTERED BY THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN-KIND AT THE EXPENSE OF THE CONTRACTOR. 7.THE CONTRACTOR SHALL SALVAGE AND DELIVER ALL EXISTING SIGNING EQUIPMENT SPECIFIED FOR REMOVAL BACK TO THE CITY OF RENTON, UNLESS OTHERWISE NOTED IN WRITING BY THE ENGINEER. 8.THE CONTRACTOR SHALL FIELD VERIFY FINAL LOCATIONS OF ALL PROPOSED SIGNS WITH THE ENGINEER PRIOR TO INSTALLATION. ALL PROPOSED SIGNS SHALL BE LOCATED WITHIN THE RIGHT-OF-WAY AND PANELS SHALL NOT OVERHANG OUTSIDE OF RIGHT-OF-WAY. SIGN PANELS THAT OVERHANG SIDEWALKS/PATHWAYS SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 7FT FROM THE BOTTOM OF THE LOWEST PANEL TO THE ADJACENT SIDEWALK/PATHWAY SURFACE. 9.STATIONING FOR ALL PAVEMENT MARKING SYMBOLS AND LETTERING IS MEASURED TO THE CENTER OF THE SYMBOL. ALL SYMBOLS AND LETTERING SHALL BE PERPENDICULAR TO THE ADJACENT LANE STRIPING AND CENTERED WITHIN THE LANE UNLESS OTHERWISE NOTED. 10.SEE PAVING SHEETS (PV01-PV03) FOR RAISED CROSSING DETAILS. 11.SEE CITY OF RENTON STANDARD PLAN 109 FOR PAVEMENT MARKING NOTES AND REQUIREMENTS, UNLESS OTHERWISE NOTED. 12.SEE CITY OF RENTON STANDARD PLAN 129 FOR SIGN MOUNTING ON SINGLE METAL POST. SEE CITY OF RENTON STANDARD PLAN 134 FOR POST MOUNTED STREET NAME SIGNS AND DETAILS. SEE CITY OF RENTON STANDARD PLAN 136 FOR NO PARKING SIGN DETAILS. MAST ARM MOUNTED SIGNS SHALL BE IN ACCORDANCE WITH WSDOT STANDARD PLAN G-30.10-04. 13.SEE SHEET CH08 FOR BICYCLE LANE CROSSING DETAILS AND SIGNING LEGEND AND TABLES. 14.SEE DEMOLITION, PAVING, CURB RAMP, AND TRAFFIC SIGNAL PLANS FOR FURTHER DETAILS. 15.SEE SHEET CH06 FOR SIGN SCHEDULE AND LEGEND. 16.ANY EXISTING SIGNS NOT SPECIFIED FOR REMOVAL OR RELOCATION SHALL REMAIN IN-PLACE. 17.SEE ALIGNMENT SHEETS AL01 - AL02 FOR ALIGNMENT CONTROL AND DETAILS. 18.RIGHT-OF-WAY LINES, IF SHOWN, ON SHEETS CH01 TO CH03 ARE PROVIDED FOR REFERENCE ONLY AND BASED ON THE CITY OF RENTON GIS. THE CONTRACTOR SHALL VERIFY WITH THE CITY AND ENGINEER ALL PROPOSED IMPROVEMENTS ARE LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY BEFORE INSTALLATION. 19.SEE DETAIL I ON SHEET CH09 FOR WHITE TRAFFIC SEPARATOR, BASE, AND FLEXIBLE POST LOCATION WITHIN BUFFER. 08-27-24 N: 175971 E: 1294706 10 N: 175928 E: 1294940 10 N: 175965 E: 1294950 10 N: 175957 E: 1295184 10 N: 175919 E: 1295237 10 N: 175911 E: 1295501 10 N: 175946 E: 1295553 10 N: 175905 E: 1295712 10 N: 175942 E: 1295767 10 N: 175899 E: 1296053 10 N: 175938 E: 1296049 10 N: 175930 E: 1296510 10 N: 175894 E: 1296584 10 N: 175891 E: 1296784 10 N: 175926 E: 1296749 10 CHAN 02 CONSTRUCTION NOTES INSTALL WHITE THERMOPLASTIC SHARED LANE MARKING PER DETAIL A ON SHEET CH08. INSTALL NEW SIGN(S) ON METAL POST IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 129. 10 22 NOTES 1.SEE SHEET CH01 FOR CHANNELIZATION AND SIGNING GENERAL NOTES AND SHEET LG FOR LEGEND. 2.SEE SHEET CH06 FOR SIGN SCHEDULE AND LEGEND. 3.SEE SHEETS CH08 AND CH09 FOR CHANNELIZATION DETAILS. 4.NORTHINGS AND EASTINGS FOR MARKINGS ARE ROUNDED TO PROVIDE APPROXIMATE LOCATION. SEE DETAILS ON CH08 AND CH09 FOR SPECIFIC DIMENSIONAL REQUIREMENTS OF MARKING PLACEMENT. FOR RECTANGULAR RAPID FLASHING BEACON (RRFB) SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 05/03/2024 05/03/2024 SMP MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E S H E E T CH 0 3 MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T CH 0 1 SMP BAS PO W E L L A V E S W TH O M A S A V E S W LI N D A V E S W SE N E C A A V E S W SW 7TH ST SW 7TH ST 22 4 22 6 22 10 22 5 22 7 22 9 22 11 22 8 SEC. 24, T. 23 N., R. 04 E., W.M. / SEC. 13, T.23 N., R. 04 E., W.M. SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. 08-27-24 500+00 501+00 502+00 503+00 N: 175922 E: 1297040 10 STA. 500+46.4 19.0FT RT 10 STA. 502+69.4 21.2FT LT 10 N: 175875 E: 1297495 10 N: 175873 E: 1297666 10 N: 175917 E: 1297670 10 N: 175914 E: 1297893 10 N: 175871 E: 1297922 10 N: 175868 E: 1298181 10 N: 175911 E: 1298145 10 N: 175911 E: 1298326 10 N: 175859 E: 1298554 10 CONSTRUCTION NOTES INSTALL WHITE THERMOPLASTIC 16” STOP LINE 30' AWAY FROM EDGE OF CROSSWALK IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND 127. INSTALL NEW SIGN(S) IN ACCORDANCE WITH CITY OF RENTON STANDARDS, SEE SHEETS EL01 AND EL02. REMOVE EXISTING SIGN(S) AND POST, SEE SHEETS EL01 AND EL02. INSTALL WHITE THERMOPLASTIC SHARED LANE MARKING PER DETAIL A ON SHEET CH08. INSTALL WHITE THERMOPLASTIC PIANO STYLE CROSSWALK MARKINGS IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 127. INSTALL NEW SIGN(S) ON METAL POST IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 129. 5 6 7 10 12 22 NOTES 1.SEE SHEET CH01 FOR CHANNELIZATION AND SIGNING GENERAL NOTES AND SHEET LG FOR LEGEND. 2.SEE SHEET CH06 FOR SIGN SCHEDULE AND LEGEND. 3.SEE SHEETS CH08 AND CH09 FOR CHANNELIZATION DETAILS. 4.NORTHINGS AND EASTINGS FOR MARKINGS ARE ROUNDED TO PROVIDE APPROXIMATE LOCATION. SEE DETAILS ON CH08 AND CH09 FOR SPECIFIC DIMENSIONAL REQUIREMENTS OF MARKING PLACEMENT. 5.SEE SHEETS EL01 TO EL02 FOR RECTANGULAR RAPID FLASHING BEACON (RRFB) PLAN AND DETAILS. 100+00 N: 175859 E: 1298554 10 N: 175905 E: 1298643 10 N: 175904 E: 1298825 10 N: 175858 E: 1298807 10 N: 175858 E: 1299032 10 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 05/03/2024 05/03/2024 SMP MA T C H L I N E - S E E B E L O W MA T C H L I N E S T A 1 0 0 + 0 0 - S E E CH 0 4 MA T C H L I N E - S E E A B O V E MA T C H L I N E - S E E S H E E T CH 0 2 SMP BAS RA I N I E R A V E S HA R D I E A V E S 7TH ST SW 7TH ST 22 13 12 22 12 22 14 22 16 22 15 22 17 12 SEE NOTE 5 SEE NOTE 5 5 5 22 21 22 20 22 25 22 26 6 22 7 R2 6 23 7 R1 6 24 08-27-24 CONSTRUCTION NOTES INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) DOUBLE YELLOW CENTER LINE WITH SUPPLEMENTAL YELLOW TYPE 2 RAISED PAVEMENT MARKERS (RPMS) IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANS M-20.20-02 AND M-20.30-04. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITE EDGE LINE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-20.20-02. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 8” WHITE WIDE SOLID LANE LINE WITH SUPPLEMENTAL WHITE TYPE 2 RAISED PAVEMENT MARKERS IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANS M-20.20-02 AND M-20.30-04. INSTALL WHITE THERMOPLASTIC SHARED LANE MARKING PER DETAIL A ON SHEET CH08. INSTALL BIKE LANE CROSSING PER DETAIL C ON SHEET CH08. INSTALL WHITE THERMOPLASTIC PIANO STYLE CROSSWALK MARKINGS IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 127. INSTALL WHITE THERMOPLASTIC 16” STOP LINE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND 128. INSTALL BIKE DOT MARKING PER DETAIL F ON SHEET CH09. INSTALL WHITE TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITH RETROREFLECTIVE BANDS, SEE DETAIL D ON SHEET CH08. INSTALL WHITE TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITH RETROREFLECTIVE BANDS WITHIN BUFFER WITH DIAGONAL CROSSHATCH MARKING, SEE DETAIL E ON SHEET CH09. MAINTAIN AND PROTECT EXISTING SIGN(S) AND POST. REMOVE EXISTING SIGN(S) AND POST. RELOCATE EXISTING SIGN(S) TO NEW METAL POST ON LOCATION SHOWN IN SIGN SCHEDULE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 129. INSTALL NEW SIGN(S) ON METAL POST IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 129. INSTALL BIKE BOX PER DETAIL G ON SHEET CH09. 1 3 4 10 11 12 13 15 16 18 19 20 21 22 25 STA. 101+55.5 9.5FT RT STA. 102+51.5 1.5FT LT STA. 103+22.5 0.5FT RT STA. 100+29.5 18.0FT LT 10 STA. 101+20.0 61.0FT RT 16 STA. 101+27.5 35.0FT RT 16 100+00 101+00 102+00 103+00 104+00 STA. 104+22.5 1.5FT LT STA. 104+07.5 3.0FT LT STA. 105+30.5 1.5FT LT STA. 105+59.0 1.5FT LT STA. 107+06.5 9.5FT RT STA. 107+14.0 3.5FT LT STA. 107+62.0 9.5FT RT STA. 107+53.0 3.5FT LT STA. 104+19.5 9.5FT RT STA. 107+35.5 33.5FT LT STA. 107+35.0 66.0FT LT STA. 106+99.0 9.5FT LT 15 STA. 107+68.0 9.5FT LT 15 STA. 104+28.5 9.5FT LT 15 104+00 105+00 106+00 107+00 108+00 NOTES 1.SEE SHEET CH01 FOR CHANNELIZATION AND SIGNING GENERAL NOTES AND SHEET LG FOR LEGEND. 2.SEE SHEET CH06 FOR SIGN SCHEDULE AND LEGEND. 3.SEE SHEETS CH08 AND CH09 FOR CHANNELIZATION DETAILS. NORTHINGS AND EASTINGS FOR MARKINGS ARE ROUNDED TO PROVIDE SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 05/03/2024 05/03/2024 MA T C H L I N E S T A 1 0 4 + 0 0 - S E E B E L O W MA T C H L I N E S T A 1 0 4 + 0 0 - S E E A B O V E MA T C H L I N E S T A 1 0 8 + 0 0 - S E E S H E E T CH 0 5 SMP SMP BAS S 7TH ST SH A T T U C K A V E S MO S E S L N S AL L E Y WH I T W O R T H L N S (P R I V A T E W A L K W A Y ) AL L E Y MO R R I S A V E S 1 1 13 11 1 1 33 12 3 4 1 11 12 EX1 19 R5 20 R4 20 R3 20 RL1 21 RL3 21 RL4 21 EX3 19 EX2 19 28 22 29 22 27 22 MA T C H L I N E S T A 1 0 0 + 0 0 - S E E S H E E T CH 0 3 R15 20 30 22 33 22 12 11 31 22 18 11 18 25 13 18 1 32 22 12 12 R7 20 R6 20 R8 20 08-27-24 STA. 108+84.5 1.5FT LT STA. 109+22.5 1.5FT LT STA. 110+23.0 3.5FT LT STA. 110+14.0 1.5FT LT PC STA. 110+12.5 9.5FT RT PT STA. 201+31.0 3.5FT LT STA. 300+25.0 0.0FT STA. 300+78.5 0.0FT STA. 301+06.0 0.0FT STA. 301+19.5 0.0FT STA. 107+68.0 STA. 108+69.0 9.5FT LT 15 STA. 109+37.0 9.5FT LT 15 STA. 110+08.5 9.5FT LT 15 STA. 110+52.0 0.5FT LT 15 STA. 300+65.0 23.5FT LT 15 STA. 300+80.0 6.0FT RT 17 STA. 301+03.5 6.0FT LT 17 STA. 200+38.5 13.0FT RT 9 108+00 109+00 110+00 30 2 + 0 0 301 + 0 0 1 9 9 + 5 0 2 0 0 + 0 0 20 1 + 0 0 40 1 + 0 0 STA. 400+47.5 4.0FT LT 8 PC STA. 110+00.5 10.0FT RT STA. 110+02.0 9.5FT RT 27 CONSTRUCTION NOTES INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) DOUBLE YELLOW CENTER LINE WITH SUPPLEMENTAL YELLOW TYPE 2 RAISED PAVEMENT MARKERS (RPMS) IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANS M-20.20-02 AND M-20.30-04. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” YELLOW DOTTED EXTENSION LINE WITH SUPPLEMENTAL YELLOW TYPE 2 RAISED PAVEMENT MARKERS (RPMS) IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANS M-20.20-02 AND M-20.30-04. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITE EDGE LINE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-20.20-02. INSTALL WHITE THERMOPLASTIC TYPE 2SR (RIGHT) TRAFFIC ARROW IN ACCORDANCE WITH WSDOT STANDARD PLAN M-24.20-02. INSTALL WHITE THERMOPLASTIC TYPE 1S TRAFFIC ARROW IN ACCORDANCE WITH WSDOT STANDARD PLAN M-24.20-02. INSTALL BIKE LANE CROSSING PER DETAIL C ON SHEET CH08. INSTALL WHITE THERMOPLASTIC PIANO STYLE CROSSWALK MARKINGS IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 127. INSTALL WHITE THERMOPLASTIC 16” STOP LINE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND 128. INSTALL BIKE DOT MARKING PER DETAIL F ON SHEET CH09. INSTALL WHITE TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITH RETROREFLECTIVE BANDS, SEE DETAIL D ON SHEET CH08. INSTALL WHITE THERMOPLASTIC SPEED BUMP SYMBOL IN ACCORDANCE WITH WSDOT STANDARD PLAN M-24.60-04. INSTALL WHITE TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITH RETROREFLECTIVE BANDS WITHIN BUFFER WITH DIAGONAL CROSSHATCH MARKING, SEE DETAIL E ON SHEET CH09. MAINTAIN AND PROTECT EXISTING SIGN(S) AND POST. REMOVE EXISTING SIGN(S) AND POST. INSTALL NEW SIGN(S) ON METAL POST IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 129. INSTALL NEW SIGN(S) ON EXISTING METAL POST IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 129. REMOVE EXISTING SIGN(S). POST TO REMAIN. INSTALL PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA) 4” WHITE DOTTED EXTENSION LINE WITH SUPPLEMENTAL WHITE TYPE 2 RAISED PAVEMENT MARKERS (RPMS) IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLANS M-20.20-02 AND M-20.30-04. INSTALL YELLOW TRAFFIC SEPARATOR, BASE, AND FLEXIBLE DELINEATOR WITH RETROREFLECTIVE BANDS, SEE DETAIL D ON SHEET CH08. SPACE AT APPROXIMATELY 8' POST-TO-POST UNLESS OTHERWISE INDICATED. 1 2 3 8 9 11 12 13 15 16 17 18 19 20 22 23 24 26 27 NOTES 1.SEE SHEET CH01 FOR CHANNELIZATION AND SIGNING GENERAL NOTES AND SHEET LG FOR LEGEND. 2.SEE SHEET CH06 FOR SIGN SCHEDULE AND LEGEND. 3.SEE SHEETS CH08 AND CH09 FOR CHANNELIZATION DETAILS. NORTHINGS AND EASTINGS FOR MARKINGS ARE ROUNDED TO PROVIDE 20 1 + 0 0 PT STA. 200+95.5 13.0FT LT STA. 201+12.5 15.0FT RT STA. 201+06.5 15.5FT RT STA. 201+14.5 21.0FT RT PCC STA. 201+06.0 0.0FT STA. 201+02.5 22.5FT RT 8 STA. 200+97.0 10.5FT RT 9 MATCH EXISTING STA. 200+88.5 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 05/03/2024 05/03/2024 MA T C H L I N E S T A 1 0 8 + 0 0 - S E E S H E E T CH 0 4 3 3 1 11 1 1 3 13 12 26 11 SMP SMP BAS R9 20 R10 24 EX5 19 R14 20 R12 20 37 23 R1324 R11 20 EX6 19 EX7 19 34 22 25 22 38 22 39 22 EX419 42 22 43 22 44 22 47 22 46 22 49 22 41 22 SM I T H E R S A V E S T A L B O T R D S BU R N E T T A V E S S 7TH ST AL L E Y 1 S 7TH S T 40 22 48 22 45 22 1818 12 12 13 INSET: SEE DETAIL ON THIS SHEET INSET - SCALE 1:10 36 22 EX8 19 27 327 5023 27 27 27 08-27-24 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 05/03/2024 05/03/2024 SMP SMP BAS SIGN SCHEDULE SIGN NO.SIGN CODE ALIGNMENT STATION OFFSET LT RT NORTHING EASTING SIZE DESCRIPTION COMMENTS 1 R9-20 -----175613 1293651 30" X 30"BICYCLES ALLOWED USE OF FULL LANE 2 R9-20 -----175970 1293973 30" X 30"BICYCLES ALLOWED USE OF FULL LANE 3 R9-20 -----175943 1294171 30" X 30"BICYCLES ALLOWED USE OF FULL LANE 4 R9-20 -----175982 1294705 30" X 30"BICYCLES ALLOWED USE OF FULL LANE 5 R9-20 -----175918 1294939 30" X 30"BICYCLES ALLOWED USE OF FULL LANE 6 R9-20 -----175969 1295185 30" X 30"BICYCLES ALLOWED USE OF FULL LANE 7 R9-20 -----175902 1295500 30" X 30"BICYCLES ALLOWED USE OF FULL LANE 8 R9-20 -----175953 1295767 30" X 30"BICYCLES ALLOWED USE OF FULL LANE 9 R9-20 -----175891 1296052 30" X 30"BICYCLES ALLOWED USE OF FULL LANE 10 R9-20 -----175941 1296511 30" X 30"BICYCLES ALLOWED USE OF FULL LANE 11 R9-20 -----175882 1296783 30" X 30"BICYCLES ALLOWED USE OF FULL LANE 12 R9-20 -----175869 1297494 30" X 30"BICYCLES ALLOWED USE OF FULL LANE 13 R9-20 -----175924 1297894 30" X 30"BICYCLES ALLOWED USE OF FULL LANE 14 R9-20 -----175857 1298179 30" X 30"BICYCLES ALLOWED USE OF FULL LANE 15 R9-20 -----175925 1298327 30" X 30"BICYCLES ALLOWED USE OF FULL LANE 16 R9-20 -----175844 1298553 30" X 30"BICYCLES ALLOWED USE OF FULL LANE 17 R9-20 -----175918 1298825 30" X 30"BICYCLES ALLOWED USE OF FULL LANE 18 NOT USED 19 D1-2c -----176000 1294168 50" X 12"BICYCLE WAYFINDING 20 W11-2 -----175877 1297038 36" X 36"PEDESTRIAN SYMBOL W16-9P 24" X 12"AHEAD INSTALL BENEATH W11-2 SIGN 21 R1-5bL S 7TH ST 501+35.5 33.0 X --36" X 36"STOP HERE FOR PEDESTRIAN 22 W11-2 S 7TH ST 501+66.0 33.5 X -- 36" X 36"PEDESTRIAN SYMBOL SEE SHEET EL02 STD. PLAN 141.1 W16-7PL 24" X 12"DOWNWARD DIAGONAL ARROW LEFT W11-501 12" X 12"CROSS TRAFFIC MAY NOT STOP, USE CAUTION WHEN CROSSING 23 W11-2 S 7TH ST 501+68.5 0.0 -- 36" X 36"PEDESTRIAN SYMBOL SEE SHEET EL02 STD. PLAN 141.1 W16-7PR 24" X 12"DOWNWARD DIAGONAL ARROW RIGHT W11-2 36" X 36"PEDESTRIAN SYMBOL W16-7PR 24" X 12"DOWNWARD DIAGONAL ARROW RIGHT W11-501 12" X 12"CROSS TRAFFIC MAY NOT STOP, USE CAUTION WHEN CROSSING 24 W11-2 S 7TH ST 501+83.5 33.5 X -- 36" X 36"PEDESTRIAN SYMBOL SEE SHEET EL02 STD. PLAN 141.1 W16-7PL 24" X 12"DOWNWARD DIAGONAL ARROW LEFT W11-501 12" X 12"CROSS TRAFFIC MAY NOT STOP, USE CAUTION WHEN CROSSING 25 R1-5bL S 7TH ST 502+14.5 33.5 X --36" X 36"STOP HERE FOR PEDESTRIAN 26 W11-2 -----175929 1297559 36" X 36"PEDESTRIAN SYMBOL W16-9P 24" X 12"AHEAD INSTALL BENEATH W11-2 SIGN 27 R10-15L (MOD1)S 7TH ST 105+13.0 24.0 X --30" X 30"TURNING VEHICLES, LEFT ARROW, STOP FOR PEDESTRIAN SYMBOL BIKE SYMBOL 28 R5-3 S 7TH ST 105+32.5 18.5 X --24" X 24"NO MOTOR VEHICLES FACE NORTHEAST 29 R5-3 S 7TH ST 105+57.0 18.5 X --24" X 24"NO MOTOR VEHICLES FACE SOUTHWEST 30 R5-3 S 7TH ST 107+15.0 18.0 X --24" X 24"NO MOTOR VEHICLES FACE NORTHEAST 31 W11-15 -----175968 1299760 30" X 30"BICYCLE SYMBOL, PEDESTRIAN SYMBOL W11-15P 24" X 18"TRAIL X-ING INSTALL BENEATH W11-15 SIGN 32 R10-15L (MOD1)S 7TH ST 107+52.5 28.0 X 30" X 30"TURNING VEHICLES, LEFT ARROW, STOP FOR PEDESTRIAN SYMBOL BIKE SYMBOL 33 R5-3 S 7TH ST 107+52.5 18.0 X --24" X 24"NO MOTOR VEHICLES FACE SOUTHWEST 34 R10-15R (MOD2)S 7TH ST 108+43.0 18.5 X --30" X 30" TURNING VEHICLES, RIGHT ARROW, STOP FOR PEDESTRIAN SYMBOL BIKE SYMBOL 35 R7-2R S 7TH ST 108+68.5 17.5 X --12" X 24"NO PARKING, RIGHT ARROW, TOW AWAY ORIENT SIGN AND POST PER DETAIL ON CITY OF RENTON STANDARD PLAN 136. 36 R10-15L (MOD1)S 7TH ST 108+66.5 27.5 X 30" X 30"TURNING VEHICLES, LEFT ARROW, STOP FOR PEDESTRIAN SYMBOL BIKE SYMBOL 37 W1-1R S 7TH ST 109+44.5 25.5 X --30" X 30"HORIZONTAL CURVE WARNING MOUNT TO EXISTING METAL POST 38 R7-2L S 7TH ST 109+43.0 17.5 X -- 12" X 24"NO PARKING, LEFT ARROW, TOW AWAY ORIENT SIGN AND POST PER DETAIL ON CITY OF RENTON STANDARD PLAN 136.R7-2R 12" X 24"NO PARKING, RIGHT ARROW, TOW AWAY 39 R5-1 S 7TH ST 110+24.0 18.0 X --30" X 30"DO NOT ENTER 40 W11-15 SMITHERS AVE 400+86.5 20.0 X -- 30" X 30"BICYCLE SYMBOL, PEDESTRIAN SYMBOL W11-15P 24" X 18"TRAIL X-ING INSTALL BENEATH W11-15 SIGN 41 R5-1 S 7TH ST 110+48.0 11.5 X --30" X 30"DO NOT ENTER 42 R3-1 TALBOT RD 201+60.5 12.0 X --30" X 30"NO RIGHT TURN 43 W1-8R TALBOT RD 201+47.0 4.5 X -- 18" X 24"CHEVRON ALIGNMENT RIGHT FACE WEST W1-8L 18" X 24"CHEVRON ALIGNMENT LEFT FACE SOUTH 44 D3-101 BURNETT AVE 300+25.0 16.0 X -- 30" X 8"S 7TH ST DESIGN PER CITY OF RENTON STANDARD PLAN 134 D3-101 36" X 8"TALBOT RD S DESIGN PER CITY OF RENTON STANDARD PLAN 134 R1-1 30" X 30"STOP W4-4P 24" X 12"CROSS TRAFFIC DOES NOT STOP INSTALL BENEATH R1-1 SIGN 45 W11-15 BURNETT AVE 300+48.0 16.0 X -- 30" X 30"BICYCLE SYMBOL, PEDESTRIAN SYMBOL W11-101 (MOD)30" X 18"RAISED CROSSING INSTALL BENEATH W11-15 SIGN SIGN SCHEDULE (CONT'D) SIGN NO.SIGN CODE ALIGNMENT STATION OFFSET LT RT NORTHING EASTING SIZE DESCRIPTION COMMENTS 46 W11-15 BURNETT AVE 300+81.5 16.0 X -- 30" X 30"BICYCLE SYMBOL, PEDESTRIAN SYMBOL FACE SOUTHWEST W16-7PL 24" X 12"DOWNWARD DIAGONAL ARROW LEFT FACE SOUTHWEST INSTALL BENEATH W11-15 SIGN W11-15 30" X 30"BICYCLE SYMBOL, PEDESTRIAN SYMBOL FACE NORTHEAST W16-7PR 24" X 12"DOWNWARD DIAGONAL ARROW RIGHT FACE NORTHEAST INSTALL BENEATH W11-15 SIGN 47 W11-15 BURNETT AVE 301+03.5 15.0 X -- 30" X 30"BICYCLE SYMBOL, PEDESTRIAN SYMBOL FACE NORTHEAST W16-7PL 24" X 12"DOWNWARD DIAGONAL ARROW LEFT FACE NORTHEAST INSTALL BENEATH W11-15 SIGN W11-15 30" X 30"BICYCLE SYMBOL, PEDESTRIAN SYMBOL FACE SOUTHWEST W16-7PR 24" X 12"DOWNWARD DIAGONAL ARROW RIGHT FACE SOUTHWEST INSTALL BENEATH W11-15 SIGN 48 W11-15 BURNETT AVE 301+66.5 25.0 X -- 30" X 30"BICYCLE SYMBOL, PEDESTRIAN SYMBOL W11-101 (MOD)30" X 18"RAISED CROSSING INSTALL BENEATH W11-15 SIGN 49 R2-1 TALBOT RD 200+93.5 31.0 X --30" X 30"SPEED LIMIT 25 MPH 50 R3-2 SMITHERS AVE 400+36.0 20.0 X --30" X 30"NO LEFT TURN INSTALL BENEATH R1-1 SIGN R1 W11-2 S 7TH ST 501+61.0 30.0 X EX.PEDESTRIAN SYMBOL REMOVE AND SALVAGE BACK TO CITY OF RENTON W16-7PL EX.DOWNWARD DIAGONAL ARROW LEFT R2 W11-2 S 7TH ST 501+71.0 30.0 X EX.PEDESTRIAN SYMBOL REMOVE AND SALVAGE BACK TO CITY OF RENTON W16-7PL EX.DOWNWARD DIAGONAL ARROW LEFT R3 R7-108 S 7TH ST 101+85.5 28.5 X -- EX.2 HR PARKING 8:00AM TO 6:00PM REMOVE AND SALVAGE BACK TO CITY OF RENTON CUSTOM1 EX.NO PARKING, VEHILCES OVER 12,000LBS R4 R7-108 S 7TH ST 102+06.0 29.5 X -- EX.2 HR PARKING 8:00AM TO 6:00PM REMOVE AND SALVAGE BACK TO CITY OF RENTON CUSTOM1 EX.NO PARKING, VEHILCES OVER 12,000LBS REMOVE AND SALVAGE BACK TO CITY OF RENTON R5 W11-2 S 7TH ST 102+36.0 28.5 X --EX.PEDESTRIAN SYMBOL REMOVE AND SALVAGE BACK TO CITY OF RENTON R6 R7-108 S 7TH ST 104+29.5 23.5 X EX.1 HR PARKING 8:00AM TO 6:00PM REMOVE AND SALVAGE BACK TO CITY OF RENTON R7 D3-302 S 7TH ST 104+37.0 17.5 X --EX.WHITWORTH LANE S/PRIVATE WALKWAY REMOVE AND SALVAGE BACK TO CITY OF RENTON. EXISTING SIGN RL3 TO BE RELOCATED. R8 R7-108 S 7TH ST 105+17.5 22.5 X EX.1 HR PARKING 8:00AM TO 6:00PM REMOVE AND SALVAGE BACK TO CITY OF RENTON R9 R2-1 S 7TH ST 108+07.5 18.0 X --EX.SPEED LIMIT 25 MPH REMOVE AND SALVAGE BACK TO CITY OF RENTON R10 W4-3R S 7TH ST 109+44.5 25.5 X --EX.ADDED LANE REMOVE AND SALVAGE BACK TO CITY OF RENTON. INSTALL SIGN 37 TO EXISTING POST. R11 W1-8L S 7TH ST 110+15.0 19.5 X --EX.CHEVRON CURVE WARNING REMOVE AND SALVAGE BACK TO CITY OF RENTON R12 R1-1 S 7TH ST 110+18.5 9.0 X -- EX.STOP REMOVE AND SALVAGE BACK TO CITY OF RENTONW4-4RP EX.TRAFFIC FROM RIGHT DOES NOT STOP CUSTOM 2 EX.THIS LANE, DIAGONAL ARROW R13 W4-4bP SMITHERS AVE 400+36.0 20.0 X --EX.ONCOMING TRAFFIC DOES NOT STOP REMOVE AND SALVAGE BACK TO CITY OF RENTON. EXISTING POST AND SIGNS EX4 TO REMAIN. R14 R1-1 BURNETT AVE 301+38.5 25.0 X --EX.STOP REMOVE AND SALVAGE BACK TO CITY OF RENTON R15 BUSINESS S 7TH ST 104+20.0 18.0 X --EX WITWORTH LANE APARTMENTS REMOVE AND SALVAGE EXISTING PRIVATE BUSINESS SIGN AND POST RL1 D3-101 S 7TH ST 102+66.5 29.0 X -- EX S 7TH ST RELOCATE EXISTING SIGNS AND POST TO NEW LOCATION SHOWN D3-101 EX MOSES LANE CUSTOM3 EX NEIGHBORHOOD CRIME WATCH R2-1 EX SPEED LIMIT 10 MPH RL2 NOT USED RL3 R2-1 S 7TH ST 104+90.5 18.5 X --EX.SPEED LIMIT 25 MPH RELOCATE EXISTING SIGN AND POST TO NEW LOCATION SHOWN RL4 D3-101 S 7TH ST 107+68.0 17.5 X -- EX.MORRIS AVE S RELOCATE EXISTING SIGNS AND POST TO NEW LOCATION SHOWN D3-101 EX.S 7TH ST EX1 D3-101 ------- EX.S 7TH ST EXISTING TO REMAIN D3-101 EX.SHATTUCK AV S EX2 R2-1 ------- EX.SPEED LIMIT 25 MPH EXISTING TO REMAIN R7-101 EX.NO PARKING ANY TIME EX3 R1-1 -------EX.STOP EXISTING TO REMAIN EX4 R1-1 ------- EX.STOP EXISTING TO REMAIND3-101 EX.S 7TH ST D3-101 EX.SMITHERS AVE S EX5 R1-1 ------- EX.STOP EXISTING SIGN OUTSIDE ROW TO REMAIN W4-4LP EX.TRAFFIC FROM LEFT DOES NOT STOP EX6 R1-1 ------- EX.STOP EXISTING TO REMAIND3-101 EX.S 7TH ST D3-101 EX.BURNETT AVE S EX7 W14-1 -------EX.DEAD END EXISTING TO REMAIN EX8 R3-7R -------EX.RIGHT LANE MUST TURN RIGHT EXISTING TO REMAIN 08-27-24 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 05/03/2024 05/03/2024 SMP SMP BAS SIGN LEGEND R7-2R (CITY OF RENTON STANDARD PLAN 136) 12" X 18" R/B/W NO MOTOR VEHICLES R5-3 24" X 24" B/W TURNING VEHICLES FORSTOP TURNING VEHICLES FORSTOP DO NOT ENTER STOP SPEED LIMIT 25 S 7 TH ST SHATTUCK AV S MORRIS AVE S PRIVATE WALKWAY WHITWORTH LANE S NO PARKING ANY TIME SMITHERS AVE S BURNETT AVE S END DEAD W1-8L EX. DOES NOT STOP ONCOMING TRAFFIC MOSES LANE THIS LANE VEHICLES OVER P 12,000 LBS (GROSS VEH. WT) HR PARKING 8:00 AM TO 6:00 PM W16-7PL 24" X 12" B/Y STOP D3-101 EX. D3-101 EX. D3-101 EX. D3-101 EX. D3-101 EX. D3-101 EX. D3-302 EX. R10-15L (MOD1) 30" X 30" R/Y/B/W R5-1 30" X 30" W/R W1-8L 18" X 24" B/Y R1-1 30" X 30" W/R W1-1R 30" X 30" B/Y R3-1 30" X 30" R/B/W R10-15R (MOD2) 30" X 30" R/Y/B/W W11-15 30" X 30" B/Y W16-7PR 24" X 12" B/Y R2-1 30" X 30" B/W W11-2 EX. W14-1 EX. W4-3R EX. W4-4bP EX. R2-1 EX. R1-1 EX. R7-101 EX. R7-108 EX. CUSTOM1 EX. CUSTOM2 EX. CUSTOM3 EX. RL4 EX6 EX1 EX4 RL1 R7RL1 R11 R12 R10 EX7 EX2 37 49 42 R5 43 RL1 RL4 EX4 EX6EX1 R12 EX6 EX3 EX4 44 3427 4031 4746 R4R3 R4R3 RL3R9 R2-1 EX. RL1 2928 4139353838 2422 4623 SPEED LIMIT 10 R13 3330 R9-20 30" X 30" B/W 1 W11-101 (MOD) 30" X 18" B/Y W16-9P 24" X 12" B/Y 2620 4845THROUGH17 D3-101 30" X 8" G/W D3-101 36" X 8" G/W 44 44 W1-8R 18" X 24" B/Y 43 W11-15P 24" X 18" B/Y TRAIL X-ING 4031 45 48 RAISED CROSSING R14 EX5 W4-4RP EX. R12 W4-4LP EX. EX5 DOES NOT STOP TRAFFIC FROM RIGHT DOES NOT STOP TRAFFIC FROM LEFT SPEED LIMIT 25 AHEAD D1-2c 50" X 12" G/W 19 ALLOWED USE OF FULL LANE W11-2 36" x 36" B/Y HERE FOR STOP R1-5bL 36" X 36" R/B/W R1 R2 R7-108 EX. R8R6 HR PARKING 8:00 AM TO 6:00 PM EXCEPT SUNDAYS AND HOLIDAYS 1 2220 2624 23 2521 47 4746 36 W16-7PL EX. R1 R2 RIGHT LANE MUST TURN RIGHT R7-108R EX. EX8 W11-501 12" X 12" B/Y 22 2423 CROSS TRAFFIC MAY NOT STOP USE CAUTION WHEN CROSSING R7-2L (CITY OF RENTON STANDARD PLAN 136) 12" X 18" R/B/W 32 EX2 EX4 CROSS TRAFFIC DOES NOT STOP W4-4P 24" X 12" B/Y 44 R3-2 30" X 30" R/B/W 50 08-27-24 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 05/03/2024 05/03/2024 SMP SMP BAS DETAIL D TRAFFIC SEPARATOR WITH FLEXIBLE POST N.T.S. DETAIL A TYPICAL SHARED LANE MARKING N.T.S. WHITE THERMOPLASTIC MARKING GREEN METHYL METHACRYLATE (MMA) BICYCLE LANE MARKING DETAIL C TYPICAL INTERSECTION CROSSING BIKE LANE WITH GREEN PAVEMENT MARKINGS N.T.S. MATCH LEADING FACILITY WIDTH WHITE THERMOPLASTIC SHARED LANE MARKING PER MUTCD FIGURE 9E-9. ALIGN WITH CROSSWALK BARS PREFERRED 112" 40" 72" CENTER MARKING ON CENTER OF LANE 8" R4" 40" 36" 2" 6" 1' MIN. 2' 3' MIN./ VARIES SEE NOTE 1 FOR SPACING 2' NOTES: 1. AT LOCATIONS WITHOUT AN ADJACENT STRIPED CROSSWALK. PLACE BIKE INTERSECTION CROSSING MARKINGS SPACED PER CITY OF RENTON STANDARD PLAN 127. FLEXIBLE GUIDE POST IN ACCORDANCE WITH WSDOT M-40.10-04 DETAIL B BICYCLE DETECTOR PAVEMENT MARKING* N.T.S. *BICYCLE DETECTOR PAVEMENT MARKING PER STANDARD HIGHWAY SIGNS, 2004 EDITION, DETAIL 10-17. WHITE THERMOPLASTIC MARKING 6" 5" 24" 6" 2" 2" NOTES: 1. PLACE EDGE OF SYMBOL ON EDGE OF EXISTING TRAFFIC SIGNAL LOOP. 2. PLACE TOP OF SYMBOL 6" MIN. FROM STOP BAR. CURVED REFLECTOR FLEXPOST MOUNTING SOCKET CURVED REFLECTOR 08-27-24 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 05/03/2024 05/03/2024 SMP SMP BAS DETAIL F BIKE DOT MARKING N.T.S. WHITE THERMOPLASTIC MARKING 24" 2" 14" 16" 20" 10" 2" GREEN METHYL METHACRYLATE (MMA) MARKING DETAIL G BIKE BOX ON SHATTUCK AVE S AND S 7TH ST N.T.S. R35' EX. GUTTER LINE WHITE TRAFFIC SEPARATOR. SEE DETAIL D ON SHEET CH08 5.2FT PLACE SYMBOL ON CENTER OF CYCLETRACK INSTALL BIKE DOT MARKING WITH 2" BLACK BORDER AT CENTER OF BIKE BOX. SEE DETAIL F ON THIS SHEET.48" 6.1FT 6.9FT 30'0.5' DETAIL E WHITE TRAFFIC SEPARATOR, BASE, AND FLEXIBLE POST WITHIN BUFFER N.T.S. WHITE THERMOPLASTIC 8" DIAGONAL CROSSHATCH MARKING PER WSDOT STANDARD PLAN M-26.60-04. TRAFFIC SEPARATOR WITH FLEXIBLE POST, SEE DETAIL D ON SHEET CH08. R18' 7.8FT 6.3FT 08-27-24 502+00 DESCRIPTION EXISTING SYMBOL PROPOSED SYMBOL RIGHT-OF-WAY CONDUIT CONSTRUCTION NOTE WIRE NOTE POLE NOTE RRFB (DOUBLE-SIDED) PEDESTRIAN PUSHBUTTON POST PEDESTRIAN PUSHBUTTON JUNCTION BOX, TYPE 1 JUNCTION BOX, TYPE 2 ELECTRICAL SERVICE CABINET PEDESTRIAN FLASHING BEACON STREET LIGHT LEGEND SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 20111183 T U A N V A N NG U Y E N P R O F E SSIONAL E N GI N EER R EGIST E R E D STA T E O F WASHIN GT O N 05/03/2024 05/03/2024 05/03/2024 TK TK TVN SW 7TH ST RECTANGULAR RAPID FLASHING BEACON (RRFB) GENERAL NOTES 1.ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS, THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD PLANS AND SPECIFICATIONS, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND THE CONTRACT. 2.SEE CITY OF RENTON STANDARD PLAN 135 FOR TRANSPORTATION SYSTEM NOTES. 3.THE CONTRACTOR SHALL FIELD VERIFY AND STAKE FINAL LOCATIONS OF ALL PROPOSED RRFB SIGNS AND FOUNDATIONS WITH THE ENGINEER PRIOR TO INSTALLATION. ALL PROPOSED SIGNS AND FOUNDATIONS SHALL BE LOCATED WITHIN RIGHT-OF-WAY AND PANELS SHALL NOT OVERHANG OUTSIDE OF RIGHT-OF-WAY. SIGN PANELS THAT OVERHANG SIDEWALKS/PATHWAYS SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 7 FT FROM THE BOTTOM OF THE LOWEST PANEL TO THE ADJACENT SIDEWALK/PATHWAY SURFACE. 4.SEE PAVEMENT MARKING, SIGNING, PAVING, AND CURB RAMP PLANS FOR FURTHER DETAILS. 5.THE LOCATION OF EXISTING FEATURES AND UTILITIES SHOWN WITHIN THESE PLANS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING ELECTRICAL WORK. NOT ALL EXISTING FEATURES AND UTILITIES MAY BE SHOWN. 6.ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT UTILITY AGENCIES 48 HOURS PRIOR TO COMMENCING WORK AND SHALL COORDINATE WITH ALL AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES RESULTING FROM CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY AGENCY IMMEDIATELY UPON DAMAGE AND SHALL BE RESPONSIBLE FOR REPLACING DAMAGED EQUIPMENT TO THE SATISFACTION OF THE AFFECTED UTILITY AGENCY. 7.POLE FOUNDATION LOCATIONS SHALL BE STAKED IN THE FIELD, POTHOLED TO VERIFY NO POTENTIAL UTILITY CONFLICTS EXIST, AND APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. 8.THE CONTRACTOR SHALL CHECK FOR MINIMUM OVERHEAD CLEARANCE BETWEEN ANY OVERHEAD POWER AND COMMUNICATION LINES PRIOR TO PLACING FOUNDATIONS. 9.PEDESTRIAN PUSHBUTTON SHALL BE LOCATED WITHIN A 9-INCH REACH FROM CURB RAMP LANDING AREAS PER ADA ACCESSIBILITY GUIDELINES. 10.SEE SHEETS EL02-EL04 FOR RRFB DETAILS. 11.SEE SHEETS IL05-IL06 FOR ELECTRICAL SERVICE CABINET DETAILS. 12.ALL POLE FOUNDATIONS TO BE PROVIDED WITH 12 INCH ANCHOR BOLTS. CONSTRUCTION NOTES INSTALL AC-POWERED DOUBLE-SIDED RECTANGULAR RAPID FLASHING BEACON (RRFB) UNIT, CONTROL CABINET, POLE, SIGNS, BASE, AND FOUNDATION IN ACCORDANCE WITH CITY OF RENTON STANDARD PLANS 141.1, 141.2, 141.3, 141.4 AND 141.5. INSTALL AC-POWERED DOUBLE-SIDED RECTANGULAR RAPID FLASHING BEACON (RRFB) UNIT, CONTROL CABINET, POLE, SIGNS, BASE, AND FOUNDATION IN ACCORDANCE WITH CITY OF RENTON STANDARD PLANS 141.1, 141.2, 141.3, 141.4 AND 141.5. INSTALL PEDESTRIAN PUSHBUTTON ON PEDESTRIAN PUSHBUTTON EXTENDER ON POLE PER DETAIL A ON SHEET EL04. INSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD IN ACCORDANCE WITH WSDOT STANDARD PLAN J-40.10-04 AND CITY OF RENTON STANDARD PLAN 120. INSTALL TYPE 2 JUNCTION BOX WITH CONCRETE PAD IN ACCORDANCE WITH WSDOT STANDARD PLAN J-40.10-04 AND CITY OF RENTON STANDARD PLAN 120. REMOVE AND SALVAGE EXISTING FLASHING BEACON, POLE, SIGNS, AND ALL APPURTENANCES BACK TO THE CITY OF RENTON. MAINTAIN AND PROTECT EXISTING STREET LIGHT POLE AND ALL APPURTENANCES. REMOVE AND SALVAGE EXISTING FLASHING BEACON, POLE, POLE MOUNTED SERVICE CABINET, SIGNS, AND ALL APPURTENANCES BACK TO THE CITY OF RENTON. INSTALL PEDESTRIAN PUSHBUTTON POST WITH CURB BASE FOUNDATION IN ACCORDANCE WITH WSDOT STANDARD PLAN J-20.11-03. CONSTRUCT FOUNDATION AND INSTALL ELECTRICAL SERVICE CABINET IN ACCORDANCE WITH CITY OF RENTON STANDARD PLANS 122.1, 122.2, 126.1 AND 126.2. RE-USE EXISTING POWER SERVICE CONDUCTORS FOR SERVICE POWER CONNECTION. DOORS OPENING TO THE SOUTH. ABANDON EXISTING CONDUIT. INTERCEPT EXISTING CONDUIT FOR POWER SERVICE WITH NEW CONDUIT, LIKE SIZE AND KIND. ROUTE EXISTING POWER SERVICE CONDUCTORS THROUGH NEW CONDUIT TO PROPOSED ELECTRICAL SERVICE CABINET. REMOVE EXISTING JUNCTION BOX. INSTALL TYPE 2 JUNCTION BOX WITH CONCRETE PAD IN ACCORDANCE WITH WSDOT STANDARD PLAN J-40.10-04 AND CITY OF RENTON STANDARD PLAN 120. 08/27/2024 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 20111183 T U A N V A N NG U Y E N P R O F E SSIONAL E N GI N EER R EGIST E R E D STA T E O F WASHIN GT O N 05/03/2024 05/03/2024 05/03/2024 TK TK TVN 08/27/2024 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 20111183 T U A N V A N NG U Y E N P R O F E SSIONAL E N GI N EER R EGIST E R E D STA T E O F WASHIN GT O N 05/03/2024 05/03/2024 05/03/2024 TK TK TVN 08/27/2024 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 20111183 T U A N V A N NG U Y E N P R O F E SSIONAL E N GI N EER R EGIST E R E D STA T E O F WASHIN GT O N 05/03/2024 05/03/2024 05/03/2024 TK TK TVN 12" M A X . 12" ( M A X . ) EXPLODED VIEWELEVATION VIEW POLE 1/2" (IN) - 13NC x 2" (IN) LONG S.S HEX HEAD BOLT AND S.S LOCK WASHER (TYP.) PEDESTRIAN PUSHBUTTON CURVED BOLT-ON HUB PLATE WITH CABLE GUIDE (BRONZE) (TYP.) 1.5" DIAMETER STEEL TUBE ~ THREADED BOTH ENDS 1.5" DIAMETER STEEL TUBE ~ THREADED ONE END ONLY STEEL ELBOW ~ THREADED BOTH ENDS 1.5" DIAMETER STEEL TUBE ~ THREADED BOTH ENDS STEEL ELBOW ~ THREADED ONE END ONLY ~ STAINLESS STEEL SET SCREW ON REAMED END PUSH BUTTON TO TURN ON WARNING LIGHTS DETAIL A: PEDESTRIAN PUSHBUTTON EXTENDER N.T.S PEDESTRIAN PUSHBUTTON AND SIGN ASSEMBLY. SEE WSDOT STANDARD PLAN J-20.26-01 FOR INSTALLATION DETAILS. R10-25 SIGN 9" X 12 BLACK ON WHITE 08/27/2024 DESCRIPTION EXISTING SYMBOL PROPOSED SYMBOL RIGHT-OF-WAY CONDUIT CONSTRUCTION NOTE SIGNAL POLE CONSTRUCTION NOTE WIRE NOTE SIGN NOTE SIGNAL POLE AND MAST ARM TYPE PS/TYPE 1 SIGNAL STANDARD PEDESTRIAN PUSHBUTTON POST VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD PEDESTRIAN PUSHBUTTON EMERGENCY VEHICLE PRE-EMPTION (EVP) DETECTOR WIRELESS ANTENNA MAST ARM MOUNTED SIGN TRAFFIC SIGNAL CONTROLLER CABINET ELECTRICAL SERVICE CABINET JUNCTION BOX, TYPE 1 JUNCTION BOX, TYPE 2 JUNCTION BOX, TYPE 8 25-TA VAULT LUMINAIRE HYBRID RADAR/VIDEO DETECTION CAMERA AXIS MULTISENSOR PANORAMIC VIDEO DETECTION CAMERA RADAR/VIDEO DETECTION ZONE LEGEND SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 20111183 T U A N V A N NG U Y E N P R O F E SSIONAL E N GI N EER R EGIST E R E D STA T E O F WASHIN GT O N 05/03/2024 05/03/2024 05/03/2024 TK TK TVN 1.ALL WORK SHALL BE IN ACCORDANCE WITH WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND THE CONTRACT. 2.A COPY OF THE APPROVED PLANS SHALL BE ON-SITE DURING CONSTRUCTION. 3.ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT-OF-WAY MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 4.AS A PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NO CONFLICTS WITH OVERHEAD POWER/COMMUNICATIONS LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THESE DOCUMENTS. AS THE FIRST ORDER OF BUSINESS, THE CONTRACTOR SHALL POTHOLE EACH POLE LOCATION TO CONFIRM THAT THERE ARE NO CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10-FOOT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE PROPOSED TRAFFIC SIGNAL EQUIPMENT, AND THAT NO OVERHEAD COMMUNICATIONS LINES WILL OBSTRUCT THE VISIBILITY OF THE TRAFFIC SIGNAL INDICATIONS, PRIOR TO CONSTRUCTION. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 5.PER CHAPTER 49.17 OF THE RCW AND TITLE 296 OF THE WAC, THE CONTRACTOR IS REQUIRED TO ENSURE SAFETY WHILE INSTALLING TRAFFIC SIGNAL SYSTEMS UNDER POWER LINES. THE CONTRACTOR SHALL COORDINATE WITH THE ELECTRIC SERVICE PROVIDER (SUCH AS PUGET SOUND ENERGY) TO DETERMINE INSTALLATION METHOD PRIOR TO WORK TAKING PLACE. IF LINES CAN NOT BE DE-ENERGIZED, A COMPANY WITH THE APPROPRIATE CERTIFICATION (SUCH AS POTELCO) IS REQUIRED TO STAND UP SIGNAL POLES AND PERFORM OTHER ELECTRICAL WORK UNDER THE DRIP LINE OF THE OVERHEAD UTILITY LINES. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE CITY AND UTILITY TO ENSURE ALL APPLICABLE SAFETY STANDARDS ARE FOLLOWED. 6.THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION START. 7.UTILITY LOCATIONS ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO ANY SIGNAL WORK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. LOCATION, MARKING, AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 OF THE RCW. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL (811) FOR UTILITY LOCATIONS. 8.ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES. 9.JUNCTION BOX AND CONDUIT LOCATIONS ARE SHOWN FOR ILLUSTRATIVE PURPOSES. ACTUAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD AND VERIFIED BY THE ENGINEER/INSPECTOR PRIOR TO INSTALLATION. COINCIDENT CONDUITS MAY OCCUPY THE SAME TRENCH. 10.NEW PEDESTRIAN SIGNAL HEADS SHALL BE COUNTDOWN TYPE LED WITH Z CRATE VISORS. HOUSING SHALL BE FACTORY PAINTED FEDERAL GREEN. ALL PEDESTRIAN SIGNAL HEAD MOUNTS SHALL BE TYPE C OR TYPE D ON TYPE PS SIGNAL STANDARDS, AND TYPE E FOR SIDE MOUNT FOR TYPE I, II, AND III SIGNAL STANDARDS PER WSDOT STANDARD PLAN J-75.10, UNLESS OTHERWISE NOTED. 11.NEW PEDESTRIAN PUSHBUTTONS SHALL BE ACCESSIBLE PEDESTRIAN SIGNAL (APS) TYPE AND MEET THE MUTCD AND PROWAG. 12.ALL NEW SPARE/EMPTY CONDUIT SHALL CONTAIN ELECTRICALLY DETECTABLE PULL TAPE AND BE MARKED AS "CITY OF RENTON" CONDUIT. 13.ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL CHECK FOR MINIMUM OVERHEAD CLEARANCES OF 16FT-6IN BETWEEN ALL SIGNAL HEADS/SIGNS/APPURTENANCES AND THE ROADWAY PRIOR TO POURING THE FOUNDATION. 14.ALL NEW CABLES INSTALLED BY THE CONTRACTOR SHALL BE LABELED IN EACH JUNCTION BOX AND CABINET. 15.EXISTING CONDUCTORS LISTED IN THE WIRING SCHEDULE ARE FOR REFERENCE ONLY. CONTRACTOR SHALL CONFIRM CONDUIT CONTENTS IN THE FIELD. 16.ALL VEHICLE SIGNAL HEADS, PEDESTRIAN SIGNAL HEADS, AND PEDESTRIAN PUSHBUTTON ASSEMBLIES SHALL BE SECURELY COVERED WHILE NOT IN OPERATION. 17.DIMENSIONS SHOWN ON THE PLANS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR. 18.FOUNDATIONS SHALL BE REMOVED IN ACCORDANCE WITH SECTION 2-02.3(1) OF THE STANDARD SPECIFICATIONS. 19.LUMINAIRE WIRING SHALL BE PER CITY OF RENTON STANDARD DRAWING 119. 20.REFER TO WSDOT STANDARD PLAN J-75.30 FOR ADDITIONAL TRAFFIC SIGNAL DETAILS. 1.ALL DETECTION ZONES SHALL BE LOCATED IN THE CENTER OF THE TRAVEL LANE. 2.FILTER DETECTION ZONES SHALL BE LOCATED 4' ON-CENTER BACK FROM THE STOP LINE, UNLESS OTHERWISE NOTED. 3.NOT ALL EXISTING DETECTION ZONES SHOWN. ALL EXISTING DETECTION ZONES SHALL BE MAINTAINED, UNLESS OTHERWISE NOTED. 4.ADVANCE THRU-LANE DETECTION ZONES SHALL BE LOCATED PER THE DIRECTION OF THE CITY OF RENTON TRAFFIC SIGNAL STAFF. TRAFFIC SIGNAL GENERAL NOTES DETECTION NOTES YIELD LEFT TURN ON GREEN ONLY YIELD LEFT TURN ON FLASHING YELLOW ONLY Shattuck Ave S S 7th St SIGN LEGEND EX. TO REMAIN EX. TO REMAIN EX. TO REMAINEX. TO REMAIN EX. TO REMAIN EX. TO REMAIN POLE NO. 13 POLE NO. 7 POLE NO. 6 TRAFFIC SIGNAL FIELD WIRING TERMINATIONS (SHATTUCK AVE AND S 7TH ST ONLY) 1.NOT ALL WIRING SHOWN. EXISTING WIRING NOT SHOWN SHALL REMAIN AS-IS. TERMINATION NOTES POLE NO. 2 08/27/2024 101+00 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 20111183 T U A N V A N NG U Y E N P R O F E SSIONAL E N GI N EER R EGIST E R E D STA T E O F WASHIN GT O N 05/03/2024 05/03/2024 05/03/2024 TK TK TVN S 7TH ST SH A T T U C K A V E S CONSTRUCTION NOTES MAINTAIN AND PROTECT EXISTING TYPE SD DOUBLE MAST ARM TRAFFIC SIGNAL POLE, FOUNDATION, AND ALL APPURTENANCES. DISCONNECT EXISTING PEDESTRIAN SIGNAL HEAD FROM EXISTING POLE AND REINSTALL IN NEW ORIENTATION ON EXISTING POLE. RE-USE EXISTING FIELD WIRING. MAINTAIN AND PROTECT EXISTING TYPE SD DOUBLE MAST ARM TRAFFIC SIGNAL POLE, FOUNDATION, AND ALL APPURTENANCES. MAINTAIN AND PROTECT EXISTING LUMINAIRE POLE, FOUNDATION, PEDESTRIAN SIGNAL HEADS, AND ALL APPURTENANCES. MAINTAIN AND PROTECT EXISTING PEDESTRIAN PUSHBUTTON POST, PUSHBUTTON, FOUNDATION, AND ALL APPURTENANCES. MAINTAIN AND PROTECT EXISTING TYPE PS SIGNAL POLE, PEDESTRIAN SIGNAL HEAD, PUSHBUTTON, FOUNDATION, AND ALL APPURTENANCES. REMOVE EXISTING TYPE PS PEDESTRIAN SIGNAL POLE, PEDESTRIAN SIGNAL HEAD, PUSHBUTTON AND ALL APPURTENANCES FOR RELOCATION. REMOVE EXISTING FOUNDATION BY A METHOD AS APPROVED BY THE CITY OF RENTON. CONSTRUCT NEW TYPE PS SIGNAL FOUNDATION IN ACCORDANCE WITH WSDOT STANDARD PLAN J-21.10-04. INSTALL RELOCATED TYPE PS PEDESTRIAN SIGNAL POLE, PEDESTRIAN SIGNAL HEAD, PUSHBUTTON, AND ALL APPURTENANCES ON NEW FOUNDATION LOCATION. REMOVE EXISTING STREET LIGHTING POLE, LUMINAIRE, PEDESTRIAN SIGNAL HEAD, AND ALL APPURTENANCES FOR RELOCATION. REMOVE EXISTING FOUNDATION BY A METHOD AS APPROVED BY THE CITY OF RENTON. CONSTRUCT NEW STREET LIGHT POLE FOUNDATION IN ACCORDANCE WITH CITY OF RENTON STANDARD PLANS 117.1, 117.1A, 117.1B, AND 117.3. INSTALL RELOCATED STREET LIGHT POLE, LUMINAIRE, PEDESTRIAN SIGNAL HEAD, AND ALL APPURTENANCES ON NEW FOUNDATION LOCATION. LUMINAIRE WIRING SHALL BE INSTALLAED IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 119. MAINTAIN AND PROTECT EXISTING TYPE PS SIGNAL POLE, PEDESTRIAN SIGNAL HEAD, PUSHBUTTON, FOUNDATION, AND ALL APPURTENANCES. MAINTAIN AND PROTECT EXISTING PEDESTRIAN PUSHBUTTON POST, PUSHBUTTON, FOUNDATION, AND ALL APPURTENANCES. MAINTAIN AND PROTECT EXISTING TYPE PS SIGNAL POLE, PEDESTRIAN SIGNAL HEAD, PUSHBUTTON, FOUNDATION, AND ALL APPURTENANCES. REMOVE EXISTING PEDESTRIAN PUSHBUTTON POST AND ALL APPURTENANCES FOR RELOCATION. SALVAGE EXISTING PEDESTRIAN PUSHBUTTON BACK TO THE CITY OF RENTON. REMOVE EXISTING FOUNDATION BY A METHOD AS APPROVED BY THE CITY OF RENTON. CONSTRUCT NEW PEDESETRIAN PUSHBUTTON POST FOUNDATION IN ACCORDANCE WITH WSDOT STANDARD PLAN J-20.10-05. INSTALL RELOCATED PEDESTRIAN PUSHBUTTON POST AND ALL APPURTENANCES ON NEW FOUNDATION LOCATION. INSTALL NEW PEDESTRIAN PUSHBUTTON ON POST. MAINTAIN AND PROTECT EXISTING TRAFFIC SIGNAL CONTROLLER CABINET. TERMINATE NEW PEDESTRIAN SIGNAL HEAD 28 AND ASSOCIATED PEDESTRIAN PUSHBUTTON WITHIN EXISTING TRAFFIC SIGNAL CONTROLLER CABINET. MAINTAIN AND PROTECT EXISTING JUNCTION BOX. MAINTAIN AND PROTECT EXISTING JUNCTION BOX. ADJUST LID AND FRAME TO MATCH FINAL GRADE. MAINTAIN AND PROTECT EXISTING CABLE VAULT. INTERCEPT EXISTING CONDUIT WITH NEW CONDUIT, LIKE SIZE AND KIND. PULL BACK EXISTING CONDUCTOR(S) TO NEAREST JUNCTION BOX. RE-ROUTE EXISTING CONDUCTOR THROUGH EXISTING AND NEW CONDUIT PATHWAY. RE-TERMINATE EXISTING CONDUCTOR(S) ON POLE. INTERCEPT EXISTING CONDUIT WITH NEW CONDUIT, LIKE SIZE AND KIND. PULL BACK EXISTING CONDUCTOR(S) TO EXISTING TRAFFIC SIGNAL CONTROLLER CABINET AND NEAREST ILLUMINATION SPLICE POINT. RE-ROUTE NEW CONDUCTOR(S) THROUGH EXISTING AND NEW CONDUIT PATHWAY. RECONFIGURE VIDEO/RADAR DETECTION ZONE WITHIN CONTROLLER CABINET PER CITY OF RENTON DIRECTION. INTERCEPT EXISTING CONDUIT. PULL BACK EXISTING CONDUCTOR TO CONTROLLER CABINET. RE-ROUTE NEW CONDUCTOR THROUGH EXISTING AND NEW CONDUIT PATHWAY. RE-TERMINATE NEW CONDUCTOR. INSTALL CURRUX VISION VIDEO DETECTION PROCESSOR UNIT AND ASSOCIATED EQUIPMENT OR APPROVED EQUAL WITHIN EXISTING CONTROLLER CABINET PER MANUFACTURER'S RECOMMENDATION AND CITY OF RENTON'S DIRECTION. INSTALL AXIS MULTISENSOR M4318-PLVE PANORAMIC VIDEO DETECTION CAMERA OR APPROVED EQUAL ON EXISTING MAST ARM. MOUNT CAMERA TO EXISTING MAST ARM PER MANUFACTURER'S RECOMMENDATION AND CITY OF RENTON'S DIRECTION. Ø1 Ø2 Ø3 Ø4 Ø5 Ø6 Ø7 Ø8 EXISTING TRAFFIC SIGNAL PHASE SEQUENCE DIAGRAM SIGNAL HEAD ASSIGNMENT PRE-EMPTION SCHEDULE NOTES 1.SEE SHEET SG01 FOR TRAFFIC SIGNAL GENERAL NOTES, SIGN LEGEND, WIRING TERMINATIONS, AND LEGEND. 2.SEE SHEET SG03 FOR TRAFFIC SIGNAL POLE CHART. 3.SEE SHEET SG05 FOR TRAFFIC SIGNAL DETAILS. 4.SEE SHEETS IL03 THROUGH IL05 FOR ILLUMINATION DETAILS. 08/27/2024 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 20111183 T U A N V A N NG U Y E N P R O F E SSIONAL E N GI N EER R EGIST E R E D STA T E O F WASHIN GT O N 05/03/2024 05/03/2024 05/03/2024 TK TK TVN TYPE II III SIGNAL STANDARD 10' 12' 8' 6' 14' 16' 19.8 O F F S E T L I N E POLE ORIENTATION LINE (E1 ATTACHMENT POINT) 26.4 39.6 52.8 46.2 b c e 1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE 33.0 FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF THE CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN ALL HANDHOLES AT 180° FROM E1 MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN DISPLAYS ON TYPE II OR III SIGNAL STANDARDS, WITH THE FOLLOWING EXCEPTION: PEDESTRIAN DISPLAYS MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL STANDARDS AT AN ANGLE OTHER THAN A 45 DEGREE INCREMENT SHALL USE A TYPE A MOUNT FOR TWO PEDESTRIAN DISPLAYS, OR A TYPE B MOUNT FOR A SINGLE PEDESTRIAN DISPLAY. POLE ORIENTATION AND ATTACHMENT POINT DETAIL 3' - 6" MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART. FOR TYPE N MOUNTS ONLY, DRILL 1" DIA. HOLE IN MASTARM AND INSTALL PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE. FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED HERE: TYPE PPB PPB POST TYPE PS PED. HEAD STANDARD TYPE I VEHICLE HEAD STANDARD ATTACHMENT POINT LUMINAIRE MASTARM X Y = ft³ mastarm LENGTH X Y = ft³ STANDARD TYPE STANDARD PLAN REFERENCES POLE FOUNDATION ELECTRICAL PPB FIXED BREAKAWAY PPB PS I II III SD NA --20.10 --20.15 --21.15 --20.16 --20.10 --20.15 --21.10 --21.10 --26.10 --26.15 CURBSTANDARD -- 2 0 . 1 1 NA --20.10 --20.15 --20.20 --21.20 NA a.VEHICLE DISPLAY b.VIDEO DETECTION CAMERA c.STREET NAME SIGN d.PRE-EMT DETECTOR AND INDICATOR LIGHT e.POST MOUNTED SIGN f.LUMINAIRE g.PEDESTRIAN DISPLAY h.CABINET i.PPB-M j.HANDHOLE k.SIGNAL SIGN l.AXIS MULTISENSOR PANORAMIC VIDEO DETECTION CAMERA m.WIRELESS ACCESS ANTENNA PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE) DMS OR VMS IS NOT ALLOWED ON THESE POLES. ANCHOR BOLT PLATE LOCATION STATION R O A D W A Y ℄ 270° 180° 90° 0° E1 90 ° E1 ℄ E2 9 0 ° E2 ℄ gg g g G a G 8' - 0 " 8' - 0 " 10 ' - 0 " iii SIGN HEIGHT 3.0 FT 3.0 FT N/A 3.0 FT N/A N/A WIDTH 36.0 SQ. FT. 7.5 SQ. FT. AREA 15.0 SQ. FT. 1 LEGEND NOTE: 6 6 6 6 7 5 II II 3 4 EXAMPLE SRXXX, MP XXX.XX MANUFACTURER APPROVED DWG. XXXXXX STD. NO. XX STATE ROUTE AND MILE POST NO. FAB. X/XX/XXXX STD. NO. 02 SR97, MP 069.09 MANUFACTURER APPROVED DWG. AB12345 FAB. 6/14/2002 TAG NOTES: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: - POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III). - SIGNAL AND LUMINAIRE MASTARM (TYPE II & III) - LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III). TEXT SHALL BE A MINIMUM OF 3/16" HIGH, STAMPED OR EMBOSSED. SIGNAL STANDARD NO. APPROVED DRAWING NO. FABRICATION DATE MOUNT PER MANUFACTURER'S RECOMMENDATION 8 ³³³ ℄² g g h i i a OR e M EE FF GG H H I I B7 B8 a B6 a B3 a B1 a B2 k m B9 d B5 85° D C D f 10 ' - 1 2 " 8' - 0 " 12 ' - 0 " A1 A2 M H i i h H II ELEVATION IS TO TOP OF FOUNDATION CURB OR EDGE OF SHOULDERROADWAY LIMITS OF VERTICAL CLEARANCE B4A b APPLY GROUT EVEN WITH THE BOTTOM OF THE ANCHOR PLATE AFTER PLUMBING THE STANDARD, PROVIDE 3/8" DIAMETER DRAIN TUBE IN THE GROUT PAD SEE STANDARD PLAN J-26.10 FOR FOUNDATION INFORMATION. B10 k NOTESSIGNAL STANDARD IDENTIFICATION TAG DETAIL B4B l 1 2 1 18 11 2 2 8 2 2 8 2 08/27/2024 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 20111183 T U A N V A N NG U Y E N P R O F E SSIONAL E N GI N EER R EGIST E R E D STA T E O F WASHIN GT O N 05/03/2024 05/03/2024 05/03/2024 TK TK TVN LI N D AV E S W S 7TH ST RA I N I E R A V E S NOTES 1.SEE SHEET SG01 FOR TRAFFIC SIGNAL GENERAL NOTES AND LEGEND. CONSTRUCTION NOTES RECONFIGURE VIDEO DETECTION ZONE(S) WITHIN EXISTING TRAFFIC SIGNAL CONTROLLER CABINET TO INCLUDE NEW BICYCLE DETECTION ZONES FOR EASTBOUND AND WESTBOUND S 7TH ST. COORDINATE WITH CITY OF RENTON TRAFFIC SIGNAL STAFF FOR WORK. INSTALL CURRUX VISION VIDEO DETECTION PROCESSOR UNIT AND ASSOCIATED EQUIPMENT OR APPROVED EQUAL WITHIN EXISTING CONTROLLER CABINET PER MANUFACTURER'S RECOMMENDATION AND CITY OF RENTON'S DIRECTION. INSTALL AXIS MULTISENSOR M4318-PLVE PANORAMIC VIDEO DETECTION CAMERA OR APPROVED EQUAL ON EXISTING MAST ARM. MOUNT CAMERA TO EXISTING MAST ARM PER MANUFACTURER'S RECOMMENDATION AND CITY OF RENTON'S DIRECTION. ROUTE MULTISENSOR PANORAMIC VIDEO DETECTION CAMERA CONDUCTORS THROUGH EXISTING CONDUITS AND JUNCTION BOX PATHWAYS TO EXISTING TRAFFIC SIGNAL CONTROLLER CABINET PER CITY OF RENTON TRAFFIC SIGNAL STAFF DIRECTIONS. TERMINATE CONDUCTORS WITHIN EXISTING CONTROLLER CABINET. HA R D I E AV E S W SW 7TH ST / HARDIE AVE SWSW 7TH ST / LIND AVE SW S 7TH ST / RAINIER AVE S SW 7TH ST SW 7TH ST / LIND AVE SW - SE POLE SW 7TH ST / HARDIE AVE SW - NW POLE S 7TH ST / RAINIER AVE S - NW POLE S 7TH ST / RAINIER AVE S - SE POLE TRAFFIC SIGNAL FIELD WIRING TERMINATIONS (THIS SHEET ONLY) 1.NOT ALL WIRING SHOWN. EXISTING WIRING NOT SHOWN SHALL REMAIN AS-IS. TERMINATION NOTES SW 7TH ST SW 7TH ST 08/27/2024 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 20111183 T U A N V A N NG U Y E N P R O F E SSIONAL E N GI N EER R EGIST E R E D STA T E O F WASHIN GT O N 05/03/2024 05/03/2024 05/03/2024 TK TK TVN 08/27/2024 301 + 0 0 20 1 + 0 0 DESCRIPTION EXISTING SYMBOL PROPOSED SYMBOL RIGHT-OF-WAY CONDUIT CONSTRUCTION NOTE WIRE NOTE LUMINAIRE POLE NOTE LUMINAIRE POLE ROADWAY LUMINAIRE PEDESTRIAN LUMIANIRE JUNCTION BOX, TYPE 1 JUNCTION BOX, TYPE 2 JUNCTION BOX, TYPE 8 ELECTRICAL SERVICE CABINET LUMINAIRE AND JUNCTION BOX CONCRETE PAD IRRIGATION CONTROLLER CABINET LEGEND SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 20111183 T U A N V A N NG U Y E N P R O F E SSIONAL E N GI N EER R EGIST E R E D STA T E O F WASHIN GT O N 05/03/2024 05/03/2024 05/03/2024 ILLUMINATION GENERAL NOTES 1.ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS, THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD PLANS AND SPECIFICATIONS, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND THE CONTRACT. 2.THE CONTRACTOR SHALL FIELD VERIFY AND STAKE FINAL LOCATIONS OF ALL PROPOSED POLES AND FOUNDATIONS WITH THE ENGINEER PRIOR TO INSTALLATION. ALL PROPOSED POLES AND FOUNDATIONS SHALL BE LOCATED WITHIN RIGHT-OF-WAY. 3.AS A PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NO CONFLICTS WITH OVERHEAD POWER/COMMUNICATIONS LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THESE DOCUMENTS. AS THE FIRST ORDER OF BUSINESS, THE CONTRACTOR SHALL POTHOLE EACH POLE LOCATION TO CONFIRM THAT THERE ARE NO CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10-FOOT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE PROPOSED ILLUMINATION EQUIPMENT, PRIOR TO CONSTRUCTION. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 4.SEE PAVEMENT MARKING, SIGNING, PAVING, AND CURB RAMP PLANS FOR FURTHER DETAILS. 5.THE LOCATION OF EXISTING FEATURES AND UTILITIES SHOWN WITHIN THESE PLANS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING ELECTRICAL WORK. NOT ALL EXISTING FEATURES AND UTILITIES MAY BE SHOWN. 6.ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT UTILITY AGENCIES 48 HOURS PRIOR TO COMMENCING WORK AND SHALL COORDINATE WITH ALL AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES RESULTING FROM CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY AGENCY IMMEDIATELY UPON DAMAGE AND SHALL BE RESPONSIBLE FOR REPLACING DAMAGED EQUIPMENT TO THE SATISFACTION OF THE AFFECTED UTILITY AGENCY. 7.POLE FOUNDATION LOCATIONS SHALL BE STAKED IN THE FIELD, POTHOLED TO VERIFY NO POTENTIAL UTILITY CONFLICTS EXIST, AND APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. 8.THE CONTRACTOR SHALL CHECK FOR MINIMUM OVERHEAD CLEARANCE BETWEEN ANY OVERHEAD POWER AND COMMUNICATION LINES PRIOR TO PLACING FOUNDATIONS. 9.LUMINAIRE STANDARD DECAL NUMBERING SYSTEM SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 121. 10.THE LOCATIONS OF PROPOSED CONDUITS AND JUNCTION BOXES SHOWN IN THESE PLANS ARE GRAPHICAL REPRESENTATIONS ONLY. THE CONTRACTOR SHALL FIELD VERIFY FINAL LOCATIONS WITH THE ENGINEER PRIOR TO INSTALLATION. 11.LUMIANIRE ELECTRICAL WIRING SYSTEM SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 119. 12.SEE LANDSCAPING PLANS FOR IRRIGATION CONTROLLER DETAILS. 13.SEE CITY OF RENTON STANDARD PLAN 135 FOR ADDITIONAL TRANSPORTATION NOTES. 14.FUSE KIT AND SPLICE KIT SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN J013. 15.THE CONTRACTOR SHALL SUBMIT ALL MATERIAL CUT SHEETS TO THE ENGINEER AND CITY FOR APPROVAL PRIOR TO ORDERING AND INSTALLATION. CONSTRUCTION NOTES CONSTRUCT FOUNDATION AND INSTALL DECORATIVE LUMINAIRE POLE WITH DECORATIVE LUMINAIRES IN ACCORDANCE WITH THE POLE SCHEDULE AND CITY OF RENTON STANDARD PLANS 117.1, 117.1A, 117.1B, AND 117.3. INSTALL TYPE 2 JUNCTION BOX IN ACCORDANCE WITH WSDOT STANDARD PLAN J-40.10-04 AND CITY OF RENTON STANDARD PLAN 120. CONSTRUCT FOUNDATION AND INSTALL ELECTRICAL SERVICE CABINET IN ACCORDANCE WITH CITY OF RENTON STANDARD PLANS 122.1, 122.2, 126.1, AND 126.2. DOORS OPEN TO THE SOUTH. INSTALL LUMINAIRE AND JUNCTION BOX CONCRETE PAD IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 120. COORDINATE WITH CITY OF RENTON AND ELECTRICAL POWER SERVICE PROVIDER FOR FINAL POWER SOURCE CONNECTION. INSTALL TYPE 1 JUNCTION BOX IN ACCORDANCE WITH WSDOT STANDARD PLAN J-40.10-04 AND CITY OF RENTON STANDARD PLAN 120. INSTALL TYPE 8 JUNCTION BOX IN ACCORDANCE WITH WSDOT STANDARD PLAN J-40.30-04. BU R N E T T A V E S TA L B O T R D S S 7TH ST SEE NOTE 12 TK TK TVN CIRCUIT DIAGRAM NOT TO SCALE 1A 1B IRRIGATION POWER SUPPLY CIRCUIT C ILLUMINATION CIRCUIT B ILLUMINATION CIRCUIT A SERVICE CABINET 2A 2B ILLUMINATION CIRCUIT A ILLUMINATION CIRCUIT B IRRIGATION POWER SUPPLY CIRCUIT C LEGEND 08/27/2024 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 20111183 T U A N V A N NG U Y E N P R O F E SSIONAL E N GI N EER R EGIST E R E D STA T E O F WASHIN GT O N 05/03/2024 05/03/2024 05/03/2024 TK TK TVN 08/27/2024 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 20111183 T U A N V A N NG U Y E N P R O F E SSIONAL E N GI N EER R EGIST E R E D STA T E O F WASHIN GT O N 05/03/2024 05/03/2024 05/03/2024 TK TK TVN 08/27/2024 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 20111183 T U A N V A N NG U Y E N P R O F E SSIONAL E N GI N EER R EGIST E R E D STA T E O F WASHIN GT O N 05/03/2024 05/03/2024 05/03/2024 TK TK TVN 08/27/2024 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 20111183 T U A N V A N NG U Y E N P R O F E SSIONAL E N GI N EER R EGIST E R E D STA T E O F WASHIN GT O N 05/03/2024 05/03/2024 05/03/2024 TK TK TVN 08/27/2024 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 20111183 T U A N V A N NG U Y E N P R O F E SSIONAL E N GI N EER R EGIST E R E D STA T E O F WASHIN GT O N 05/03/2024 05/03/2024 05/03/2024 TK TK TVN 08/27/2024 LEGEND EXISTING ROW CONSTRUCTION NOTE SIGN NOTE DIRECTION OF TRAVEL CHANNELIZATION DEVICE (HIGH VISIBILITY) TEMPORARY SIGN ON PORTABLE CRASHWORTHY SUPPORT SEQUENTIAL ARROW BOARD TYPE 3 BARRICADE WORK AREA PROTECTIVE WORK VEHICLE SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 05/03/2024 05/03/2024 77 SMP SMP KBC AHEAD ROAD WORK W20-1 R3-2 36" X 36" B/W/R W20-5R AHEAD RIGHT LANE CLOSED W20-5C AHEAD CENTER LANE CLOSED R3-1 36" X 36" B/W/R CLOSED ROAD R11-2 48" X 30" B/W DETOUR M4-10R 48"X18" DETOUR M4-10L 48"X18" DETOUR M4-9L 48" X 36" M4-9R 48" X 36" DETOUR AHEAD ROAD CLOSED AHEAD DETOUR W20-3 W20-2 W4-2L DETOUR M4-9(MOD) 48" X 36" END DETOUR M4-8A 24"X18" LOCAL TRAFFIC ONLY ROAD CLOSED R11-3 60" X 30" B/W Talbot Rd D3-1(MOD) Burnett Ave D3-1(MOD) Smithers Ave D3-1(MOD) KEEP RIGHT R4-7A 24" X 30" B/W TRAFFIC CONTROL GENERAL NOTES ALL WORK SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) PART 6, CITY OF RENTON STANDARD SPECIFICATIONS, AND THE CONTRACT, UNLESS OTHERWISE NOTED. A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. ALL TCPS MUST BE SUBMITTED A MINIMUM OF 5 BUSINESS DAYS PRIOR TO THE BEGINNING OF WORK TO TCP@RENTONWA.GOV. 1.A COPY OF THE APPROVED PLAN(S) SHALL BE ON SITE DURING CONSTRUCTION. 2.ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST BE OBTAINED PRIOR TO THE START OF CONSTRUCTION. 3.POSTED SPEEDS WITHIN THE PROJECT SITE ARE AS FOLLOWS: ·S 7TH ST (EAST OF RAINIER AVE) = 25 MPH ·S 7TH ST (WEST OF RAINIER AVE) = 30 MPH ·BURNETT AVE S = 25 MPH 5.NOTIFY THE FOLLOWING AGENCIES A MINIMUM OF 10 CALENDAR DAYS IN ADVANCE OF ANY ROAD CLOSURES OR DETOURS: ·CITY OF RENTON PUBLIC WORKS - (425) 430-7204 ·RENTON FIRE AUTHORITY - (425) 276-9580 ·CITY OF RENTON POLICE DEPARTMENT - (425) 430-7500 ·GENERAL KING COUNTY TMC - (206) 477-3663 ·KING COUNTY METRO - (206) 553 - 3000 ANY ROADWAY CLOSURES LASTING MORE THAN 24 HOURS REQUIRE APPROVAL BY CITY COUNCIL. 5.MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES AT ALL TIMES, UNLESS OTHER NOTED IN THESE PLANS OR APPROVED BY THE ENGINEER. 6.THE LOCATION OF EXISTING FEATURES AND UTILITIES SHOWN WITHIN THESE PLANS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING WORK. NOT ALL EXISTING FEATURES AND UTILITIES MAY BE SHOWN. 7.ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT UTILITY AGENCIES 48 HOURS PRIOR TO COMMENCING WORK AND SHALL COORDINATE WITH ALL AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES RESULTING FROM CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY AGENCY IMMEDIATELY UPON DAMAGE AND SHALL BE RESPONSIBLE FOR REPLACING DAMAGED EQUIPMENT TO THE SATISFACTION OF THE AFFECTED UTILITY AGENCY. 8.A UNIFORMED POLICE OFFICER (UPO) SHALL BE REQUIRED TO CONTROL TRAFFIC AT SIGNALIZED INTERSECTIONS WHEN THE TRAFFIC SIGNAL OPERATIONS ARE IMPACTED AND/OR AS SHOWN IN THESE PLANS. THE TRAFFIC SIGNAL SHALL BE SET TO ALL RED “FLASH” MODE WHILE THE INTERSECTION IS BEING CONTROLLED BY A UPO. 9.FLAGGING STATIONS SHALL BE ILLUMINATED DURING HOURS OF DARKNESS AS APPROVED BY THE ENGINEER. FLAGGERS SHOULD BE VISIBLE AND DISCERNABLE AS A FLAGGER FROM A MINIMUM DISTANCE OF 1,000'. 10.MAINTAIN EXISTING LANE WIDTHS AT ALL TIMES. DEVICES SHALL BE OFFSET FROM LANE/EDGE LINES BY A MINIMUM OF 2'. THE TRAFFIC CONTROL SUPERVISOR MAY FIELD-ADJUST DEVICES UP TO THE LANE/EDGE LINE IF NEEDED, BUT DEVICES SHALL NOT ENCROACH INTO THE OPEN LANE. WHERE EXISTING LANE WIDTHS CANNOT FEASIBLY BE MAINTAINED, LANE WIDTHS SHALL BE 11' MINIMUM AT ALL TIMES, UNLESS OTHERWISE NOTED IN THESE PLANS. 11.DEVICE SPACING AT CORNERS SHALL BE A MAXIMUM OF 8' APART. THE TRAFFIC CONTROL SUPERVISOR MAY FIELD-ADJUST DEVICES TO PROVIDE TIGHTER SPACING FOR THE PROTECTION OF EXISTING SIGNAL POLES. 12.WHERE STEEL PLATES ARE NECESSARY TO COVER AN EXCAVATION WITHIN THE ROADWAY, EACH SIDE OF THE PLATE SHALL HAVE A MINIMUM 12” BEARING ON THE SIDES OF THE EXCAVATION. PLATES SHALL BE ANCHORED AND BEDDED ON TEMPORARY PAVEMENT PATCH MATERIAL, SHIMMED TO PREVENT MOVEMENT, ORIENTED PERPENDICULAR TO TRAFFIC, WITH BEDDING TAPERED ON ALL SIDES TO PROVIDE SMOOTH TRANSITION FOR ALL USERS. PLATES SHALL BE TEXTURED TO PROVIDE A NON-SKID SURFACE AS APPROVED BY THE ENGINEER. PLATES SHALL BE DELINEATED WITH PAINT AT ITS EDGES AND WARNING SIGN(S) W8-24 (STEEL PLATE AHEAD) INSTALLED AS DIRECTED BY THE ENGINEER. 13.TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE CRASHWORTHY AND COMPLY WITH MUTCD PART 6. 14.CHANNELIZATION DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE RETROREFLECTIVE BANDS. 15.EXISTING SIGNAGE IN CONFLICT WITH TEMPORARY TRAFFIC CONTROL SIGNAGE SHALL BE REMOVED OR SECURELY COVERED BY A METHOD APPROVED BY THE ENGINEER. 16.MAINTAIN ACCESS TO TRANSIT STOPS AT ALL TIMES. COORDINATE WITH KING COUNTY METRO (206 553-3000) A MINIMUM OF 10 CALENDAR DAYS IN ADVANCE OF IMPLEMENTING TEMPORARY TRAFFIC CONTROL THAT WOULD IMPACT A TRANSIT STOP. COORDINATE WITH KING COUNTY METRO REGARDING REQUIREMENTS FOR TEMPORARILY LOCATING TRANSIT STOPS. 17.CONTRACTOR SHALL COORDINATE LANE/SIDEWALK CLOSURES ACROSS EXISTING DRIVEWAYS WITH ADJACENT PROPERTY OWNERS A MINIMUM OF 48 HOURS IN ADVANCE OF CLOSURE. CONTRACTOR SHALL SET UP TRAFFIC CONTROL DEVICES TO MAINTAIN ACCESS TO PROPERTIES AT ALL TIMES, UNLESS OTHERWISE APPROVED IN WRITING BY THE ENGINEER. 18.SEE SECTION 1-07 OF THE SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS REGARDING CONSTRUCTION UNDER TRAFFIC. 19.TRAFFIC CONTROL SIGNS IN PLACE AT ONE LOCATION CONTINUOUSLY FOR LONGER THAN THREE DAYS SHALL BE CLASS A. 20.CLASS A CONSTRUCTION SIGNING SHALL BE INSTALLED PER WSDOT STANDARD PLANS K-80.10 AND G-22.10. 21.SIGNS SHALL BE BLACK LEGEND ON ORANGE BACKGROUND, UNLESS OTHERWISE NOTED IN THESE PLANS. 22.DIAMOND SHAPED WARNING SIGNS SHALL BE 36"X36" UNLESS OTHERWISE NOTED IN THESE PLANS. 23.SIGNS MOUNTED TO TYPE 3 BARRICADES SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND COMPLY WITH MUTCD PART 6. 24.TYPE 3 BARRICADES SHALL BE INSTALLED IN ACCORDANCE MUTCD PART 6. PLACE TYPE III BARRICADES (R11-2 AND R11-3) ADJACENT TO TRAVELED WAY (ON SHOULDER, BUT NOT WITHIN TRAVEL LANES.) 25.PROVIDE PEDESTRIAN AND BICYCLE TRAFFIC WITH AN ALTERNATE ROUTE WHEN EXISTING FACILITIES ARE INTERRUPTED BY CONSTRUCTION ACTIVITIES. SEE SHEET TCD03 FOR ADDITIONAL DETAILS FOR PEDESTRIAN TRAFFIC CONTROL AT INTERSECTIONS. ALTERNATIVE ROUTES SHALL BE CLEARLY DELINEATED AND SEPARATED FROM THE CONSTRUCTION ACTIVITIES. THE FOLLOWING GUIDANCE IS PROVIDED REGARDING TEMPORARY TRAFFIC CONTROL FOR PEDESTRIANS: ·TEMPORARY TRAFFIC CONTROL DEVICES AND OTHER CONSTRUCTION WORK/MATERIALS/EQUIPMENT SHALL NOT ENCROACH INTO THE USABLE WIDTH OF PEDESTRIAN ROUTES. ·PROVIDE A MINIMUM 84” UNOBSTRUCTED VERTICAL CLEARANCE FOR PEDESTRIAN ROUTES. SIGNS AND OTHER DEVICES LOWER THAN 84” ABOVE THE PEDESTRIAN ROUTE SHALL NOT PROJECT GREATER THAN 4” INTO THE ROUTE. ·MAINTAIN THE WIDTH OF EXISTING PEDESTRIAN ROUTES WHENEVER FEASIBLE. WHEN NOT FEASIBLE TO MAINTAIN A MINIMUM WIDTH OF 60” THROUGH THE LENGTH OF THE ROUTE, MAINTAIN A MINIMUM WIDTH OF 48” THROUGH THE LENGTH OF THE ROUTE AND PROVIDE 60”X60” PASSING ZONES SPACED AT MAXIMUM INTERVALS OF 200' ALONG THE ROUTE. ·PROVIDE A SMOOTH, CONTINUOUS, HARD SURFACE THROUGH THE LENGTH AND WIDTH OF THE PEDESTRIAN ROUTE. THERE SHALL BE NO CURBS OR VERTICAL ELEVATION CHANGES GREATER THAN 1/2" IN GRADE OR TERRAIN. VERTICAL ELEVATION DIFFERENCES BETWEEN 1/4" AND 1/2" SHALL BE BEVELED AT A MAXIMUM SLOPE OF 2:1. ·IF CHANNELIZATION DEVICES ARE USED TO DELINEATE A PEDESTRIAN ROUTE, A CONTINUOUS DETECTABLE EDGING SHALL BE PROVIDED THROUGH THE LENGTH OF THE ROUTE. THE TOP OF THE EDGING SHALL BE A MINIMUM OF 32” ABOVE THE ROUTE SURFACE AND THE BOTTOM OF THE EDGING SHALL BE A MAXIMUM OF 2” ABOVE THE ROUTE SURFACE. ·AT LOCATIONS WHERE PROVIDING AN ALTERNATE PEDESTRIAN ROUTE IS INFEASIBLE, PEDESTRIAN CLOSURE/DIRECTION SIGNAGE SHALL BE POSTED IN ADVANCE OF THE PEDESTRIAN FACILITY CLOSURE AT THE NEAREST MARKED CROSSWALK OR INTERSECTION. ·PHYSICAL BARRICADES SHALL BE INSTALLED WHEREVER THE EXISTING ACCESSIBLE ROUTE IS CLOSED TO PREVENT PEDESTRIANS FROM INADVERTENTLY ENTERING A WORK AREA. ·TEMPORARY RAMPS SHALL BE CONSTRUCTED WHEREVER AN ALTERNATE PEDESTRIAN ROUTE CROSSES A CURB AND EXISTING CURB RAMPS ARE UNAVAILABLE. THE MINIMUM WIDTH OF THE RAMP SHALL BE 48”; THE MAXIMUM SLOPE OF THE RAMP SHALL BE 8.3%; THE MAXIMUM CROSS SLOPE OF THE RAMP SHALL BE 2%. THE BOTTOM OF THE TEMPORARY RAMP SHALL BE FLUSH WITH THE ROADWAY. TEMPORARY DETECTABLE WARNING MATS (OR SIMILAR) SHALL BE INSTALLED AT STREET CROSSINGS. ·INFORMATION REGARDING CLOSED PEDESTRIAN ROUTES, ALTERNATE CROSSINGS, AND SIGN/SIGNAL INFORMATION SHALL BE COMMUNICATED TO PEDESTRIANS BY PROVIDING DEVICES SUCH AS AUDIBLE INFORMATION DEVICES, ACCESSIBLE PEDESTRIAN SIGNALS, AND/OR DETECTABLE BARRIER/CHANNELIZATION DEVICES. 26. THE CONTRACTOR SHALL TREAT DROP OFFS (ABRUPT CHANGES IN ELEVATION) IN ACCORDANCE WITH SECTION 1-07.23(1)A. SIGN LEGEND 08-27-24 OAB OAB KBC N A C H E S A V E S W PO W E L L A V E S W TH O M A S A V E S W MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E A B O V E O A K E S D A L E A V E S W SW 7 T H S T SW 7TH ST SW 7TH ST RA I N I E R A V E S SE N E C A A V E S W LI N D A V E S W SH A T T U C K A V E S CONSTRUCTION NOTES 1.CLOSE OUTER LANE AS REQUIRED FOR INSTALLATION OF PAVEMENT MARKINGS. SEE DETAILS B AND C ON SHEET TCD01 FOR DETAILS. 2.MAINTAIN ACCESS TO SIDE STREETS AND DRIVEWAYS AT ALL TIMES. SEE DETAIL A ON SHEET TCD01 FOR DETAILS. 3.PHASE OUTER AND INNER LANE CLOSURES AS REQUIRED FOR CONSTRUCTION OF SIGNALIZED PEDESTRIAN CROSSING. SEE DETAILS B AND E ON SHEETS TCD01 AND TCD02 FOR DETAILS. 4.SIDEWALK CLOSURES REQUIRED. SEE DETAIL F ON SHEET TCD03 FOR PEDESTRIAN DETOUR DETAILS. 5.CLOSE CENTER LANE AS REQUIRED FOR INSTALLATION OF PAVEMENT MARKINGS. SEE DETAIL D ON SHEET TCD02 FOR DETAILS. 6.CLOSE AREA AS REQUIRED FOR UTILITY ADJUSTMENTS. SEE DETAIL G ON SHEET TCD03 FOR DETAILS. 1 1 NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES. 2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES. 3.ROADWAY IS NOT DRAWN TO SCALE. DRAWING IS INTENDED TO BE REPRESENTATIONAL ONLY. 2 2 1 2 1 2 1 2 1 2 1 2 1 212 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 05/03/2024 05/03/2024 1 2 1 212 1 2 1 2 1 2 1 2 3 4 3 4 5 HA R D I E A V E S W NOT TO SCALE 5 1 2 6 6 6 6 S 7TH ST 08-27-24 109+00 110+00 30 2 + 0 0 301 + 0 0 1 9 9 + 5 0 2 0 0 + 0 0 20 1 + 0 0 40 1 + 0 0 NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES. 2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES. 3.DETOUR SIGN LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. EXACT LOCATION SHALL BE AS APPROVED BY THE ENGINEER. 4.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FOR PEDESTRIAN TRAFFIC CONTROL. 5.MAINTAIN ACCESS TO SIDE STREETS AND DRIVEWAYS AT ALL TIMES. SEE DETAIL A ON SHEET TCD01 FOR DETAILS. 1 9 9 + 5 0 1 9 9 + 5 0 1 9 9 + 5 0 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 05/03/2024 05/03/2024 79 SMP SMP KBC SM I T H E R S A V E S T A L B O T R D S BU R N E T T A V E S AL L E Y S 7TH S T S 7TH ST AHEAD ROAD WORK W20-1 SIGN LEGEND (THIS SHEET ONLY) W20-5R AHEAD RIGHT LANE CLOSED W4-2L 08-27-24 100+00 101+00 102+00 103+00 104+00 105+00 106+00 106+00 107+00 108+00 109+00 110+00 30 2 + 0 0 301 + 0 0 2 0 0 + 0 0 20 1 + 0 0 40 1 + 0 0 NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES. 2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES. 3.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FOR PEDESTRIAN TRAFFIC CONTROL. 4.SEE SHEET TC05 FOR STAGE 3 DETOUR ROUTE. SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 05/03/2024 05/03/2024 80 MA T C H L I N E S T A 1 0 4 + 0 0 - S E E B E L O W MA T C H L I N E S T A 1 0 4 + 0 0 - S E E A B O V E SMP SMP KBC S 7TH ST SH A T T U C K A V E S MO S E S L N S AL L E Y WH I T W O R T H L N S (P R I V A T E W A L K W A Y ) AL L E Y MO R R I S A V E S SM I T H E R S A V E S T A L B O T R D S BU R N E T T A V E S AL L E Y S 7TH S T S 7TH ST SIGN LEGEND (THIS SHEET ONLY) CLOSED ROAD R11-2 48" X 30" B/W THIS STAGE TO BE USED FOR SHORT TERM CHANNELIZATION WORK ONLY 08-27-24 NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES. 2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES. 3.DETOUR SIGN LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. EXACT LOCATION SHALL BE AS APPROVED BY THE ENGINEER. 4.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FOR PEDESTRIAN TRAFFIC CONTROL. 5.SEE SHEET TC04 FOR STAGE 3 TRAFFIC CONTROL PLAN. SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 05/03/2024 05/03/2024 81 SMP SMP KBC T A L B O T R D S S 6TH ST BU R N E T T A V E S SH A T T U C K A V E S MO R R I S A V E S SM I T H E R S A V E S S 7TH ST MO S E S L N S WH I T W O R T H L N S S GR A D Y W A Y LAKE AVE S SIGN LEGEND (THIS SHEET ONLY) DETOUR DETOUR M4-9L 48" X 36" M4-9R 48" X 36" W20-3 Talbot Rd M4-4(MOD) Burnett Ave M4-4(MOD) DETOUR M4-9(MOD) 48" X 36" M4-8A 24"X18" LOCAL TRAFFIC ONLY ROAD CLOSED R11-3 60" X 30" B/W AHEAD DETOUR W20-2 DETOUR M4-10L 48"X18" DETOUR M4-10R 48"X18" AHEAD ROAD CLOSED R3-2 36" X 36" B/W/R R3-1 36" X 36" B/W/R THIS STAGE TO BE USED FOR SHORT TERM CHANNELIZATION WORK ONLY END DETOUR 08-27-24 107+00 108+00 109+00 110+00 30 2 + 0 0 301 + 0 0 1 9 9 + 5 0 2 0 0 + 0 0 20 1 + 0 0 40 1 + 0 0 NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES. 2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES. 3.DETOUR SIGN LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. EXACT LOCATION SHALL BE AS APPROVED BY THE ENGINEER. 4.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FOR PEDESTRIAN TRAFFIC CONTROL. 5.MAINTAIN ACCESS TO SIDE STREETS AND DRIVEWAYS AT ALL TIMES. SEE DETAIL A ON SHEET TCD01 FOR DETAILS. 6.SEE SHEET TC07 FOR STAGE 2 DETOUR ROUTE. 1 9 9 + 5 0 1 9 9 + 5 0 1 9 9 + 5 0 1 9 9 + 5 0 106+00105+00 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 05/03/2024 05/03/2024 82 SMP SMP KBC MO R R I S A V E S SM I T H E R S A V E S T A L B O T R D S BU R N E T T A V E S AL L E Y S 7TH S T S 7TH ST AHEAD ROAD WORK W20-1 SIGN LEGEND (THIS SHEET ONLY) R3-2 36" X 36" B/W/R W20-5R AHEAD RIGHT LANE CLOSED W20-5L AHEAD CENTER LANE CLOSED R3-1 36" X 36" B/W/R CLOSED ROAD R11-2 48" X 30" B/W DETOUR M4-10R 48"X18" DETOUR M4-10L 48"X18" M4-9R 48" X 36" DETOUR AHEAD ROAD CLOSED AHEAD DETOUR W20-3 W20-2 W4-2L 08-27-24 NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES. 2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES. 3.DETOUR SIGN LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. EXACT LOCATION SHALL BE AS APPROVED BY THE ENGINEER. 4.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FOR PEDESTRIAN TRAFFIC CONTROL. 5.MAINTAIN ACCESS TO SIDE STREETS AND DRIVEWAYS AT ALL TIMES. SEE DETAIL A ON SHEET TCD01 FOR DETAILS. 6.SEE SHEET TC06 FOR STAGE 2 TRAFFIC CONTROL PLAN. SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 05/03/2024 05/03/2024 83 SMP SMP KBC T A L B O T R D S S 6TH ST BU R N E T T A V E S SH A T T U C K A V E S MO R R I S A V E S SM I T H E R S A V E S S 7TH ST MO S E S L N S WH I T W O R T H L N S S GR A D Y W A Y LAKE AVE S SIGN LEGEND (THIS SHEET ONLY) DETOURDETOUR M4-9L 48" X 36" M4-9R 48" X 36" DETOUR M4-9(MOD) 48" X 36"W20-3 M4-8A 24"X18" LOCAL TRAFFIC ONLY ROAD CLOSED R11-3 60" X 30" B/W Talbot Rd M4-4(MOD) Burnett Ave M4-4(MOD) Smithers Ave M4-4(MOD) AHEAD ROAD CLOSED END DETOUR 08-27-24 108+00 109+00 110+00 30 2 + 0 0 301 + 0 0 2 0 0 + 0 0 20 1 + 0 0 40 1 + 0 0 NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES. 2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES. 3.DETOUR SIGN LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. EXACT LOCATION SHALL BE AS APPROVED BY THE ENGINEER. 4.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FOR PEDESTRIAN TRAFFIC CONTROL. 5.MAINTAIN ACCESS TO SIDE STREETS AND DRIVEWAYS AT ALL TIMES. SEE DETAIL A ON SHEET TCD01 FOR DETAILS. 101+00 102+00 103+00 104+00 105+00 106+00 107+00100+00 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 SEC. 19, T. 23 N., R. 05 E., W.M. / SEC. 18, T.23 N., R. 05 E., W.M. Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 05/03/2024 05/03/2024 84 SMP SMP KBC MO R R I S A V E S SM I T H E R S A V E S T A L B O T R D S BU R N E T T A V E S AL L E Y S 7TH S T S 7TH ST S 7TH ST SH A T T U C K A V E S MO S E S L N S AL L E Y WH I T W O R T H L N S (P R I V A T E W A L K W A Y ) AL L E Y AHEAD ROAD WORK W20-1 SIGN LEGEND (THIS SHEET ONLY) SHOULDER W21-5 WORK KEEP RIGHT R4-7A 24" X 30" B/W MO R R I S A V E S MA T C H L I N E - S E E B E L O W L E F T MA T C H L I N E - S E E A B O V E R I G H T CLOSED ROAD R11-2 48" X 30" B/W 08-27-24 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 05/03/2024 05/03/2024 OAB OAB KBC NOT TO SCALE DETAIL B TYPICAL SINGLE RIGHT-LANE CLOSURE FOR MULTI-LANE ROADWAYS DETAIL A TYPICAL DRIVEWAY / SIDE STREET NOT TO SCALE NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES. 2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES. 3.ROADWAY IS NOT DRAWN TO SCALE. DRAWING IS INTENDED TO BE REPRESENTATIONAL ONLY. AHEAD ROAD WORK W20-1 W20-5R AHEAD RIGHT LANE CLOSED W4-2L AHEAD ROAD WORK W20-1 W20-5R AHEAD RIGHT LANE CLOSED W4-2L SIDEWALK SI D E S T R E E T OR D R I V E W A Y MUST RIGHT LANE TURN RIGHT W20-5R B/W 36" 36" MUST RIGHT LANE TURN RIGHT W20-5R B/W 36" 36" AHEAD ROAD WORK W20-1 AHEAD ROAD WORK W20-1 AHEAD ROAD WORKW20-1 NOT TO SCALE DETAIL C TYPICAL RIGHT-LANE CLOSURE ON THE FAR SIDE OF AN INTERSECTION 08-27-24 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 05/03/2024 05/03/2024 OAB OAB KBC NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES. 2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES. 3.ROADWAY IS NOT DRAWN TO SCALE. DRAWING IS INTENDED TO BE REPRESENTATIONAL ONLY. AHEAD ROAD WORK W20-1 W4-2R W20-5L AHEAD LEFT LANE CLOSED AHEAD ROAD WORK W20-1W4-2R W20-5L AHEAD LEFT LANE CLOSED NOT TO SCALE DETAIL E TYPICAL LEFT LANE AND CENTER TURN LANE CLOSURE FOR 5-LANE ROADWAY NOT TO SCALE DETAIL D TYPICAL CENTER LANE CLOSURE NEAR AN INTERSECTION AHEAD ROAD WORK W20-1 08-27-24 SHEET OF 87 SHEETS DESIGNED BY WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 SOUTH 7TH STREET CORRIDOR IMPROVEMENTSDRAWN BY REVIEWED BY DATE REVISION BY DATE 20119219 K R I S T E N B. CAS SI A S P R O F E SSIONAL E N GI N EER STA T E O F WASHIN G T O N R EGIST E R E D SUBMITTALBID CITY OF RENTON AUGUST 2024 Public Works Dept. CITY OF RENTON APPROVED FOR CONSTRUCTION BY _____________________________DATE _____________________________ Know what's below. Call before you dig. 05/03/2024 05/03/2024 05/03/2024 OAB OAB KBC NOTES 1.SEE SHEET TC01 FOR TRAFFIC CONTROL GENERAL NOTES. 2.SEE SHEET TC01 FOR TRAFFIC CONTROL LEGEND AND TABLES. 3.ROADWAY IS NOT DRAWN TO SCALE. DRAWING IS INTENDED TO BE REPRESENTATIONAL ONLY. CONTROLS SHOWN ON THIS SHEET ARE FOR PEDESTRIAN TRAFFIC ONLY. 4.SEE GENERAL NOTE 25 ON SHEET TC01 FOR ADDITIONAL DETAILS REQUIRED FOR PEDESTRIAN TRAFFIC CONTROL. NOT TO SCALE DETAIL F TYPICAL PEDESTRIAN SIDEWALK DETOUR SIDEWALK CLOSED R9-11A B/W12" 24" CROSS HERE R9-9 B/W12" 24" SIDEWALK CLOSED R9-9 B/W12" 24" SIDEWALK CLOSED SIDEWALK CLOSED 12" 24" CROSS HERE R9-11A B/W DETAIL G DRIVEWAY/SIDE STREET UTILITY WORK NOT TO SCALE SIDEWALK SI D E S T R E E T OR D R I V E W A Y SIDEWALK 08-27-24