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HomeMy WebLinkAbout5051 Stockdale Hwy - Rider24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext): PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER: COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS belowIf yes, describe under ANYPROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY) POLICY EXP(MM/DD/YYYY) POLICY EFF POLICY NUMBER TYPE OF INSURANCE LTR INSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $ MED EXP (Any one person) $ EACH OCCURRENCE DAMAGE TO RENTED $ PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2016 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIREDAUTOS ONLY X 08/23/2024 10,000 of Marsh Risk & Insurance Services X 2,000,000 25674 ZPL-91N55329-23-I3 A 10,000,000 A X A 5,000,000 08/23/2024 X Errors&Omissions(SIR: $50,000) 08/23/2023 CN134017657--GAUWE-23-24 1,000,000 25615 08/23/2024 SEA-003921701-05 08/23/2023 X 2,000,000 01/30/2024 5,000,000Cyber (SIR: $50,000) 1,000,000 X Cyber Aggregate Limit08/23/2024 1,000,000 1,000,000 B 08/23/2024 08/23/2023 08/23/2023 X 810-6T343696-23-I3-G E&O Limit 10,000 UB-6T346569-23-I3-G CUP-6T386924-23-I3 ZPL-91N55329-23-I3 1,000,000 Certificate holder on General Liability, Commercial Auto and Workers Compensation. Umbrella follows form. Certificate holder and their officers, directors, employees, divisions, subsidiaries, partners, members, managers, shareholders, affiliated companies, agents, and volunteers are included as additional insureds on General Liability and Auto Liability when required by written contract. General Liability coverage is Primary and Noncontributory when required by written contract. Waiver of Subrogation applies in favor of DBA Flock Safety Flock Group Inc Atlanta, GA 30318 1170 Howell Mill Rd NW 1,000,000 Travelers Property Casualty Company of America X FOUR EMBARCADERO CENTER, SUITE 1100 MARSH RISK & INSURANCE SERVICES SAN FRANCISCO, CA 94111 CALIFORNIA LICENSE NO. 0437153 H-630-9W194831-TIL-23 The Charter Oak Fire Insurance Company 08/23/2023 N Bakersfield, CA 93301 City of Bakersfield 1600 Truxtun Ave 08/23/2023 A 1,000,000 X A 10,000,000 08/23/2024 24-30000040 08/13/24 24-30000040 08/13/24 ACORD 101 (2008/01) The ACORD name and logo are registered marks of ACORD © 2008 ACORD CORPORATION. All rights reserved. THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: FORM TITLE: ADDITIONAL REMARKS ADDITIONAL REMARKS SCHEDULE Page of AGENCY CUSTOMER ID: LOC #: AGENCY CARRIER NAIC CODE POLICY NUMBER NAMED INSURED EFFECTIVE DATE: MARSH RISK & INSURANCE SERVICES (Nonrenewal): Number of Days Notice:10 days Cancellation For Nonpayment: Number of Days Notice:10 days Carrier will provide notice of cancellation or nonrenewal per below if required by a written contract . 2 San Francisco Certificate of Liability Insurance25 Cancellation For Other Than Nonpayment: Number of Days Notice: 30 days DBA Flock Safety Flock Group Inc 1170 Howell Mill Rd NW 2 CN134017657 Atlanta, GA 30318 24-30000040 08/13/24 24-30000040 08/13/24 STATE OF CALIFORNIA CALIFORNIA DEPARTMENT OF TRANSPORTATION A CONGRUEX COMPANYR PLANS PREPARED BY: CALTRANS (DISTRICT-6), CA ALPR CAMERA INSTALLATION LOCATION / VICINITY MAPAUTOMATIC LICENSE PLATE READING (ALPR) CAMERAS PERMIT COVER SHEET AND CAMERA LOCATION MAP C SUBMITTED BY BAKERSFIELD POLICE DEPARTMENT CA (PHASE 2) ·SHEET 1 ·SHEET 2 ·SHEET 3 ·SHEET 4-5 ·SHEET 6-11 ·SHEET 12-14 : COVER SHEET AND CAMERA LOCATION MAP : GENERAL NOTES AND TRAFFIC DESIGN TABLES : CAMERA LOCATION INFORMATION : SITE PLAN : TRAFFIC CONTROL PLAN : POLE DETAILS INDEX OF DRAWING:CAMERA #28 REF. SHEET 5 OF 14 CALTRANS TCP DRAWING C CAMERA #27 REF. SHEET 4 OF 14 24-30000040 08/13/24 24-30000040 08/13/24 A CONGRUEX COMPANYR PLANS PREPARED BY: CALTRANS (DISTRICT-6), CA ALPR CAMERA INSTALLATION GENERAL NOTES AND TRAFFIC DESIGN TABLES GENERAL NOTES AND TRAFFIC DESIGN TABLES Table A - Recommended Advance Warning Sign Spacing Posted Speed Urban 25 mph or less*** Urban more than 25 mph to 40 mph*** Rural Expressway/Freeway Distance Between Signs ** A B 100 100 250 250 Urban more than 40 mph*** 350 350 500 500 1,000 1,500 C 100 250 350 500 2,640 POSTED SPEED Table E – Taper Length Criteria for Temporary Traffic Control Zones (for 12 feet Offset Width) Speed* S (mph) Minimum Taper Length ** For Width of Offset 12 ft (W) Merging L (ft) Shifting L/2 (ft) 20 80 40 25 125 63 30 180 90 35 245 40 320 45 540 50 600 55 660 60 720 65 780 70 840 123 160 270 300 330 360 390 420 Shoulder L/3 (ft) 27 42 60 82 107 180 200 220 240 260 280 Down Stream (ft) *** 50 50 50 50 50 50 50 50 50 50 50 Table F – Maximum Spacing of Channelizing Devices Speed (mph) Taper* (ft) 20 20 25 25 30 30 35 35 40 40 45 45 50 50 55 55 60 60 65 65 70 70 40 50 60 70 80 90 100 110 120 130 140 Maximum Channelizer Spacing Tangent (ft) Conflict** (ft) 10 12 15 17 20 22 25 27 30 32 35 Table C - Formulas for Determining Taper Lengths Speed Limit 40 mph or less 45 mph or more L = WS Where: L = taper length in feet W = width of offset feet S = posted speed limit, or off peak 85th- percentile speed prior to work starting. Or the anticipated operating speed in mph Taper Length (L) Feet L = WS2/60 Table D – Longitudinal Buffer Space or Flagger Station Spacing on Downgrades % Downgrade (Buffer Space) Speed (mph) Level Road 0% (ft) 20 115 25 155 30 200 35 250 40 305 45 360 50 425 55 495 60 570 65 645 70 730 -3% (ft) 116 158 205 257 315 378 446 520 598 682 771 -6% (ft) 120 165 215 271 333 400 474 553 638 728 825 -9% (ft) 126 173 227 287 354 427 507 593 686 785 891 Table B - Taper Length Criteria for Temporary Traffic Control Zones Type of Taper Merging Taper Shifting Taper Shoulder Taper One-Lane, Two-Way Traffic Taper Downstream taper Taper Length (L) at least L at least 0.5L at least 0.33L 50 feet minimum, 100 feet maximum 50 feet min., 100 feet max. per lane 1. TRAFFIC CONTROL PLAN SHALL CONFORM TO THE MOST CURRENT CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AND STATE STANDARD PLANS. 2. NO LANE CLOSURES PERMITTED BEFORE 9:00AM AND AFTER 3:00PM. 3. 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. 4. TEMPORARY NO PARKING SIGNS SHALL BE POSTED 48 HOURS PRIOR TO START OF WORK. 5. ALL CONFLICTING SIGNS, STRIPING OR PAVEMENT MARKINGS SHALL BE COVERED OR REMOVED AND REPLACED WHEN WORK IS COMPLETED. 6. TRAFFIC DIRECTION THROUGH A SIGNALIZED INTERSECTION SHALL BE CONDUCTED BY THE CITY OF BAKERSFIELD 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. CALTRANS TCP DRAWING 24-30000040 08/13/24 24-30000040 08/13/24 A CONGRUEX COMPANYR PLANS PREPARED BY: CALTRANS (DISTRICT-6), CA ALPR CAMERA INSTALLATION CAMERA LOCATION INFORMATION CAMERA NO. LOCATION STREET DIRECTION LATITUDE LONGITUDE POLE #27 24TH STREET (LANES 1 & 2) @ OLIVE ST EB 24TH ST. (CA-178)EASTBOUND 35.38093855275311,-119.0347708004212 NEW FLOCK POLE #28 24TH STREET (LANES 3 & 4) @ OLIVE ST EB 24TH ST. (CA-178) EASTBOUND 35.3807069567379,-119.03707979126597 NEW FLOCK POLE CAMERA LOCATION INFORMATION CALTRANS TCP DRAWING 24-30000040 08/13/24 24-30000040 08/13/24 A CONGRUEX COMPANYR PLANS PREPARED BY: CALTRANS (DISTRICT-6), CA ALPR CAMERA INSTALLATION SITE PLAN SITE PLANSITE ADDRESS: 2322 BEECH ST., BAKERSFIELD, CA 93301 EX. SANITARY SEWER EX. WATER MAINS LINE LEGENDS EXISTING STORM DRAIN ROW LINE CENTER LINEAERIAL VIEW STREET VIEW 24TH ST. (CA-178) 12' 8.1' NEW FLOCK POLE CALTRANS TCP DRAWING 24TH ST. (CA-178) #27 24TH STREET (LANES 1 & 2) @ OLIVE ST EB 24TH ST. (CA-178) #27 24TH STREET (LANES 1 & 2) @ OLIVE ST EB BEECH ST.ROUTE :178 DISTRICT :6 BPM :0.00 EPM :0.19 POSTMILE :KER 0.195 24-30000040 08/13/24 24-30000040 08/13/24 A CONGRUEX COMPANYR PLANS PREPARED BY: CALTRANS (DISTRICT-6), CA ALPR CAMERA INSTALLATION SITE PLAN SITE PLAN SITE ADDRESS: 2330 OAK ST., BAKERSFIELD, CA 93301 ROUTE :178 DISTRICT :6 BPM :0.00 EPM :0.19 POSTMILE :KER 0.195 EX. SANITARY SEWER EX. WATER MAINS LINE LEGENDS EXISTING STORM DRAIN ROW LINE CENTER LINEAERIAL VIEW STREET VIEW OLIVE ST.#28 24TH STREET (LANES 3 & 4) @ OLIVE ST EB NEW FLOCK POLE 24TH ST. (CA-178) 24TH ST. (CA-178) 6.4' #28 24TH STREET (LANES 3 & 4) @ OLIVE ST EB 24TH ST. (CA-178) CALTRANS TCP DRAWING 12' 24-30000040 08/13/24 24-30000040 08/13/24  %((C+ ST T+ ST  %((C+ ST ALPR CA0(RA  PL W2R. AR(A  2)  P2ST0IL(  .(R   SCALE: 1" = 60' A CONGRUEX COMPANYR PLANS PREPARED BY: CALTRANS (DISTRICT-6), CA ALPR CAMERA INSTALLATION TRAFFIC CONTROL PLAN CALTRANS TCP DRAWING P2ST0 IL( SIDEWALK BIKE LANE BIKE LANE PARKWAY SIDEWALK A BSIDEWALKSIDEWALKRAISED MEDIANB A BIKE LANE SIDEWALK SIDEWALK PARKWAY SIDEWALK PARKWAY BIKE LANEBIKE LANE ELM ST. RAISED MEDIAN SPEED LIMIT40 24TH ST. (CA-178) RAISED MEDIAN BIKE LANE SIDEWALK SIDEWALK PARKWAY BIKE LANE B A SPEED LIMIT 40 24TH ST. (CA-178) FLAGGER ALPR CAMERA # 27 110' SHOULDER TAPER 110' BIKE TAPER250'250' PARKWAY BIKE LANE SIDEWALK PARKWAY A AD A AA PRIVATE RD. BEECH ST. 40' MAX. 40' MAX. 20' MAX. B FLAGGER TO ASSIST PEDESTRIANS THROUGH WORK AREA (SEE PED NOTES) A DEDICATED INDIVIDUAL WILL BE ASSIGNED THE RESPONSIBILITY OF ESCORTING PEDESTRIANSTHROUGH THE WORK AREA IN ACCORDANCE WITH THREE MAJOR CONSIDERATIONS: 1. PEDESTRIANS SHOULD NOT BE LED INTO DIRECTCONFLICT WITH WORK SITE VEHICLES, EQUIPMENT OR OPERATIONS 2. PEDESTRIANS SHOULD NOT BE LED INTO DIRECT CONFLICT WITH MAINLINE TRAFFIC MOVINGTHROUGH OR AROUND THE WORK SITE. 3. PEDESTRIANS SHOULD BE PROVIDED WITH AREASONABLY SAFE, CONVENIENT AND ACCESSIBLE PATH THAT REPLICATES AS NEARLY AS PRACTICALTHE MOST DESIRABLE CHARACTERISTICS OF THE EXISTING SIDEWALK OR FOOTPATH PEDESTRIAN CONTROL NOTES: ACCESS TO DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. SIGNAGE MUST NOT DISTURB SOIL SIGN PANEL SIZE (MIN) 48" X 48"A 36" X 18"B 30" X 18"D CALTRANS R.O.W. CITY OF BAKERSFIELD R.O.W. CALTRANS R.O.W. CITY OF BAKERSFIELD R.O.W. CALTRANS R.O.W. CITY OF BAKERSFIELD R.O.W. CALTRANS R.O.W. CITY OF BAKERSFIELD R.O.W.15'A A 24-30000040 08/13/24 24-30000040 08/13/24  2A. ST T+ ST CA  AND 2A. ST ALPR CA0(RA  PL W2R. AR(A  2)  P2ST0IL(  .(R   SCALE: 1" = 60' A CONGRUEX COMPANYR PLANS PREPARED BY: CALTRANS (DISTRICT-6), CA ALPR CAMERA INSTALLATION TRAFFIC CONTROL PLAN0ATC+LIN( AS(( S+((T  2) P2ST0IL( CALTRANS TCP DRAWING SIDEWALK BIKE LANE BIKE LA NE PARKWAY SIDEWALK RAISED MEDIAN BUS STOP SIDEWALK PARKWAY BIKE LANE SIDEWALK PARKWAY BIKE LANE SIDEWALKSIDEWALKOLIVE ST. ALPR CAMERA #28 100' BUS STOP OPENING 15'15'A A A A MAX. 20' MAX. A B A B 15'RAISED MEDIAN A AD FLAGGER ACCESS TO DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.FLAGGER TO ASSIST PEDESTRIANS THROUGH WORK AREA (SEE PED NOTES) A DEDICATED INDIVIDUAL WILL BE ASSIGNED THERESPONSIBILITY OF ESCORTING PEDESTRIANS THROUGH THE WORK AREA IN ACCORDANCE WITHTHREE MAJOR CONSIDERATIONS: 1. PEDESTRIANS SHOULD NOT BE LED INTO DIRECT CONFLICT WITH WORK SITE VEHICLES, EQUIPMENTOR OPERATIONS 2. PEDESTRIANS SHOULD NOT BE LED INTO DIRECTCONFLICT WITH MAINLINE TRAFFIC MOVING THROUGH OR AROUND THE WORK SITE. 3. PEDESTRIANS SHOULD BE PROVIDED WITH A REASONABLY SAFE, CONVENIENT AND ACCESSIBLEPATH THAT REPLICATES AS NEARLY AS PRACTICAL THE MOST DESIRABLE CHARACTERISTICS OF THEEXISTING SIDEWALK OR FOOTPATH PEDESTRIAN CONTROL NOTES: BPLACE AT THE S/W CORNER OF 24TH ST. & PINE L ST.SIDEWALKSIDEWALKRAISED MEDIANB A BIKE LANE SIDEWALK SIDEWALK PARKWAY SIDEWALK PARKWAY E BIKE LANE BIKE LANE ELM ST. RAISED MEDIAN 950' BUFFER 80' MAX.15'SIGNAGE MUST NOT DISTURB SOIL SIGN PANEL SIZE (MIN) 48" X 48"A 36" X 18"B 30" X 18"D 24" X 24"E SPEED LIMIT40 24TH ST. (CA-178) SPEEDLIMIT40 24TH ST. (CA-178) SPEED LIMIT40 24TH ST. (CA-178) SIDEWALK PARKWAY PATH OF OVERHANGPATH OF FRONT WHEEL H OF REAR WHEEL 24-30000040 08/13/24 24-30000040 08/13/24  2A. ST T+ ST CA  AND 2A. ST ALPR CA0(RA  PL W2R. AR(A  2)  P2ST0IL(  .(R   SCALE: 1" = 60' A CONGRUEX COMPANYR PLANS PREPARED BY: CALTRANS (DISTRICT-6), CA ALPR CAMERA INSTALLATION TRAFFIC CONTROL PLAN 0ATC+LIN( AS(( S+((T  2) P2ST0IL( 0ATC+LIN( %S(( S+((T  2) 0ATC+LIN( C S(( S+((T  2)  CALTRANS TCP DRAWING RAISED MEDI AN BIKE LANE PARKWAYSIDEWALK SIDEWALK PARKWAY BIKE LANESIDEWALKSIDEWALK SIDEWALKSIDEWALKSIDEWA L K BUS STOP RAISED MEDIAN PARKWAY BIKE TR AIL SPEED LIMIT40 24TH ST. (CA-178) OAK ST.12'12'15'12'15'15'950' BUF F E R NI N G 355' A A A B D A MUSTRIGHT LANE TURN RIGHT C A 80' MAX. 80' MAX. A B SIDE W A L K PAR K WA Y BIKE T R A I L S RAI SE D M E D IAN BI KE LA N E SIDE W A LK BIKE LANEBIKE LANEAD A E 12'80' MAX.15'RAIS E D MEDI AN 12'SIDEWALK OAK ST.SPEED LIMIT 40 TAKE LANE AT POCKET ORIGIN SPEEDLIMIT40ACCESS TO DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 355' BIKE T R A I L PARK WA Y SIGNAGE MUST NOT DISTURB SOIL SIGN PANEL SIZE (MIN) 48" X 48"A 36" X 18"B 30" X 18"D 24" X 24"E OAK ST. SPEED LIMIT40 SPEEDLIMIT40 24TH ST. (CA-178) SPEED LIMIT40 24TH ST. (CA-178) SIDEWA L K PAR KWAY15' 24" X 30"C PATH OF OVERHANGPATH OF FRONT WHEEL PATH OF REAR WHEEL PATH OF OVERHANG PATH OF FRONT WHEEL PATH OF REAR WHEEL 24-30000040 08/13/24 24-30000040 08/13/24  2A. ST T+ ST CA  AND 2A. ST ALPR CA0(RA  PL W2R. AR(A  2)  P2ST0IL(  .(R   SCALE: 1" = 60' A CONGRUEX COMPANYR PLANS PREPARED BY: CALTRANS (DISTRICT-6), CA ALPR CAMERA INSTALLATION TRAFFIC CONTROL PLAN P2ST0IL(0ATC+LIN( % S(( S+((T  2) 0ATC+LIN( DS(( S+((T  2) CALTRANS TCP DRAWING SIDE W A L K BIKE LAN E RASIED MEDIAN SPEEDLIMIT40 24TH ST. (CA-178)12'320' M E R G E T APE R 15'15'90' O P E N I NG 250' A MUSTRIGHT LANE TURN RIGHT C A A 80' MA X . 40' M A X . SIDE W A L K BIKE L A N E SIDE W A L K BIK E LANE BIKE T R A I L RAISE D MEDI AN BIKE L A N E SI DE W A L K DE R RAISE D M EDIAN SI DE W A LK 250 ' ACCESS TO DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 355'BIKE TRAI L PA R K WA Y 950' BU F F E R SIGNAGE MUST NOT DISTURB SOIL SIGN PANEL SIZE (MIN) 48" X 48"A 24" X 30"C SPEED LIMIT40 24TH ST. (CA-178) SPEED LIMIT40 24TH ST. (CA-178) LIMIT40 24TH ST. (CA-178)15'24-30000040 08/13/24 24-30000040 08/13/24  2A. ST T+ ST CA  AND 2A. ST ALPR CA0(RA  PL W2R. AR(A  2)  P2ST0IL(  .(R   SCALE: 1" = 60' A CONGRUEX COMPANYR PLANS PREPARED BY: CALTRANS (DISTRICT-6), CA ALPR CAMERA INSTALLATION TRAFFIC CONTROL PLAN P2ST0IL( 0ATC+LIN( C S(( S+((T  2)  CALTRANS TCP DRAWING0ATC+LIN( DS(( S+((T  2) SIDEWALKBIKE LANE BIKE LANESIDEWALKOAK ST. 12'250' A A AB80'MAX.SIDEWALK SIDEWALKSIDEWALKSIDEWALKBIKE LANEBIKE LANE PAINTED MEDIANBIKE LANE BIKE LANESPEED LIMIT 40 TAKE LANE AT POCKET ORIGIN 12'SIDEWALKOAK ST. SPEED LIMIT40 250'A SI DE W A L K 320' ME R G E TA P E 250' 250' 250' SI DE W A L K SIDE W A L K BI K E LA N E A A A B SH O U L D E R SH OU L D E R A SIDE W A L K 250' RASIED MEDIAN SPEED LIMIT40 24TH ST. (CA-178) SPEED LIMIT40 24TH ST. (CA-178) SPEED LIMIT40 24TH ST. (CA-178) BIKE L ANE ACCESS TO DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. SIGNAGE MUST NOT DISTURB SOIL SIGN PANEL SIZE (MIN) 48" X 48"A 36" X 18"B 24-30000040 08/13/24 24-30000040 08/13/24  2A. ST T+ ST CA  AND 2A. ST ALPR CA0(RA  PL W2R. AR(A  2)  P2ST0IL(  .(R   SCALE: 1" = 60' A CONGRUEX COMPANYR PLANS PREPARED BY: CALTRANS (DISTRICT-6), CA ALPR CAMERA INSTALLATION TRAFFIC CONTROL PLAN CALTRANS TCP DRAWING SIGNAL P+AS( D(TAIL SIGNAL P+AS( D(TAIL  SCALE: 1" = 60' RAISED MEDIAN BIK E LANEPAR KWAYSIDEWALK SIDEWALK PARKWAY BIKE LANESIDEWALKSIDEWALK SIDEWALKSIDEWALKSIDEWA LK BUS STOP RAISED MEDIAN PARK WAY BIKE TRAIL 12'15'12' 15'950' BUF F E R 355' A A B D A MUST RIGHT LANE TURN RIGHT C 80' MAX. S BIKE LANEBIKE LANEAD A E 12'80' MAX.15'TAKE LANE AT POCKET ORIGIN OAK ST.SPEED LIMIT40 SPEED LIMIT40 24TH ST. (CA-178) PATH OF OVERHANG PATH OF FRONT WHEEL PATH OF REAR WHEEL72'S WEPT WI DTH 3 0' R5 6'RAISED MEDIAN BIKE LANEPARKWAYSIDEWALK SIDEWALK PARKWAY BIKE LANESIDEWALKSIDEWALK SIDEWALKSIDEWALKSIDEWAL K BUS STO P RAIS E D M E D I AN PAR K WAY BIKE TRAIL 12'15'12'15'950' BU F F E R 355' A A B D A MUSTRIGHT LANE TURN RIGHT C 80' MAX. SIDE WAL K PARK WA Y S BIKE LANEBIKE LANEAD A E 12'80' MAX.15'TAKE LANE AT POCKET ORIGIN OAK ST. SPEED LIMIT40 SPEED LIMIT40 24TH ST. (CA-178) PATH OF OVERHANGPATH OF FRONT WHEEL PATH OF REAR WHEEL 72'SWEPTWI DTH 30 'R5 6 ' 24-30000040 08/13/24 24-30000040 08/13/24 A CONGRUEX COMPANYR PLANS PREPARED BY: CALTRANS (DISTRICT-6), CA ALPR CAMERA INSTALLATION POLE DETAILS DESIGN NOTES 1. POLE AND FOUNDATIONS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: 1.1. 2009/2012/2015/2018/2021 INTERNATIONAL BUILDING CODE 1.2. AASHTO LRFD SPECIFICATIONSFOR STRUCTURAL SUPPORT FOR HIGHWAY SIGNS, LUMIN, TRAFFIC SIGNALS, 2015 EDITION. 2. POLE ANALYSIS AND FOUNDATION DESIGN ARE BASED ON THE FOLLOWINGCRITERIA 2.1. DESIGN WIND SPEED (Vult)): 2.2. RISK CATEGORY: 2.3. EXPOSURE CATEGORY: 2.4. TOPOGRAPHIC CATEGORY: 2.5. SEISMIC DESIGN CRITERIA: 2.5.1. SOIL SITE CLASS: (SEE SECTION 2.6) II C 1 D 2.5.2. SPECTRAL RESPONSE, Ss: 1.000g 2.5.3. SPECTRAL RESPONSE, S1: 0.400G 2.5.4. SEISMIC DESIGN CATEGORY: B DESIGN WIND SPEED (MPH) 115 125 135 (MAX) MOMENT (K-FT) 2.70 3.20 3.70 (ASSUMED) (MAXIMUM) (MAXIMUM) 2.6. STRUCTURE BASE REACTIONS ARE CALCULATED AS FOLLOWS: SHEAR (KIP) 0.280 0.330 0.380 AXIAL (KIP) 0.160 0.160 0.160 2.7. SHOULD ANY OF THE SITE-SPECIFIC PARAMETERS BE HIGHER THAN WHAT IS NOTED ABOVE, THE EOR SHALL BE CONTACTED TO PROVIDE A REVISED DESIGN. 3. FOUNDATIONS ARE DESIGNED BY OTHERS, FLOCK SAFETY SHALL PROVIDE THE CONTRACTOR WITH INSTALLATION SPECIFICATIONS AND GUIDELINES. CONTRACTOR IS RESPONSIBLE FOR VERIFYING SOIL CONDITIONS PRIOR TO INSTALLATION. GENERAL & CONSTRUCTION NOTES 1. CONTRACTOR SHALL CONTACT DESIGNATED AGENCY TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL APPLY AND OBTAIN AN APPROVED TRAFFIC CONTROL PLAN IN ACCORDANCE WITH MUTCD AND LOCAL JURISDICTION STANDARDS. 3. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO ORIGINAL SITE CONDITION TO THE SATISFACTION OF STATE DEPARTMENT OF TRANSPORTATION AND LOCAL JURISDICTION. 4. ALL WORK SHALL CONFORM TO APPLICABLE ELECTRICAL CODES EXCEPT WHEN STATE DEPARTMENT OF TRANSPORTATION OR LOCAL JURISDICTION STANDARDS SUPERSEDE. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS DEFINED BY THE STATE DEPARTMENT OF TRANSPORTATION OR LOCAL JURISDICTION, UNLESS SPECIFICALLY STATED OR SHOWN OTHERWISE HEREIN. ADA COMPLIANCE NOTES 1. ALL SIDEWALK CONSTRUCTION SHALL BE IN ACCORDANCE WITH ADA TITLE II, STATE DEPARTMENT OF TRANSPORTATION, AND LOCAL JURISDICTION STANDARDS, 2. STATE DEPARTMENT OF TRANSPORTATION CURRENT EDITION STANDARDS SHALL BE USED FOR PEDESTRIAN CONTROL PLANS WHEN CLOSURE OF SIDEWALK IS REQUIRED FOR CONSTRUCTION. 3. MINIMUM CLEAR PEDESTRIAN ACCESS ROUTE (PAR) SHALL BE 48" WIDE. 4. NO OBSTRUCTION IS PERMITTED ALONG THE WIDTH OF THE SIDEWALK. UP TO AN ELEVATION OD 7'-0" ABOVE GRADE. 94.00" 2.648" Ø 168.20" 4 1 74.00" 2 3 12.00" ITEM NO. 1 2 3 4 PART NUMBER DESCRIPTION 701-0059 201-00087 205-00010 1020-01 FLOCK SAFETY CAMERA MOUNTING CLAMP 60W SOLAR KIT STYLE 7 COUPLER ASSEMBLY WEIGHT (LB) 3.6 1.0 17.0 168.42 QTY. 1 1 1 1 FOUNDATION (SEE FOUNDATION SHEET) 1 POLE ELEVATION DETAIL SCALE: N/A GRADE 30.00" 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 XXXXXX GENERAL GUIDELINES. DO NOT SCALE DRAWINGS. CALL 811 PRIOR TO DIGGING. CALTRANS TCP DRAWING 24-30000040 08/13/24 24-30000040 08/13/24 A CONGRUEX COMPANYR PLANS PREPARED BY: CALTRANS (DISTRICT-6), CA ALPR CAMERA INSTALLATION POLE DETAILS 1 5 3/8" HEX BOTTOM CONNECTOR DETAIL PER PROVELI (SEE SHEET SPEC.04) 2.5STD ALUMINUM (2 7 13'-6" 8 Øx.0203")PIPE ALUMINUM A6063-T6 1 1/2" TO 3 1/2" (38 MM TO 89 MM) PIPE DETAIL (TOP) 2 6 NOT USED 13'-6"TOP CONNECTOR DETAIL PER PROVELI (SEE SHEET SPEC.04) 2.5STD ALUMINUM (2 78 Øx.0203")PIPE ALUMINUM A6063-T6 PIPE DETAIL (BOTTOM) 3 5 7 16" 4 1116" 7 NOT USED 9/16" MCMASTER-CARR QUICK-RELEASE CLAMP FOR FIRM HOSE AND TUBE, 201 STAINLESS STEEL WITH 410 STAINLESS STEEL SCREW 130 MPH WIND RATING PART NUMBER: 5322K58 MOUNTING CLAMP MOUNTING HARDWARE TO BE PROVIDED BY FLOCK SAFETY FRONT SIDE ISOMETRIC FLOCK SAFETY "FALCON" CAMERA 4 1'-914" MOUNTING HARDWARE TO BE PROVIDED BY FLOCK SAFETY 8 NOT USED PIPE SLEEVE MOUNT FRONT SIDE ISOMETRIC 60 WATT SOLAR PANEL DETAIL (TOP MOUNTED)MOUNTING HARDWARE TO BE PROVIDED BY FLOCK SAFETY 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 XXXXXX GENERAL GUIDELINES. DO NOT SCALE DRAWINGS. CALL 811 PRIOR TO DIGGING. 2'-43 1 6"1 3 1 6 "10 15 16"BOTTOM BOTTOM10 15 16"1'-7516"TOP TOP0.022"CALTRANS TCP DRAWING 24-30000040 08/13/24 24-30000040 08/13/24 A CONGRUEX COMPANYR PLANS PREPARED BY: CALTRANS (DISTRICT-6), CA ALPR CAMERA INSTALLATION POLE DETAILS 120° ITEM NO. 1 2 3 4 5 6 7 8 DESCRIPTION 2.5" SCH 40 2.875OD 74.000L 2.5 SCH 40 2.875OD 94.000L BUT TORX 0.250-20 TAMPER-RESISTANT INSERT SLEEVE STYLE 7 TAPPED ORING WASHER CONCRETE FOOTING HBOLT 0.2500-20 QTY. 1 1 6 1 1 6 1 1 DO NOT SCALE DRAWINGS (NTS) SECTION C-C A .01 ORING COMPRESSION 4 1 74.00 5 C C 2.90 B 168.20 D .20 94.00 2 30" Ø.31 7 8 E 2" A Ø 12" SECTION A-A DETAIL B DETAIL E ANTIROTATION BOLT 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 XXXXXX GENERAL GUIDELINES. DO NOT SCALE DRAWINGS. CALL 81 1 PRIOR TO DIGGING. 6.00 GRADE DETAIL D 6 3 PROVELI STYLE 7 COUPLER ASSEMBLY PART #: 1020-01 MATERIAL: VARIES WEIGHT: 168.42 LBS DATE: 09/27/2023 (Ø 2.25) (Ø 2.46) (Ø 2.88) CALTRANS TCP DRAWING 24-30000040 08/13/24 24-30000040 08/13/24 BAKERSFIELD POLICE DEPARTMENT CONTACT LIST DRAWING INDEX SEE APPROVED PERMIT FOR LISTED INSPECTOR* ON BEHALF OF CASE NUMBER: 644722 PERMITTING JURISDICTION: CITY OF BAKERSFIELD COVER SHEET & LOCATION MAPS SYMBOLOGY & ABBREVIATIONS PLAN DRAWINGS EQUIPMENT & FOUNDATION DETAILS T.01 T.02 SPEC.01 - SPEC.02 A.01 - A.02 STATE OF CALIFORNIA CITY OF BAKERSFIELD LICENSE PLATE READER CAMERA INSTALLATION PROJECT MANAGER MELISSA BARKER-SOLSBERY MELISSA.BARKER-SOLSBERY@FLOCKSAFETY.COM PERMITTING JEREMY HEUSLER JEREMY.HEUSLER@FLOCKSAFETY.COM TRAFFIC CONTROL DETAILSTCP.GN - TCP.01 GENERAL NOTESGN.01 - GN.02 DATE REV 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 CALIFORNIA. [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] BY 06/14/2024 0 PRELIMMMA 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 BAKERSFIELD GENERAL GUIDELINES. DO NOT SCALE DRAWINGS. CALL 811 PRIOR TO DIGGING. 1170 HOWELL MILL ROAD SUITE 210 ATLANTA, GA 30318 1600 TRUXTON AVE BAKERSFIELD, CALIFORNIA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 644722 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] T.01 N 24-30000040 08/13/24 24-30000040 08/13/24 T.02 DATE REV 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 CALIFORNIA. [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] BY 06/14/2024 0 PRELIMMMA 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 BAKERSFIELD GENERAL GUIDELINES. DO NOT SCALE DRAWINGS. CALL 811 PRIOR TO DIGGING. 1170 HOWELL MILL ROAD SUITE 210 ATLANTA, GA 30318 1600 TRUXTON AVE BAKERSFIELD, CALIFORNIA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 644722 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] T.02 ABBREVIATIONS: ABAND APPROX ASPH BLDG CL CMP CO CONC CSG CT CULV DB DBH D.D. DEPT DIA DIR DIST DOC DOT DWG DWY E MH E MKR E PED E VLT EM ENC ENG EOP EPB EXIST FDH FDT FH FO FO MH FO MKR FO VLT FOC FS G MH G MKR G SD GALV GEO SRV MKR GM GV GWMW HDPE HH HWY I.P. ILA INC INT L/A ROW LF LOC MKR LP Abandoned Approximate Asphalt Building Centerline Corrugated Metal Pipe County Concrete Casing Count Culvert Directional Bore Diameter at Breast Height Down Drain Department Diameter Directional District Depth of Cover Department of Transportation Drawing Driveway Electric Manhole Electric Line Marker Electric Pedestal Electric Vault Electric Meter Encased Engineering Edge of Pavement Electric Pull Box Existing Fiber Distribution Hub Fiber Distribution Terminal Fire Hydrant Fiber Optic Fiber Optic Manhole Fiber Optic Line Marker Fiber Optic Vault Face of Curb Filter Sock Gas Manhole Gas Line Marker Grated Storm Drain Galvanized Geodetic Survey Marker Gas Meter Gas Valve Groundwater Monitoring Well High Density Polyethylene Handhole Highway Inlet Protection In Line Amplifier Incorporated Intermediate Limited Access Right of Way Linear Feet Locating Marker Light Pole MAX MB MH MIN MIT MKR MMV MON MOT NO OC PRK MTR P/L PED PI PKG PVC RCB RCP RD MEM REQD RGS ROW RR SCB SD SDMH SEC. SF SMH SPL SS CO SS LIFT STA. STD STR SWPPP T HH T MH T MKR T PED T VLT T.P. TCB TCE TCV TRF MH TSP TYP UG UNK MH UNK PED UNK UTL MKR UNK VLT UTL LP UTL P VLT VP W MH W MKR W SPG W VLT WM WV Maximum Mailbox Manhole Minimum Mitigation Marker Meet Me Vault Monument Maintenance of Traffic Number Open Cut Parking Meter Property Line Pedestal Point of Inflection Package Polyvinyl Chloride Reinforced Concrete Box Reinforced Concrete Pipe Roadside Memorial Required Rigid Galvanized Steel Right of Way Railroad Sprinkler Control Box Storm Drain/Curb Inlet Storm Water Manhole Section Silt Fence Sanitary Sewer Manhole Splice Sanitary Sewer Clean Out Sanitary Sewer Lift Station Station Standard Section Township Range Storm Water Pollution Prevention Plan Telecom Handhole Telecom Manhole Telecom Line Marker Telecom Pedestal Telecom Access Vault Trench Plug Traffic Control Box Temporary Construction Easement Traffic Control Vault Traffic Control Manhole Traffic Signal Light Typical Underground Unknown Manhole Unknown Pedestal Unknown Utility Marker Unknown Vault Utility Light Pole Utility Pole Vault Gas Vent Pipe Water Manhole Water Line Marker Water Spigot Water Vault Water Meter Water Valve GAS WATER TELEPHONE ELECTRIC SANITARY SEWER (SEW) STORM DRAIN FENCE CABLE TV STEAM OIL UNKNOWN UTILITY LINETYPES RIGHT OF WAY EDGE OF PAVEMENT RAILROAD HANDHOLE - EXISTING HANDHOLE - PROPOSED PEDESTAL - EXISTING POLE - EXISTING CULVERT - EXISTING FIRE HYDRANT - EXISTING WATER MAIN - EXISTING GAS VALVE - EXISTING MANHOLE - EXISTING POINT OF INTEREST ACCESS POINT DOWN GUY AND ANCHOR OVERHEAD GUY BORING REQUIRED UG CONDUIT - EXISTING SIDEWALK CENTERLINE WATER VALVE - EXISTING POLE - PROPOSED CAMERA - PROPOSED CAMERA - EXISTING C CSYMBOLOGY AUDIO DETECTION - PROPOSED AUDIO DETECTION - EXISTING R R 24-30000040 08/13/24 24-30000040 08/13/24 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 CALIFORNIA. [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] BY 06/14/2024 0 PRELIMMMA 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 BAKERSFIELD GENERAL GUIDELINES. DO NOT SCALE DRAWINGS. CALL 811 PRIOR TO DIGGING. 1170 HOWELL MILL ROAD SUITE 210 ATLANTA, GA 30318 1600 TRUXTON AVE BAKERSFIELD, CALIFORNIA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 644722 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] GN.01GN.01 GENERAL & CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND LOCAL AGENCY SPECIFICATIONS UNLESS SPECIFICALLY STATED OR SHOWN OTHERWISE HEREIN. 2. ALL WORK SHALL CONFORM TO ALL APPLICABLE ELECTRICAL CODES EXCEPT WHEN STATE DEPARTMENT OF TRANSPORTATION AND LOCAL AGENCY STANDARDS SUPERSEDE. 3. CONTRACTOR SHALL ENSURE ALL PROPOSED EQUIPMENT INSTALLED IS IN ACCORDANCE WITH NESC REQUIREMENTS AND CLEARANCES. 4. ALL CONSTRUCTION AND/OR MAINTENANCE ON THE CALIFORNIA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY SHALL CONFORM TO THE FEDERAL MANUAL ON UNIFORM TRAFFIC DEVICES, THE CALIFORNIA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, PLANS PREPARATION MANUAL AND DRAINAGE MANUAL. 5. THE PERMITTING AGENCY RESERVES THE RIGHT TO MAKE ADJUSTMENTS TO ANY PERMITTED METHODS OF INSTALLATION, SCOPE OF WORK AND RESTORATION THAT MAY BE REQUIRED TO POSITIVELY SUPPORT LIFE, SAFETY AND ENVIRONMENTAL WELL BEING OF ALL USERS OF THE TRANSPORTATION SYSTEM. 6. SHOULD A CONFLICT ARISE BETWEEN THE DETAILS SHOWN IN THE PLANS AND THE DEPARTMENT OF TRANSPORTATION STANDARDS, THE ENGINEER/PERMITTEE SHALL IMMEDIATELY CONFER WITH THE DEPARTMENT’S ENGINEER IN ORDER TO RESOLVE THE DISCREPANCY. IN NO CASE WILL ANYTHING LESS THAN THE DEPARTMENTS MINIMUM STANDARDS BE ALLOWED. 7. FLOCK SAFETY SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES 48 HOURS PRIOR TO CONSTRUCTION. 7.1. INSTALLS INVOLVING FLOCK SAFETY PROVIDED POLES, A MINIMUM OF 2’ SEPARATION SHALL BE MAINTAINED FROM ALL EXISTING UTILITIES AND STORM DRAIN STRUCTURES. 8. THE PERMITTED WORK SCHEDULE IS DEFINED AS MONDAY THROUGH FRIDAY 7:00AM TO 5:30PM UNLESS OTHERWISE NOTED WITHIN THE PERMIT. ANY WORK DESIRED OUTSIDE OF THIS PERIOD MUST BE REQUESTED IN ADVANCE AND APPROVED BEFORE WORKING THE ALTERNATE SCHEDULE. 9. FLOCK SAFETY SHALL BE RESPONSIBLE TO APPLY AND OBTAIN AN APPROVED TRAFFIC CONTROL PLAN IN ACCORDANCE WITH MUTCD AND LOCAL STANDARDS AS REQUIRED. 10. WORK INVOLVING TEMPORARY LANE CLOSURES ARE TO BE DONE BETWEEN THE HOURS OF 8:00AM AND 5:00PM. MONDAY THROUGH FRIDAY UNLESS OTHERWISE STATED BY THE DEPARTMENT OF TRANSPORTATION. 11. CONTRACTOR SHALL PROVIDE SAFE ACCESS PER CURRENT GENERAL STANDARDS FOR ALL PEDESTRIAN TRAFFIC REGULATIONS ON ALL EXCAVATIONS OPENED IN THE TRAFFIC ZONE CONTROL AREA. 12. NO PEDESTRIAN PATHWAY IS TO BE REMOVED, BLOCKED, OR DISTURBED WITHOUT HAVING A SUFFICIENT DESIGNATED TEMPORARY PEDESTRIAN PATHWAY WITH ALL APPROPRIATE PEDESTRIAN MAINTENANCE OF TRAFFIC SIGNS IN PLACE PRIOR TO PATHWAY BEING AFFECTED. 12.1. ALL TEMPORARY PEDESTRIAN PATHWAYS MUST BE FIRM AND UNYIELDING. 13. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTY IN THE VICINITY OF THE CONSTRUCTION. 14. NO WORK SHALL BE PERFORMED DURING THE WEEKS OF ANY STATE OR FEDERAL HOLIDAYS UNLESS OTHERWISE APPROVED BY THE CALIFORNIA DEPARTMENT OF TRANSPORTATION. 15. ALL WORK ZONES ARE TO BE SET UP AND MAINTAINED BY SOMEONE WHO HAS THE CALIFORNIA DEPARTMENT OF TRANSPORTATION INTERMEDIATE TRAFFIC CONTROL LEVEL TRAINING OR EQUIVALENT. 16. THE PERMITTING AGENCY RETAINS THE RIGHT TO MAKE ALTERATIONS TO THE PERMIT, ATTACHED SKETCH OR CHARACTER OF WORK AS MAY BE CONSIDERED NECESSARY OR DESIRABLE DURING THE PROGRESS OF THE WORK FOR SATISFACTORY COMPLETION OF THE PROPOSED CONSTRUCTION. 17. THE PERMITTEE SHALL NOTIFY THE PERMITTING AGENCY OF DATE OF COMPLETION, REQUEST A FINAL INSPECTION AND A NOTICE OF FINAL ACCEPTANCE. 18. IF THE PROPOSED CANNOT BE INSTALLED PER THE APPROVED PERMITTED PLAN AND BY GENERAL SPECIFICATIONS, A REVISED PLAN MUST BE PROVIDED TO THE DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO THE INSTALLATION OF PRODUCTS OR MATERIALS AT THE GIVEN LOCATIONS WHERE CONFLICTS OCCUR. 19. CONTRACTOR SHALL RESTORE RIGHT-OF-WAY TO EQUAL OR BETTER CONDITION UPON COMPLETION OF WORK AND TO THE SATISFACTION OF THE STATE DEPARTMENT OF TRANSPORTATION AND LOCAL AGENCY AT NO ADDITIONAL COMPENSATION. 19.1. RESTORATION MAY INCLUDE BUT IS NOT LIMITED TO GRADING AND SODDING IN ANY DISTURBED AREA. 19.2. ANY SIDEWALK DISTURBED WILL BE REPLACED BY SECTION WITHIN 72 HOURS TO THE STATE DEPARTMENT OF TRANSPORTAION SPECIFICATIONS. 20. IT WILL BE THE RESPONSIBILITY OF THE PERMITTEE TO REPAIR ANY DAMAGE TO GENERAL FACILITIES AND/OR PRIVATE PROPERTY CAUSED BY CONSTRUCTION OF THE PROJECT. 21. ALL ROADWAY PAVEMENT, CURBS,GUTTERS AND STORM WATER COLLECTORS WILL BE KEPT FREE OF MUD AND OTHER DEBRIS AT ALL TIMES DURING CONSTRUCTION. 22. NO STOCKPILING, STORING OR SEMI PERMANENT USE OF THE RIGHT OF WAY IS AUTHORIZED UNLESS SPECIFICALLY IDENTIFIED WITHIN THE PERMIT. 23. THE CONTRACTOR SHALL HAVE AN AUTHORIZED PERSON AVAILABLE AT/OR NEAR THE WORK SITE TO ADDRESS EMERGENCY ISSUES ASSOCIATED WITH THE PROJECT. ADA COMPLIANCE NOTES: 1. ALL SIDEWALK CONSTRUCTION SHALL BE IN ACCORDANCE WITH ADA TITLE II AND ALL STATE DEPARTMENT OF TRANSPORTATION AND LOCAL STANDARDS. USE STATE DEPARTMENT OF TRANSPORTATION CURRENT EDITION STANDARDS FOR PEDESTRIAN CONTROL PLANS FOR CLOSURE OF SIDEWALK. 2. MINIMUM SIDEWALK CLEAR PEDESTRIAN ACCESS ROUTE (PAR) IS 48" WIDE. 3. NO OBSTRUCTION IS PERMITTED ALONG THE WIDTH OF THE SIDEWALK UP TO 7'-0" IN HEIGHT. DRAWINGS 1. THE WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE FOLLOWING ATTACHED DRAWINGS THAT ARE HEREBY MADE A PART OF THE STATEMENT OF WORK, BY THIS REFERENCE. SPECIFICATIONS 1. THE WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE SPECIFICATIONS CONTAINED IN THAT CERTAIN “MASTER AGREEMENT, OUTSIDE PLANT MAINTENANCE CONSTRUCTION SERVICES,” PROVIDED THAT SUCH AN AGREEMENT EXISTS BETWEEN FLOCK SAFETY AND CONTRACTOR. IN THE ABSENCE OF SUCH AN AGREEMENT, THE SPECIFICATIONS CONTAINED IN AN AGREEMENT TO BE EXECUTED BY THE PARTIES PRIOR TO THE COMMENCEMENT OF WORK SHALL GOVERN. MATERIALS 1. INSTALLER SHALL RECEIVE FLOCK SAFETY MATERIALS AT A FLOCK SAFETY LEASED WAREHOUSE FACILITY OR AT THE LOCAL TSO LOCATED AT (CONTACT 24 HOURS IN ADVANCE): 1170 HOWELL MILL RD NW, ATLANTA, GA 30318. 1.1. ALL UNUSED AND REQUESTED SALVAGED MATERIAL TO BE RETURNED TO SAME ADDRESS. 2. THE RECEIPT OF ALL MATERIALS SHALL BE CONSTRUED AS CONCLUSIVE EVIDENCE THAT THE CONTRACTOR HAS MADE ALL NECESSARY EXAMINATION AND INSPECTIONS, AND IS SATISFIED AS TO THE QUALITY AND QUANTITY OF MATERIALS RECEIVED. 3. ANY AND ALL MATERIALS THAT MAY BECOME LOST, STOLEN OR DAMAGED SHALL BE REPLACED BY THE CONTRACTOR AT HIS SOLE EXPENSE, AND ANY DELAY INCURRED SHALL NOT BE CAUSE FOR AN EXTENSION IN TIME SAFETY AND PRECAUTIONS 1. ALL PERSONNEL ARE REQUIRED TO ABIDE BY ALL RULES AND REGULATIONS SET FORTH IN THE FLOCK SAFETY REQUIREMENTS, RAILROAD SAFETY CODE AND GOVERNING JURISDICTION. 2. THE WORK UNDER THIS INSTALLATION WILL BE CONSTRUCTED ALONG RIGHTS OF WAY THAT MAY CONTAIN EXISTING AND OPERATIONAL UTILITIES. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCATING EXISTING UTILITIES AND FOR COMPLIANCE WITH THE REQUIREMENTS OF ANY STATEWIDE AND/OR LOCAL AREA IN ADVANCE OF ANY EXCAVATION, BORING OR PLACING WORK AND THE CONTRACTOR SHALL LOCATE AND EXPOSE BY HAND ALL EXISTING SUBSURFACE PLANT. ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT HIS SOLE EXPENSE AND ANY DELAY INCURRED SHALL NOT BE CAUSE FOR AN EXTENSION IN THE TIME OF THE CONTRACT. 3. INSTALLER SHALL BE RESPONSIBLE FOR THE PROTECTION AND MAINTENANCE OF PUBLIC AND PRIVATE PROPERTIES. INSTALLER SHALL PROTECT, SHORE, BRACE, SUPPORT AND MAINTAIN ALL UNDERGROUND PIPES, CONDUITS, DRAINS AND OTHER SUBSURFACE STRUCTURES UNCOVERED OR OTHERWISE AFFECTED BY THE WORK. 4. INSTALLER SHALL BE RESPONSIBLE FOR ALL DAMAGE TO STREETS, ROADS, HIGHWAYS, SHOULDERS, DITCHES, EMBANKMENTS, CULVERTS, BRIDGES OR OTHER PUBLIC OR PRIVATE PROPERTY OR FACILITY, REGARDLESS OF LOCATION OR CHARACTER, WHICH MAY BE CAUSED BY THE WORK, OR BY MOVING, HAULING, OR OTHERWISE TRANSPORTING EQUIPMENT, MATERIALS OR WORKERS TO OR FROM WORK OR ANY SITE THEREOF, WHETHER BY THE CONTRACTOR OR SUBCONTRACTORS. STAKING AND SCHEDULING 1. ALL STAKING WILL BE PROVIDED BY FLOCK SAFETY. REQUIRED RIGHT OF WAY CLEARING SHALL BE COMPLETED PRIOR TO STAKING: THEREFORE, THE INSTALLER SHALL COORDINATE ALL CLEARING AND PLACING OPERATIONS WITH THE FLOCK SAFETY PROJECT SUPERVISOR TO AVOID DELAYS AND INTERFERENCE. 2. FLOCK SAFETY WILL PROVIDE RAILROAD, FLAGMEN AND SIGNALMEN AS REQUIRED; HOWEVER, THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE ITS NEEDS FOR SUCH SIGNALMEN AND FLAGMEN WITH FLOCK SAFETY. 3. IN ADDITION TO THE SCHEDULING REQUIREMENTS IN THE GENERAL PROVISIONS, UPON REQUEST THE CONTRACTOR SHALL ALSO SUBMIT TO THE FLOCK SAFETY PROJECT SUPERVISOR, DAILY CREW ASSIGNMENT REPORTS SPECIFYING CREW AND CREW COMPOSITION AND WORK LOCATION. PERMITS 1. FLOCK SAFETY HAS OBTAINED OR WILL OBTAIN PERMITS FROM DEPARTMENTS AND/OR AGENCIES OF CITIES, COUNTIES, STATES, FEDERAL GOVERNMENT, RAILROAD OR OTHER ENTITIES, WHICH PROVIDE FOR THE PLACING OF PIPES AND/OR CABLE UNDER DITCH, TRACKS AND ROADS AND PLACING PIPES AND/OR CABLE ALONG AND WITHIN PUBLIC OR PRIVATE ROAD RIGHTS OF WAY AND RAILROAD RIGHTS. 2. CONTRACTOR SHALL OBTAIN ADDITIONAL PERMITS, IF REQUIRED, FOR EQUIPMENT ACCESS OR MOVEMENT ON PUBLIC ROADS AND RAILROADS. COPIES OF SUCH PERMITS SHALL BE FURNISHED TO FLOCK SAFETY. ALL TRAFFIC CONTROL, IF APPLICABLE, SHALL BE IN ACCORDANCE WITH LOCAL, STATE, COUNTY, OR PERMITTING AGENCY LAWS, REGULATIONS, AND REQUIREMENTS, AND WILL BE THE CONTRACTOR’S RESPONSIBILITY. TRAFFIC CONTROL PLANS PROVIDED BY CURRENT CALIFORNIA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS. SCOPE OF WORK 1. THIS PROJECT SHALL CONSIST OF THE FOLLOWING OPERATIONS: THE WORK PACKAGE IS FOR THE INSTALLATION OF FLOCK SAFETY ALPR CAMERAS WHICH INCLUDES BUT IS NOT LIMITED TO: FLOCK SAFETY PROVIDED POLES, POLE MOUNTED SOLAR PANELS, AND EXTERNAL BATTERY PACKAGES. 24-30000040 08/13/24 24-30000040 08/13/24 DATE REV 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 CALIFORNIA. [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] BY 06/14/2024 0 PRELIMMMA 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 BAKERSFIELD GENERAL GUIDELINES. DO NOT SCALE DRAWINGS. CALL 811 PRIOR TO DIGGING. 1170 HOWELL MILL ROAD SUITE 210 ATLANTA, GA 30318 1600 TRUXTON AVE BAKERSFIELD, CALIFORNIA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 644722 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] GN.02GN.02 LOCATION DATA 24-30000040 08/13/24 24-30000040 08/13/24 CN DATE REV 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 CALIFORNIA. [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] BY 06/14/2024 0 PRELIMMMA 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 BAKERSFIELD GENERAL GUIDELINES. DO NOT SCALE DRAWINGS. CALL 811 PRIOR TO DIGGING. 1170 HOWELL MILL ROAD SUITE 210 ATLANTA, GA 30318 1600 TRUXTON AVE BAKERSFIELD, CALIFORNIA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 644722 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.01A.01 #34 STOCKDALE HWY (LANES 1 & 2) @ VILLAGE LN EB 35.35407835402379,-119.05747527354181) 11' FROM EDGE OF PAVEMENT *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 LOOKING EAST A.01 1 SPEC. 01 1 1 - 3 SPEC. 02 STOCKDALE HWY PROPOSED FLOCK EQUIPMENT ON EXISTING TRAFFIC CONTROL SIGNAL C11 11'50' 50' 11' 121'11'30' 30' 16'4' 80' STOCKDALE HWY VILLAGE LNLOCATION NOTES: - FIELD CREW WILL UTILIZE PARKING LOT BEHIND LOCATION AND INSTALL CAMERA STAYING OUT OF THE ROAD WAY. - AUTHORIZATION TO PARK IN PRIVATE PARKING LOT WILL BE COORDINATED WITH PROPERTY OWNER PRIOR TO PERFORM ANY WORK RELATED ACTIVITY 24-30000040 08/13/24 24-30000040 08/13/24 CN DATE REV 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 CALIFORNIA. [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] BY 06/14/2024 0 PRELIMMMA 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 BAKERSFIELD GENERAL GUIDELINES. DO NOT SCALE DRAWINGS. CALL 811 PRIOR TO DIGGING. 1170 HOWELL MILL ROAD SUITE 210 ATLANTA, GA 30318 1600 TRUXTON AVE BAKERSFIELD, CALIFORNIA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 644722 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.02A.02 LOOKING EAST C2' A.02 1 SPEC. 01 1 1 - 3 SPEC. 02 WHITE LN #48 WHITE LN (LANES 2 & 3) S H ST EB 35.31751737718701,-119.02105062605533 2' FROM EDGE OF PAVEMENT *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 PROPOSED FLOCK EQUIPMENT ON EXISTING TRAFFIC CONTROL SIGNAL - TCP. 01 14' 42' 42' 11' 109' 2'WHITE LN S H ST11'44' 44' 10' 110'24-30000040 08/13/24 24-30000040 08/13/24 DATE REV 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 CALIFORNIA. [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] BY 06/14/2024 0 PRELIMMMA 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 BAKERSFIELD GENERAL GUIDELINES. DO NOT SCALE DRAWINGS. CALL 811 PRIOR TO DIGGING. 1170 HOWELL MILL ROAD SUITE 210 ATLANTA, GA 30318 1600 TRUXTON AVE BAKERSFIELD, CALIFORNIA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 644722 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] SPEC.01SPEC.01 11 SCALE: N/A POLE ELEVATION DETAIL NOTE: GRADE EXISTING FOUNDATION10'-0" (MIN)ITEM NO. PART NUMBER DESCRIPTION TOTAL WEIGHT (LB) 1 2 3 201-00087 MOUNTING CLAMP 2.0 QTY. 1 1 701-0059 FLOCK SAFETY CAMERA 3.6 205-00010 60W SOLAR KIT 17.0 1 EXISTING TRAFFIC SIGNAL POLE 3 1'-6" (MIN)2 1 DRAWINGS BASED ON TYPICAL TRAFFIC SIGNAL POLE GENERAL & CONSTRUCTION NOTES 1. CONTRACTOR SHALL APPLY AND OBTAIN AN APPROVED TRAFFIC CONTROL PLAN IN ACCORDANCE WITH MUTCD AND LOCAL JURISDICTION STANDARDS. 2. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO ORIGINAL SITE CONDITION TO THE SATISFACTION OF STATE DEPARTMENT OF TRANSPORTATION AND LOCAL JURISDICTION. 3. ALL WORK SHALL CONFORM TO APPLICABLE ELECTRICAL CODES EXCEPT WHEN STATE DEPARTMENT OF TRANSPORTATION OR LOCAL JURISDICTION STANDARDS SUPERSEDE. 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS DEFINED BY THE STATE DEPARTMENT OF TRANSPORTATION OR LOCAL JURISDICTION, UNLESS SPECIFICALLY STATED OR SHOWN OTHERWISE HEREIN. ADA COMPLIANCE NOTES 1. ALL SIDEWALK CONSTRUCTION SHALL BE IN ACCORDANCE WITH ADA TITLE II, STATE DEPARTMENT OF TRANSPORTATION, AND LOCAL JURISDICTION STANDARDS, 2. STATE DEPARTMENT OF TRANSPORTATION CURRENT EDITION STANDARDS SHALL BE USED FOR PEDESTRIAN CONTROL PLANS WHEN CLOSURE OF SIDEWALK IS REQUIRED FOR CONSTRUCTION. 3. MINIMUM CLEAR PEDESTRIAN ACCESS ROUTE (PAR) SHALL BE 48" WIDE. 4. NO OBSTRUCTION IS PERMITTED ALONG THE WIDTH OF THE SIDEWALK. UP TO AN ELEVATION OD 7'-0" ABOVE GRADE. 24-30000040 08/13/24 24-30000040 08/13/24 DATE REV 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 CALIFORNIA. [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] BY 06/14/2024 0 PRELIMMMA 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 BAKERSFIELD GENERAL GUIDELINES. DO NOT SCALE DRAWINGS. CALL 811 PRIOR TO DIGGING. 1170 HOWELL MILL ROAD SUITE 210 ATLANTA, GA 30318 1600 TRUXTON AVE BAKERSFIELD, CALIFORNIA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 644722 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] SPEC.02 1 2 3 4 7 5 NOT USED 8 NOT USED 6 MOUNTING HARDWARE TO BE PROVIDED BY FLOCK SAFETY TOP FRONT SIDE1-9 14"1-10 116"4 11 6"1'-4 34"2'-3 1516 "2'-3 1516" 60 WATT SOLAR PANEL DETAIL (SIDE MOUNTED) FLOCK SAFETY "FALCON" CAMERA MOUNTING HARDWARE TO BE PROVIDED BY FLOCK SAFETY FRONT SIDE ISOMETRIC10 1516"5 716" 4 1116 "10 1516"1 1/2" TO 3 1/2" (38 MM TO 89 MM) 9/16" 3/8" HEX 0.022"MCMASTER-CARR QUICK-RELEASE CLAMP FOR FIRM HOSE AND TUBE, 201 STAINLESS STEEL WITH 410 STAINLESS STEEL SCREW 130 MPH WIND RATING PART NUMBER: 5322K58 MOUNTING CLAMP NOTE: LARGER DIAMETER POLES WILL USE AN EQUIVALENT 201 STAINLESS STEEL STRAPPING CUT TO LENGTH. NOT USED NOT USED NOT USED 24-30000040 08/13/24 24-30000040 08/13/24 DATE REV DESCRIPTION I HEARBY CERTIFY THIS DOCUMENT WAS PREPARED BY MYSELF OR UNDERMY DIRECT SUPERVISION THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF CALIFORNIA.[THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] BY 06/18/2024 0 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 BAKERSFIELD GENERAL GUIDELINES. DO NOT SCALE DRAWINGS. CALL 811 PRIOR TO DIGGING. 1170 HOWELL MILL ROAD SUITE 210 ATLANTA, GA 30318 1600 TRUXTUN AVE, BAKERSFIELD, CA 93301 BAKERSFIELD POLICE DEPT TCP.GN[THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 644722 PERMITTING JURISDICTION: CITY OF BAKERSFIELD 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 BAKERSFIELD STANDARDS. 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA 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 24-30000040 08/13/24 24-30000040 08/13/24 C S 0 SCALE: 1"=50' 50'100' N LOCATION NOTES: · ACCESS TO DRIVEWAYS IN WORK AREA MUST BE MAINTAIN AL ALL HOURS. · NOTIFY PROPERTY OWNER(S) 72 HOURS PRIOR TO PERFORM ANY WORK RELATED ACTIVITY. · FLAGGER TO MAINTAIN MINIMUM 4' CLEARANCE ON SIDEWALK & ASSIST PEDESTRIAN THROUGH THE WORK AREA. 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 FLOCK LOCATION #48 WHITE LN (LANE 2 &3) @ S H ST EB WORK AREA 1 OF 1 ADDRESS 1561 WHITE LN, BAKERSFIELD, CA 93307 DATE REV DESCRIPTION I HEARBY CERTIFY THIS DOCUMENT WAS PREPARED BY MYSELF OR UNDERMY DIRECT SUPERVISION THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF CALIFORNIA.[THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] BY 06/18/2024 0 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 BAKERSFIELD GENERAL GUIDELINES. DO NOT SCALE DRAWINGS. CALL 811 PRIOR TO DIGGING. 1170 HOWELL MILL ROAD SUITE 210 ATLANTA, GA 30318 1600 TRUXTUN AVE, BAKERSFIELD, CA 93301 BAKERSFIELD POLICE DEPT TCP.01[THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 644722 PERMITTING JURISDICTION: CITY OF BAKERSFIELD WORKROAD AHEAD W20-1 W4-2R W20-5R RIGHT LANECLOSED AHEAD BEGIN RIGHT TURN LANE YIELD TO BIKES R4-4 W20-5 LANE CLOSED 11'R4-11 MAY USE FULL ROAD ALPR CAMERA #48 540' MERGING TAPER 350'350' 350' WHITE LN 45MPH WHITE LN 45MPH S H ST S H ST EOP EOPEOP EOP EOPEOPSIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALKBIKE LANE TURN ON RED NO R10-11A T.A.N.S.A.T. WORKROAD AHEAD W20-1350'MEDIAN MEDIAN 45' MAX BIKE LANE DRIVEWAYMEDIAN WORKROAD AHEAD W20-1 350'MEDIAN24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 24-30000040 08/13/24 DATE REV DESCRIPTION I HEARBY CERTIFY THIS DOCUMENT WAS PREPARED BY MYSELF OR UNDERMY DIRECT SUPERVISION THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF CALIFORNIA.[THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] BY 06/18/2024 0 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 BAKERSFIELD GENERAL GUIDELINES. DO NOT SCALE DRAWINGS. CALL 811 PRIOR TO DIGGING. 1170 HOWELL MILL ROAD SUITE 210 ATLANTA, GA 30318 1600 TRUXTUN AVE, BAKERSFIELD, CA 93301 BAKERSFIELD POLICE DEPT TCP.GN[THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 644722 PERMITTING JURISDICTION: CITY OF BAKERSFIELD 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 BAKERSFIELD STANDARDS. 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA 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 24-30000040 08/13/24 24-30000040 08/13/24 C S 0 SCALE: 1"=50' 50'100' N LOCATION NOTES: · ACCESS TO DRIVEWAYS IN WORK AREA MUST BE MAINTAIN AL ALL HOURS. · NOTIFY PROPERTY OWNER(S) 72 HOURS PRIOR TO PERFORM ANY WORK RELATED ACTIVITY. · FLAGGER TO MAINTAIN MINIMUM 4' CLEARANCE ON SIDEWALK & ASSIST PEDESTRIAN THROUGH THE WORK AREA. 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 FLOCK LOCATION #48 WHITE LN (LANE 2 &3) @ S H ST EB WORK AREA 1 OF 1 ADDRESS 1561 WHITE LN, BAKERSFIELD, CA 93307 DATE REV DESCRIPTION I HEARBY CERTIFY THIS DOCUMENT WAS PREPARED BY MYSELF OR UNDERMY DIRECT SUPERVISION THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF CALIFORNIA.[THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] BY 06/18/2024 0 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 BAKERSFIELD GENERAL GUIDELINES. DO NOT SCALE DRAWINGS. CALL 811 PRIOR TO DIGGING. 1170 HOWELL MILL ROAD SUITE 210 ATLANTA, GA 30318 1600 TRUXTUN AVE, BAKERSFIELD, CA 93301 BAKERSFIELD POLICE DEPT TCP.01[THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 644722 PERMITTING JURISDICTION: CITY OF BAKERSFIELD WORKROAD AHEAD W20-1 W4-2R W20-5R RIGHT LANECLOSED AHEAD BEGIN RIGHT TURN LANE YIELD TO BIKES R4-4 W20-5 LANE CLOSED 11'R4-11 MAY USE FULL ROAD ALPR CAMERA #48 540' MERGING TAPER 350'350' 350' WHITE LN 45MPH WHITE LN 45MPH S H ST S H ST EOP EOPEOP EOP EOPEOPSIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALKBIKE LANE TURN ON RED NO R10-11A T.A.N.S.A.T. WORKROAD AHEAD W20-1350'MEDIAN MEDIAN 45' MAX BIKE LANE DRIVEWAYMEDIAN WORKROAD AHEAD W20-1 350'MEDIAN24-30000040 08/13/24 24-30000040 08/13/24  %((C+ ST T+ ST  %((C+ ST ALPR CA0(RA  PL W2R. AR(A  2)  P2ST0IL(  .(R   SCALE: 1" = 60' A CONGRUEX COMPANYR PLANS PREPARED BY: CALTRANS (DISTRICT-6), CA ALPR CAMERA INSTALLATION TRAFFIC CONTROL PLAN CALTRANS TCP DRAWING P2ST0IL( SIDEWALK BIKE LANE BIKE LANE PARKWAY SIDEWALK A BSIDEWALKSIDEWALKRAISED MEDIANB A BIKE LANE SIDEWALK SIDEWALK PARKWAY SIDEWALK PARKWAY BIKE LANEBIKE LANE ELM ST. RAISED MEDIAN SPEED LIMIT40 24TH ST. (CA-178) RAISED MEDIAN BIKE LANE SIDEWALK SIDEWALK PARKWAY BIKE LANE B A SPEED LIMIT 40 24TH ST. (CA-178) FLAGGER ALPR CAMERA # 27 110' SHOULDER TAPER 110' BIKE TAPER250'250' PARKWAY BIKE LANE SIDEWALK PARKWAY A AD A AA PRIVATE RD. BEECH ST. 40' MAX. 40' MAX. 20' MAX. B FLAGGER TO ASSIST PEDESTRIANS THROUGH WORK AREA (SEE PED NOTES) A DEDICATED INDIVIDUAL WILL BE ASSIGNED THE RESPONSIBILITY OF ESCORTING PEDESTRIANS THROUGH THE WORK AREA IN ACCORDANCE WITH THREE MAJOR CONSIDERATIONS: 1. PEDESTRIANS SHOULD NOT BE LED INTO DIRECTCONFLICT WITH WORK SITE VEHICLES, EQUIPMENT OR OPERATIONS 2. PEDESTRIANS SHOULD NOT BE LED INTO DIRECT CONFLICT WITH MAINLINE TRAFFIC MOVINGTHROUGH OR AROUND THE WORK SITE. 3. PEDESTRIANS SHOULD BE PROVIDED WITH AREASONABLY SAFE, CONVENIENT AND ACCESSIBLE PATH THAT REPLICATES AS NEARLY AS PRACTICALTHE MOST DESIRABLE CHARACTERISTICS OF THE EXISTING SIDEWALK OR FOOTPATH PEDESTRIAN CONTROL NOTES: ACCESS TO DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. SIGNAGE MUST NOT DISTURB SOIL SIGN PANEL SIZE (MIN) 48" X 48"A 36" X 18"B 30" X 18"D CALTRANS R.O.W. CITY OF BAKERSFIELD R.O.W. CALTRANS R.O.W. CITY OF BAKERSFIELD R.O.W. CALTRANS R.O.W. CITY OF BAKERSFIELD R.O.W. CALTRANS R.O.W. CITY OF BAKERSFIELD R.O.W.15'A A 24-30000040 08/13/24 24-30000040 08/13/24  2A. ST T+ ST CA  AND 2A. ST ALPR CA0(RA  PL W2R. AR(A  2)  P2ST0IL(  .(R   SCALE: 1" = 60' A CONGRUEX COMPANYR PLANS PREPARED BY: CALTRANS (DISTRICT-6), CA ALPR CAMERA INSTALLATION TRAFFIC CONTROL PLAN0ATC+LIN( AS(( S+((T  2) P2ST0IL( CALTRANS TCP DRAWING SIDEWALK BIKE LANE BIKE LA NE PARKWAY SIDEWALK RAISED MEDIAN BUS STOP SIDEWALK PARKWAY BIKE LANE SIDEWALK PARKWAY BIKE LANE SIDEWALKSIDEWALKOLIVE ST. ALPR CAMERA #28 100' BUS STOP OPENING 15'15'A A A A MAX. 20' MAX. A B A B 15'RAISED MEDIAN A AD FLAGGER ACCESS TO DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.FLAGGER TO ASSIST PEDESTRIANS THROUGH WORK AREA (SEE PED NOTES) A DEDICATED INDIVIDUAL WILL BE ASSIGNED THERESPONSIBILITY OF ESCORTING PEDESTRIANS THROUGH THE WORK AREA IN ACCORDANCE WITHTHREE MAJOR CONSIDERATIONS: 1. PEDESTRIANS SHOULD NOT BE LED INTO DIRECT CONFLICT WITH WORK SITE VEHICLES, EQUIPMENTOR OPERATIONS 2. PEDESTRIANS SHOULD NOT BE LED INTO DIRECTCONFLICT WITH MAINLINE TRAFFIC MOVING THROUGH OR AROUND THE WORK SITE. 3. PEDESTRIANS SHOULD BE PROVIDED WITH A REASONABLY SAFE, CONVENIENT AND ACCESSIBLEPATH THAT REPLICATES AS NEARLY AS PRACTICAL THE MOST DESIRABLE CHARACTERISTICS OF THEEXISTING SIDEWALK OR FOOTPATH PEDESTRIAN CONTROL NOTES: BPLACE AT THE S/W CORNER OF 24TH ST. & PINE L ST.SIDEWALKSIDEWALKRAISED MEDIANB A BIKE LANE SIDEWALK SIDEWALK PARKWAY SIDEWALK PARKWAY E BIKE LANE BIKE LANE ELM ST. RAISED MEDIAN 950' BUFFER 80' MAX.15'SIGNAGE MUST NOT DISTURB SOIL SIGN PANEL SIZE (MIN) 48" X 48"A 36" X 18"B 30" X 18"D 24" X 24"E SPEED LIMIT 40 24TH ST. (CA-178) SPEEDLIMIT40 24TH ST. (CA-178) SPEED LIMIT40 24TH ST. (CA-178) SIDEWALK PARKWAY PATH OF OVERHANGPATH OF FRONT WHEEL H OF REAR WHEEL 24-30000040 08/13/24 24-30000040 08/13/24  2A. ST T+ ST CA  AND 2A. ST ALPR CA0(RA  PL W2R. AR(A  2)  P2ST0IL(  .(R   SCALE: 1" = 60' A CONGRUEX COMPANYR PLANS PREPARED BY: CALTRANS (DISTRICT-6), CA ALPR CAMERA INSTALLATION TRAFFIC CONTROL PLAN 0ATC+LIN( AS(( S+((T  2) P2ST0IL( 0ATC+LIN( %S(( S+((T  2) 0ATC+LIN( C S(( S+((T  2)  CALTRANS TCP DRAWING RAISED MEDI AN BIKE LANE PARKWAYSIDEWALK SIDEWALK PARKWAY BIKE LANESIDEWALKSIDEWALK SIDEWALKSIDEWALKSIDEWA L K BUS STOP RAISED MEDIAN PARKWAY BIKE TR AIL SPEED LIMIT40 24TH ST. (CA-178) OAK ST.12'12'15'12'15'15'950' BUF F E R NI N G 355' A A A B D A MUSTRIGHT LANE TURN RIGHT C A 80' MAX. 80' MAX. A B SIDE W A L K PAR K WA Y BIKE T R A I L S RAI SE D M E D IAN BI KE LA N E SIDE W A LK BIKE LANEBIKE LANEAD A E 12'80' MAX.15'RAIS E D MEDI AN 12'SIDEWALK OAK ST.SPEED LIMIT 40 TAKE LANE AT POCKET ORIGIN SPEEDLIMIT40ACCESS TO DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 355' BIKE T R A I L PARK WA Y SIGNAGE MUST NOT DISTURB SOIL SIGN PANEL SIZE (MIN) 48" X 48"A 36" X 18"B 30" X 18"D 24" X 24"E OAK ST. SPEED LIMIT40 SPEEDLIMIT40 24TH ST. (CA-178) SPEED LIMIT40 24TH ST. (CA-178) SIDEWA L K PAR KWAY15' 24" X 30"C PATH OF OVERHANGPATH OF FRONT WHEEL PATH OF REAR WHEEL PATH OF OVERHANG PATH OF FRONT WHEEL PATH OF REAR WHEEL 24-30000040 08/13/24 24-30000040 08/13/24  2A. ST T+ ST CA  AND 2A. ST ALPR CA0(RA  PL W2R. AR(A  2)  P2ST0IL(  .(R   SCALE: 1" = 60' A CONGRUEX COMPANYR PLANS PREPARED BY: CALTRANS (DISTRICT-6), CA ALPR CAMERA INSTALLATION TRAFFIC CONTROL PLAN P2ST0IL(0ATC+LIN( % S(( S+((T  2) 0ATC+LIN( DS(( S+((T  2) CALTRANS TCP DRAWING SIDE W A L K BIKE LAN E RASIED MEDIAN SPEEDLIMIT40 24TH ST. (CA-178)12'320' M E R G E T APE R 15'15'90' O P E N I NG 250' A MUSTRIGHT LANE TURN RIGHT C A A 80' MA X . 40' M A X . SIDE W A L K BIKE L A N E SIDE W A L K BIK E LANE BIKE T R A I L RAISE D MEDI AN BIKE L A N E SI DE W A L K DE R RAISE D M EDIAN SI DE W A LK 250 ' ACCESS TO DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 355'BIKE TRAI L PA R K WA Y 950' BU F F E R SIGNAGE MUST NOT DISTURB SOIL SIGN PANEL SIZE (MIN) 48" X 48"A 24" X 30"C SPEED LIMIT40 24TH ST. (CA-178) SPEED LIMIT40 24TH ST. (CA-178) LIMIT40 24TH ST. (CA-178)15'24-30000040 08/13/24 24-30000040 08/13/24  2A. ST T+ ST CA  AND 2A. ST ALPR CA0(RA  PL W2R. AR(A  2)  P2ST0IL(  .(R   SCALE: 1" = 60' A CONGRUEX COMPANYR PLANS PREPARED BY: CALTRANS (DISTRICT-6), CA ALPR CAMERA INSTALLATION TRAFFIC CONTROL PLAN P2ST0IL( 0ATC+LIN( C S(( S+((T  2)  CALTRANS TCP DRAWING0ATC+LIN( DS(( S+((T  2) SIDEWALKBIKE LANE BIKE LANESIDEWALKOAK ST. 12'250' A A AB80'MAX.SIDEWALK SIDEWALKSIDEWALKSIDEWALKBIKE LANEBIKE LANE PAINTED MEDIANBIKE LANE BIKE LANESPEED LIMIT 40 TAKE LANE AT POCKET ORIGIN 12'SIDEWALKOAK ST. SPEED LIMIT40 250'A SI DE W A L K 320' M E R G E TA P E 250' 250' 250' SI DE W A L K SIDE W A L K BI K E LA N E A A A B SH O U L D E R SH OU L D E R A SIDE W A L K 250' RASIED MEDIAN SPEED LIMIT40 24TH ST. (CA-178) SPEED LIMIT40 24TH ST. (CA-178) SPEED LIMIT40 24TH ST. (CA-178) BIKE L ANE ACCESS TO DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. SIGNAGE MUST NOT DISTURB SOIL SIGN PANEL SIZE (MIN) 48" X 48"A 36" X 18"B 24-30000040 08/13/24 24-30000040 08/13/24  2A. ST T+ ST CA  AND 2A. ST ALPR CA0(RA  PL W2R. AR(A  2)  P2ST0IL(  .(R   SCALE: 1" = 60' A CONGRUEX COMPANYR PLANS PREPARED BY: CALTRANS (DISTRICT-6), CA ALPR CAMERA INSTALLATION TRAFFIC CONTROL PLAN CALTRANS TCP DRAWING SIGNAL P+AS( D(TAIL SIGNAL P+AS( D(TAIL  SCALE: 1" = 60' RAISED MEDIAN BIK E LANEPAR KWAYSIDEWALK SIDEWALK PARKWAY BIKE LANESIDEWALKSIDEWALK SIDEWALKSIDEWALKSIDEWA LK BUS STOP RAISED MEDIAN PARK WAY BIKE TRAIL 12'15'12' 15'950' BUF F E R 355' A A B D A MUST RIGHT LANE TURN RIGHT C 80' MAX. S BIKE LANEBIKE LANEAD A E 12'80' MAX.15'TAKE LANE AT POCKET ORIGIN OAK ST.SPEED LIMIT 40 SPEED LIMIT40 24TH ST. (CA-178) PATH OF OVERHANG PATH OF FRONT WHEEL PATH OF REAR WHEEL72'S WEPT WI DTH 3 0' R5 6'RAISED MEDIAN BIKE LANEPARKWAYSIDEWALK SIDEWALK PARKWAY BIKE LANESIDEWALKSIDEWALK SIDEWALKSIDEWALKSIDEWAL K BUS STO P RAIS E D M E D I AN PAR K WAY BIKE TRAIL 12'15'12'15'950' BU F F E R 355' A A B D A MUSTRIGHT LANE TURN RIGHT C 80' MAX. SIDE WAL K PARK WA Y S BIKE LANEBIKE LANEAD A E 12'80' MAX.15'TAKE LANE AT POCKET ORIGIN OAK ST. SPEED LIMIT40 SPEED LIMIT40 24TH ST. (CA-178) PATH OF OVERHANGPATH OF FRONT WHEEL PATH OF REAR WHEEL 72'SWEPTWI DTH 30 'R5 6 ' 24-30000040 08/13/24 24-30000040 08/13/24