STATE OF CALIFORNIA
CALIFORNIA DEPARTMENT OF TRANSPORTATION
SUBMITTED BY BENICIA POLICE DEPARTMENT
AUTOMATIC LICENSE PLATE READING
(ALPR) CAMERA PERMIT
LOCATION / VICINITY MAP
INDEX OF DRAWING:
· SHEET 1 : COVER SHEET AND CAMERA LOCATION MAP
· SHEET 2 : GENERAL NOTES AND TRAFFIC DESIGN TABLES CAMERA #50
· SHEET 3 : CAMERA LOCATION INFORMATION REF. SHEET 4 OF 6
· SHEET 4 : SITE PLAN
· SHEET 5 : TRAFFIC CONTROL PLAN
· SHEET 6 : HARDWARE DETAILS
C
Digitally signed by Michael B Leeper
Date: 2024.01.03 15:01:10-08'00'
PLANS PREPARED BY:
COVER SHEET AND CAMERA LOCATION MAP
CALTRANS (DISTRICT-4) A CONGRUEX COMPANY
R
ALPR CAMERA INSTALLATION
GENERAL NOTES AND TRAFFIC DESIGN TABLES
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TRAFFIC CONTROL PLAN SHALL CONFORM TO THE MOST CURRENT CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AND STATE STANDARD PLANS.
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NO LANE CLOSURES PERMITTED BEFORE 9:00AM AND AFTER 3:00PM.
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ALL AFFECTED RESIDENTS, BUSINESSES, AGENCIES, AND SCHOOLS SHALL BE GIVEN A 72 HOURS NOTICE PRIOR TO THE START OF WORK AND THEIR ACCESS SHALL BE MAINTAINED AT ALL TIMES.
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TEMPORARY NO PARKING SIGNS SHALL BE POSTED 48 HOURS PRIOR TO START OF WORK.
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ALL CONFLICTING SIGNS, STRIPING OR PAVEMENT MARKINGS SHALL BE COVERED OR REMOVED AND REPLACED WHEN WORK IS COMPLETED.
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TRAFFIC DIRECTION THROUGH A SIGNALIZED INTERSECTION SHALL BE CONDUCTED BY THE CITY OF PEARLAND UNIFORMED POLICE OFFICER OR A COMMUNITY SERVICE OFFICER ONLY. SHOULD WORK REQUIRE A
SIGNAL TO BE OVERRIDDEN, ARRANGEMENT SHALL BE MADE WITH THE CITY POLICE DEPT AND TRANSPORTATION ENGINEERING DEPT AT LEAST 14 DAYS PRIOR TO START OF WORK.
Table A - Recommended Advance Warning Sign Spacing
Posted Speed Distance Between Signs ** Table B - Taper Length Criteria for Temporary Traffic Control Zones Table C - Formulas for Determining Taper Lengths
POSTED SPEED A B C Type of Taper Taper Length (L) Speed Limit Taper Length (L) Feet
Urban Merging Taper at least L 40 mph or less L = WS2/60
25 mph or less*** 100 100 100
Shifting Taper at least 0.5L 45 mph or more L = WS
Urban Shoulder Taper at least 0.33L
more than 25 mph to 40 mph*** 250 250 250
One-Lane, Two-Way Traffic Taper 50 feet minimum, 100 feet maximum Where: L = taper length in feet
Urban more than 40 mph*** 350 350 350 Downstream taper 50 feet min., 100 feet max. per lane W = width of offset feet
Rural 500 500 500 S = posted speed limit, or off peak 85th- percentile speed prior to work
starting. Or the anticipated operating speed in mph
Expressway/Freeway
1,000 1,500 2,640
Table D – Longitudinal Buffer Space or Flagger Station Spacing on Downgrades
% Downgrade (Buffer Space)
Table E – Taper Length Criteria for Temporary Traffic Control Zones Table F – Maximum Spacing of Channelizing Devices
Speed
(for 12 feet Offset Width)
(mph) Level Road -3% -6% -9%
Minimum Taper Length **
0% (ft) (ft) (ft) (ft) Speed (mph) Maximum Channelizer Spacing
Speed* For Width of Offset 12 ft (W)
20 115 116 120 126 S Merging Shifting Shoulder Down Taper* (ft) Tangent (ft) Conflict** (ft)
25 155 158 165 173 (mph) L L/2 L/3 Stream 20 20 40 10
30 200 205 215 227 (ft) (ft) (ft) (ft) *** 25 25 50 12
35 250 257 271 287 20 80 40 27 50 30 30 60 15
40 305 315 333 354 25 125 63 42 50 35 35 70 17
45 360 378 400 427 30 180 90 60 50 40 40 80 20
50 425 446 474 507 35 245 123 82 50 45 45 90 22
55 495 520 553 593 40 320 160 107 50 50 50 100 25
60 570 598 638 686 45 540 270 180 50 55 55 110 27
65 645 682 728 785 50 600 300 200 50 60 60 120 30
70 730 771 825 891 55 660 330 220 50 65 65 130 32
60 720 360 240 50 70 70 140 35
65 780 390 260 50
70 840 420 280 50
PLANS PREPARED BY:
GENERAL NOTES AND TRAFFIC DESIGN TABLES
CALTRANS (DISTRICT-4) A CONGRUEX COMPANY
R
ALPR CAMERA INSTALLATION
CAMERA LOCATION INFORMATION
CAMERA LOCATION
NO. STREET DIRECTION LATITUDE LONGITUDE POLE
50 CA-780 (ON-RAMP) WESTBOUND 38.053600611435364,-122.1451307638023 EXISTING LIGHT POLE
PLANS PREPARED BY:
CAMERA LOCATION INFORMATION
CALTRANS (DISTRICT-4) A CONGRUEX COMPANY
R
ALPR CAMERA INSTALLATION
SITE ADDRESS: SITE PLAN LINE LEGENDS
1500 E 5TH ST, BENICIA, CA 94510 CURB
E.O.P. E.O.P.
CURB
E.O.P.
CURB
E.O.P.
CURB
ROW LINE
AERIAL VIEW CENTER LINE
RB
CU
RB
CU
CAMERA #50 WB STREET VIEW
AT CA-780 (ON-RAMP)
ALPR CAMERA #50 WB
AT CA-780 (ON-RAMP)
71'
PAVEMENT
LIMIT= 32' EX. LIGHT POLE
18'
E.
O.
P.
.
13.3'
ST
E.O
'
.P.
RB
' 3.3
CU
9
CA-780 (ON-RAMP)
TH
2 1
RB
'
CU
28
CA
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25
-7
46' '
8
26'
0
(O
PAVEMENT
N
RB
LIMIT= 51'
CU
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AM
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RTE_NM :SH0006-LG
RTE_PRFX :SH SYMBOLS
RTE_NBR :6 FIRE HYDRANT
RB
TRANSFORMER
MONUMENT
BEGIN_DFO :491.33
CU
STREET LIGHT
CATCH BASIN
CUR
TRAFFIC SIGNAL COMBINATION
END_DFO :524.394
STORM DRAIN MANHOLE
EXISTING POLE
B
WATER MANHOLE
EXISTING VAULT
EXISTING PEDESTAL SANITARY SEWER MANHOLE
CUR EXISTING IRRIGATION VAULT SEWER CLEAN OUT
B EXISTING UTILITY VAULT/PEDESTAL
ELECTRIC MANHOLE
GAS/WATER VALVE
UNIDENTIFIED MANHOLE
TREE/BUSHES
WATER METER
STREET SIGN GAS METER
PLANS PREPARED BY:
SITE PLAN
CALTRANS (DISTRICT-4) A CONGRUEX COMPANY
R
ALPR CAMERA INSTALLATION
1500 E 5TH ST. CALTRANS TCP DRAWIN
(CA-780) (ON-RAMP) AND E 5TH ST.
-ALPR CAMERA #50 PL.
WORK AREA 1 OF 1
POSTMILE : SOL 1.608 E 5TH ST. B
A
CIT
SIDE
YO
CONTACT PROPERTY OWNER(S) 72
CAL
HOURS PRIOR TO START OF WORK.
F BE
WAL
T RAN
N IC
K
BIKE
ACCESS TO DRIVEWAYS MUST BE
S
IA R
MAINTAINED AT ALL TIMES.
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A
LAN
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.O.W
E
.
.
ALPR CAM #50 PL.
A
CITY OF BENICIA R.O.W.
250'
CALTRANS R.O.W.
SPEED E.O.P.
(CA-780) 35 LIMIT
FOGLINE
SHOULDER
17' M
AX.
E.O
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25
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27'
(ON-RAMP) SH
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INE DER SPEED
CALTRANS R
CITY OF BEN
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POSTMILE B
ICIA R.O.W.
(OFF-RAMP)
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A
.W.
R.O.
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.W.
B
W.
E 5TH ST.
(CA-780)
SCALE: 1" = 40'
PLANS PREPARED BY:
TRAFFIC CONTROL PLAN
CALTRANS (DISTRICT-4) A CONGRUEX COMPANY
R
ALPR CAMERA INSTALLATION
1 2
[THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP]
FLOCK SAFETY "FALCON" CAMERA
4
3/8" HEX
1170 HOWELL MILL ROAD SUITE 210
ATLANTA, GA 30318
REV DATE BY DESCRIPTION
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0.022"
- REC
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- - - -
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0 01/26/2023 ACC PRELIM
1 1/2" TO 3 1/2"
I HEARBY CERTIFY THIS DOCUMENT WAS PREPARED BY MYSELF OR UNDER
(38 MM TO 89 MM 9/16" MY DIRECT SUPERVISION THAT I AM A DULY REGISTERED ENGINEER
UNDER THE LAWS OF THE STATE OF TEXAS.
QUICK-RELEASE CLAMP FOR FIRM HOSE AND TUBE, 201
STAINLESS STEEL WITH 410 STAINLESS STEEL SCREW
5 BOM TABLE
[THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP]
COVER SHEET & LOCATION MAPS
SHEET: REV:
SPEC.02 0
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 MONT BELVIEU GENERAL GUIDELINES. DO NOT SCALE DRAWINGS. CALL 811 PRIOR TO DIGGING.
PLANS PREPARED BY:
HARDWARE DETAILS
CALTRANS (DISTRICT-4) A CONGRUEX COMPANY
R
ALPR CAMERA INSTALLATION