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01005755_YELM PD_CAM 3_TCP_03262025DATEREV DESCRIPTION I HEARBY CERTIFY THIS DOCUMENT WAS PREPARED BY MYSELF OR UNDER MY DIRECT SUPERVISION THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF WASHINGTON. [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] BY 03/26/20250 PRELIMTD SHEET:REV: 0 ---- ---- ---- ---- COVER SHEET & LOCATION MAPS THIS DOCUMENT HAS BEEN DRAWN BASED OFF THE MOST RECENT AVAILABLE DATA & AERIAL IMAGERY. THIS INCLUDES RIGHT OF WAY, EXISTING UTILITIES, & PRIVATE PROPERTY LINES. IT REMAINS THE RESPONSIBILITY OF OTHERS TO VERIFY ALL DATA PRIOR AND EXISTING SURRONDING FACILITIES TO VERIFY & CONFLICTS ABOVE & BELOW GRADE. ALL CONSTRUCTION TO FOLLOW CITY OF YELM GENERAL GUIDELINES. DO NOT SCALE DRAWINGS. CALL 811 PRIOR TO DIGGING. 1170 HOWELL MILL ROAD SUITE 210 ATLANTA, GA 30318 206 MCKENZIE AVE YELM, .WA 98597 YELM POLICE DEPARTMENT TCP.GN [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 1005755 PERMITTING JURISDICTION: CITY OF YELM GENERAL NOTES: 1.ALL WORK AND MATERIALS SHALL COMPLY WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND CITY OF YELM STANDARDS. 2.ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND STANDARD SPECIFICATIONS. 3.TRAFFIC CONES SHALL NOT INTERFERE WITH EXISTING DRIVEWAYS, SCHOOL ZONES, OR BUS STOPS. 4.ALL TEMPORARY TRAVEL LANES SHALL BE A MINIMUM OF 10' WIDE. 5.FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE III BARRICADES GUARDING THE WORK OVERNIGHT. 6.ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. 7.ALL TUBULAR DELINEATORS AND CONES SHALL BE 28" MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL INCLUDE A 12" HIGH-INTENSITY REFLECTORIZED SLEEVE.. 8.THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC DURING CONSTRUCTION. 9.THE CONTRACTOR SHALL HAVE SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. 10.CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS. 11.ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE THE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. 12.SIDEWALK CLOSED SIGNS ARE TO BE PRESENT ANYTIME A PEDESTRIAN WALKWAY IS CLOSED. 13.WHERE IT HAS BEEN DETERMINED THAT THE ACCOMMODATION OF PEDESTRIANS WITH DISABILITIES IS NECESSARY, SIGNS SHALL BE MOUNTED AND PLACED IN ACCORDANCE WITH SECTION 4.4 OF THE “AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG)" 14.EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE CONTRACTOR BASED UPON CONSTRUCTION CONDITIONS. 15.MOVE DELINEATORS AND/OR CONES TO SIDEWALK DURING NON-WORKING HOURS. REMOVE BARRICADES ETC., FROM TRAVEL LANE. 16.REMOVE OR TURN OFF SIGNS DURING NON-WORKING HOURS. 17.ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER AND/OR STATE INSPECTOR. 18.DIMENSIONS BASED ON RECORD DRAWINGS AND NOT A SURVEY. 19.TIME OF LANE CLOSURE TO BE IN ACCORDANCE WITH REQUIREMENTS OF JURISDICTION. 20.ADDITIONAL ADVANCED FLAGGERS MAY BE REQUIRED. FLAGGER SHOULD STAND IN A CONSPICUOUS PLACE, BE VISIBLE TO APPROACHING TRAFFIC. PLACE A MINIMUM OF FOUR CONES AT 40-FT INTERVAL IN ADVANCE OF FLAGGER STATION AS SHOWN. 21.TABLES AND SIGNAGE DISPLAYED SHALL COMPLY WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) CHAPTER 6. GENERAL TCP NOTES & TABLES C A WORK ROAD AHEAD W20-1 ROAD WORK END G20-2 DIRT / G R A S S DIRT / G R A S S DIRT / G R A S S DIRT / G R A S S EOP EOP EOP EOP EO P EO P 40MPH SR-507 40MPH SR-507 MILL RD SE ROAD WORK END G20-2 SHO U L D E R SHO U L D E R SHO U L D E R 0 SCALE: 1"=50' 50'100' LEGEND SIGN ON A TEMPORARY SUPPORT TYPE III BARRICADE AND TWO APPROX. AREA OF WORK ZONE CHANNELIZING DRUM DIRECTION OF TRAFFIC HEAVY WORK VEHICLE FLAGGER DRIVEWAY S SIGNALIZED INTERSECTIONS TANSAT TOW AWAY NO STOPPING ANY TIME FLASHING ARROW BOARD LOCATION NOTES: ·ACCESS TO DRIVEWAYS IN WORK AREA MUST BE MAINTAIN AT ALL HOURS. ·NOTIFY PROPERTY OWNER(S) 72 HOURS PRIOR TO PERFORM ANY WORK RELATED ACTIVITY. DATEREV DESCRIPTION I HEARBY CERTIFY THIS DOCUMENT WAS PREPARED BY MYSELF OR UNDER MY DIRECT SUPERVISION THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF WASHINGTON. [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] BY 03/26/20250 PRELIMTD SHEET:REV: 0 ---- ---- ---- ---- COVER SHEET & LOCATION MAPS THIS DOCUMENT HAS BEEN DRAWN BASED OFF THE MOST RECENT AVAILABLE DATA & AERIAL IMAGERY. THIS INCLUDES RIGHT OF WAY, EXISTING UTILITIES, & PRIVATE PROPERTY LINES. IT REMAINS THE RESPONSIBILITY OF OTHERS TO VERIFY ALL DATA PRIOR AND EXISTING SURRONDING FACILITIES TO VERIFY & CONFLICTS ABOVE & BELOW GRADE. ALL CONSTRUCTION TO FOLLOW CITY OF YELM GENERAL GUIDELINES. DO NOT SCALE DRAWINGS. CALL 811 PRIOR TO DIGGING. 1170 HOWELL MILL ROAD SUITE 210 ATLANTA, GA 30318 206 MCKENZIE AVE YELM, .WA 98597 YELM POLICE DEPARTMENT TCP.01 [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 1005755 PERMITTING JURISDICTION: CITY OF YELM N FLOCK LOCATION WORK AREA 01 OF 01 ADDRESS 15425 STATE ROUTE 507 SE, YELM, WA 98597-7634 #03 SR507 @ MOSMAN AVE - NB ALPR CAMERA #03