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
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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
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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