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HomeMy WebLinkAbout1601 Truxtun Ave.23-30000033 09/19/23 23-30000033 09/19/23 23-30000033 09/19/23 23-30000033 09/19/23 23-30000033 09/19/23 23-30000033 09/19/23 23-30000033 09/19/23 23-30000033 09/19/23 23-30000033 09/19/23 23-30000033 09/19/23 23-30000033 09/19/23 23-30000033 09/19/23 23-30000033 09/19/23 DATE REV DESCRIPTION T.01 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 05/12/2023 0 PRELIMJTR SHEET:REV: 0 ---- ---- ---- ---- BAKERSFIELD POLICE DEPARTMENT CONTACT LIST COVER SHEET & LOCATION MAPS DRAWING INDEX 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 SEE APPROVED PERMIT FOR LISTED INSPECTOR* ON BEHALF OF 1600 TRUXTON AVE, BAKERSFIELD, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD COVER SHEET & LOCATION MAPS SYMBOLOGY & ABBREVIATIONS GENERAL NOTES PLAN DRAWINGS EQUIPMENT & FOUNDATION DETAILS T.01 T.02 SPEC.01 - SPEC .07 GN.01 - GN.02 A.01 - A.26 STATE OF CALIFORNIA CITY OF BAKERSFIELD N #A.01 #A.02 #A.03 #A.04 #A.05 #A.06 #A.07 #A.08 #A.09 #A.10 #A.11 #A.12#A.13 #A.14 #A.15 #A.16 #A.17 #A.18 #A.19 #A.20 #A.21 #A.22 #A.23#A.24 LICENSE PLATE READER CAMERA INSTALLATION PERMITTING LUIS MARTINEZ LUIS.MARTINEZ@FLOCKSAFETY.COM #A.25 #A.26 PROJECT MANAGER LINDSEY OELLERICH LINDSEY.OELLERICH@FLOCKSAFETY.COM Digitally signed by Michael B Leeper Date: 2023.06.05 08:04:29-07'00' 23-30000033 09/19/23 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 CCSYMBOLOGY 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] 23-30000033 09/19/23 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] GN.01 GENERAL & CONSTRUCTION NOTES 1. FLOCK SAFETY SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES 48 PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL BE RESPONSIBLE TO APPLY AND OBTAIN AN APPROVED TRAFFIC CONTROL PLAN IN ACCORDANCE WITH MUTCDAND LOCAL STANDARDS AS REQUIRED. 3. CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE ALL DISTURBED AREAS TO ORIGINAL CONDITION TO STATE DEPARTMENT OFTRANSPORTATION AND LOCAL AGENCY SATISFACTION AT NO ADDITIONAL COMPENSATION. 4. ALL WORK SHALL CONFORM TO ALL APPLICABLE ELECTRICAL CODES EXCEPT WHEN SATE DEPARTMENT OF TRANSPORTATION ANDLOCAL AGENCY STANDARDS SUPERSEDE. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND LOCAL AGENCY SPECIFICATIONS UNLESS SPECIFICALLY STATED ORSHOWN OTHERWISE HEREIN. 6. THE WORK INVOLVING INSTALLATION OF FLOCK SAFETY ALPR CAMERAS INVOLVING TEMPORARY LANE CLOSURES ARE TO BE DONE BETWEEN THEHOURS OF 8:00AM AND 5:00PM. MONDAY THROUGH FRIDAY UNLESS OTHERWISE STATED BY THE DEPARTMENT. 7. WHEN INSTALLING FLOCK SAFETY PROVIDED POLES, A MINIMUM OF 2’ SEPARATION SHALL BE MAINTAINED FROM ALL EXISTING UTILITIES ANDSTORM DRAIN STRUCTURES. 8. IF THE PROPOSED UTILITY 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 GIVENLOCATIONS WHERE CONFLICTS OCCUR. 9. 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. 10. ALL TEMPORARY PEDESTRIAN PATHWAYS MUST BE FIRM AND UNYIELDING. 11. ANY SIDEWALK DISTURBED WILL BE REPLACED BY SECTION WITHIN 72 HOURS TO GENERAL SPECIFICATIONS. 12. THE GENERAL 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. 13. THE PERMITTEE SHALL NOTIFY THE GENERAL OF DATE OF COMPLETION, REQUEST A FINAL INSPECTION AND A NOTICE OF FINAL ACCEPTANCE. 14. ALL CONSTRUCTION AND/OR MAINTENANCE ON THE GENERAL RIGHT OF WAY SHALL CONFORM TO THE FEDERAL MANUAL ON UNIFORM TRAFFICDEVICES, THE GENERAL ROADWAY AND TRAFFIC DESIGN STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, PLANS PREPARATIONMANUAL AND DRAINAGE MANUAL. 15. ANY SIDEWALK DAMAGED AS A RESULT OF WORK BEING PERFORMED IN ASSOCIATION WITH THE PERMITTEE AND CONTRACTOR SHALL BE REMOVED AND REPLACED. 16. THE CONTRACTOR SHALL HAVE AN AUTHORIZED PERSON AVAILABLE AT/OR NEAR THE WORK SITE ON A 24 HOUR BASIS, 7 DAYS A WEEK IN ORDER TO ADDRESS EMERGENCY ISSUES ASSOCIATED WITH THE PROJECT. 17. NO STOCKPILING, STORING OR SEMI PERMANENT USE OF THE RIGHT OF WAY IS AUTHORIZED UNLESS SPECIFICALLY IDENTIFIED WITHIN THEPERMIT. 18. NO WORK SHALL BE PERFORMED DURING ANY STATE OR FEDERAL HOLIDAYS UNLESS OTHERWISE APPROVED BY THE GENERAL. 19. THE PERMITTED WORK SCHEDULE IS DEFINED AS MONDAY THROUGH FRIDAY 8:00AM TO 5:00PM 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. 20. THE DEPARTMENT RESERVES THE RIGHT TO MAKE ADJUSTMENTS TO ANY PERMITTED METHODS OF INSTALLATION, SCOPE OF WORK ANDRESTORATION THAT MAY BE REQUIRED TO POSITIVELY SUPPORT LIFE, SAFETY AND ENVIRONMENTAL WELL BEING OF ALL USERS OF THETRANSPORTATION SYSTEM. 21. PERMITTEE SHALL NOT BEGIN ANY WORK ALONG GENERAL RIGHT-OF-WAY UNTIL THE INPECTION OF THE PERMIT ARE MET. 22. PRIOR TO CLOSING A LANE, THE PERMITTEE SHALL PROVIDE A SUTIABLE TRAFFIC CONTROL PLAN AS PER FEDERAL MANUAL TRAFFIC CONTROLSTANDARDS DEPICTING ALL WORK BEING DONE. THE UTILITY OWNER IS NOT REQUIRED TO REPORT LANE CLOSURES FOR EMERGENCIES. 23. IT WILL BE THE RESPONSIBILITY OF THE PERMITTEE TO REPAIR ANY DAMAGE TO GENERAL FACILITIES AND/OR PRIVATE PROPERTY CAUSED BYCONSTRUCTION OF THE PROJECT. DESIGN NOTES: 1. POLE AND FOUNDATION DESIGNED PER CURRENT STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORT FOR HIGHWAY SIGNS,LUMINAIRES AND TRAFFIC SIGNALS. 2. POLE DESIGN WIND SPEED IS 85 MPH, 110 MPH, 130 MPH, AND 150 MPH BASED ON A 300-YEAR MRI. 3. CONCRETE SHALL HAVE A MINIMUM 28-DAY DESIGN STRENGTH OF 3000 PSI, AND HAVE AT LEAST 505 POUNDS OF CEMENTITIOUSMATERIAL PER CUBIC YARD. 4. PROVIDE A FLAT BEARING SURFACE ON TOP SURFACE ON TOP SHAFT BELOW THE POLE BASE. SLOPE TOP SURFACE OF CONCRETESHAFT OUTSIDE OF POLE BASE TO DRAIN AWAY FROM POLE. 5. DO NOT USE THIS DETAIL FOR SITES WHERE SOIL CONSISTS OF SOFT CLAY, PEAT OR ANY OTHER SOIL WHERE A SMALL DIAMETERREBAR (#5 OR SMALLER) OR METAL PROBE PENETRATES EASILY TO 6" OR MORE OF DEPTH WHEN THE FULL WEIGHT OF A PERSON ISAPPLIED. ADA COMPLIANCE NOTES: 1. ALL SIDEWALK CONSTRUCTION SHALL BE IN ACCORDANCE WITH ADA TITLE II AND ALL FEDERAL, STATE, AND LOCAL STANDARDS. 2. USE STANDARD WATCH MANUAL PLANS FOR PEDESTRIAN CONTROL PLANS FOR CLOSURE OF SIDEWALK. 3. MINIMUM SIDEWALK CLEAR PEDESTRIAN ACCESS ROUTE (PAR) IS 48" WIDE. 4. NO OBSTRUCTION IS PERMITTED ALONG THE WIDTH OF THE SIDEWALK UP TO 7'-0" IN HEIGHT. COUNTY NOTES: 1. CURRENT A.D.A. STANDARDS SHALL BE UPHELD AT ALL TIMES. 2. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTY IN THE VICINITY OF THE CONSTRUCTION. 3. CONTRACTOR SHALL PROVIDE SAFE ACCESS PER CURRENT GENERAL STANDARDS FOR ALL PEDESTRIAN TRAFFIC REGULATIONS ONALL EXCAVATIONS OPENED IN THE TRAFFIC ZONE CONTROL AREA. 4. CONTRACTOR SHALL RESTORE RIGHT-OF-WAY TO EQUAL OR BETTER CONDITION UPON COMPLETION OF WORK. GENERAL NOTES: 1. ALL WORK PERFORMED WITHIN THE GENERAL RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE CURRENT GENERAL STANDARDS. 2. SHOULD A CONFLICT ARISE BETWEEN THE DETAILS SHOWN IN THE PLANS AND THE DEPARTMENT OF TRANSPORTATION STANDARDS, THEENGINEER/PERMITTEE SHALL IMMEDIATELY CONFER WITH THE 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 DEPARTMENTSMINIMUM STANDARDS BE ALLOWED. 3. ALL TRAFFIC STRIPING AND MARKINGS ARE TO BE LEAD-FREE, NON-SOLVENT BASED THERMOPLASTIC. 4. ALL DISTURBED AREA WITHIN THE RIGHT-OF-WAY WILL BE RESTORED TO ORIGINAL OR BETTER CONDITION BY GRADING AND SODDING IN AREADISTURBED. 5. BURNING OF ANY MATERIAL OR DEBRIS IS PROHIBITED IN GENERAL RIGHT-OF-WAY. 6. ALL LANES MUST BE OPENED FOR TRAFFIC DURING AN EVACUATION NOTICE OF A CATASTROPHIC EVENT AND SHALL REMAIN OPEN FOR THEDURATION OF THE EVACUATION OR EVENT. 7. THE CONTRACTOR SHALL NOTIFY JURISDICTION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN GENERAL RIGHT-OF-WAY AS PER ISSUED PERMIT. 8. ALL AREAS WITHIN GENERAL R/W DISTURBED BY CONSTRUCTION SHALL BE RE-GRADED AND SODDED WITH LIKE-KIND SOD WITHIN (7) DAYS. 1.0 SCOPE OF WORK 1.1 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 SAFETYPROVIDED POLES, POLE MOUNTED SOLAR PANELS, AND EXTERNAL BATTERY PACKAGES. 2.0 DRAWINGS 2.1 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. 2.2 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. ALL UNUSED AND REQUESTED SALVAGED MATERIAL TO BE RETURNED TO SAME ADDRESS. 2.3 THE RECEIPT OF ALL MATERIALS SHALL BE CONSTRUED AS CONCLUSIVE EVIDENCE THAT THE INSTALLER HAS MADE ALL NECESSARY EXAMINATION AND INSPECTIONS, AND IS SATISFIED AS TO THE QUALITY AND QUANTITY OF MATERIALS RECEIVED. 2.4 ANY AND ALL MATERIALS THAT MAY BECOME LOST, STOLEN OR DAMAGED SHALL BE REPLACED BY THE INSTALLER AT HIS SOLE EXPENSE, AND ANYDELAY INCURRED SHALL NOT BE CAUSE FOR AN EXTENSION IN TIME. 2.5 ALL UNUSED MATERIALS SUPPLIED BY FLOCK SAFETY BUT NOT USED IN THE COMPLETION OF WORK SHALL BE RETURNED TO FLOCK SAFETYFOURTEEN (14) DAYS AFTER INSTALL COMPLETION. FLOCK SAFETY WILL ARRANGE FOR THE TRANSPORTATION OF THESE MATERIALS. 3.0 PERMITS 3.1 FLOCK SAFETY HAS OBTAINED OR WILL OBTAIN PERMITS FROM DEPARTMENTS AND/OR AGENCIES OF CITIES, COUNTIES, STATES, FEDERALGOVERNMENT, RAILROAD OR OTHER ENTITIES, WHICH PROVIDE FOR THE PLACING OF PIPES AND/OR CABLE UNDER DITCH, TRACKS AND ROADS ANDPLACING PIPES AND/OR CABLE ALONG AND WITHIN PUBLIC OR PRIVATE ROAD RIGHTS OF WAY AND RAILROAD RIGHTS. 3.2 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. 3.3 ALL TRAFFIC CONTROL, IF APPLICABLE, SHALL BE IN ACCORDANCE WITH LOCAL, STATE, COUNTY, OR PERMITTING AGENCY LAWS, REGULATIONS, AND REQUIREMENTS, AND WILL BE THE INSTALLER’S RESPONSIBILITY. TRAFFIC CONTROL PLANS PROVIDED BY CURRENT GENERAL DESIGNSTANDARDS. 4.0 SAFETY AND PRECAUTIONS 4.1 ALL PERSONNEL ARE REQUIRED TO ABIDE BY ALL RULES AND REGULATIONS SET FORTH IN THE FLOCK SAFETY REQUIREMENTS, RAILROAD SAFETYCODE AND GOVERNING JURISDICTION. 4.2 THE WORK UNDER THIS INSTALLATION WILL BE CONSTRUCTED ALONG RIGHTS OF WAY THAT MAY CONTAIN EXISTING AND OPERATIONALUTILITIES. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCATING EXISTING UTILITIES AND FOR COMPLIANCE WITH THE REQUIREMENTS OFANY STATEWIDE AND/OR LOCAL AREA IN ADVANCE OF ANY EXCAVATION, BORING OR PLACING WORK AND THE CONTRACTOR SHALL LOCATE ANDEXPOSE BY HAND ALL EXISTING SUBSURFACE PLANT. ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT HISSOLE EXPENSE AND ANY DELAY INCURRED SHALL NOT BE CAUSE FOR AN EXTENSION IN THE TIME OF THE CONTRACT. 4.3 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 OROTHERWISE AFFECTED BY THE WORK. 4.4 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. 4.5 DURING ALL PHASES OF CONSTRUCTION, THE INSTALLER SHALL MAINTAIN WORK AREAS IN A NEAT AND ORDERLY MANNER. CONSTRUCTIONEQUIPMENT, MATERIAL AND SUPPLIES THAT ARE STORED ON THE RIGHT OF WAY SHALL NOT RESTRICT ACCESS TO SUCH RIGHT OF WAY OR THERIGHT OF WAY ITSELF. 5.0 SECURITY 5.1 INSTALLER IS RESPONSIBLE FOR ALL SECURITY REQUIRED TO PROTECT HIS WAREHOUSE, LAYDOWN, AND STAGING AREA AND THE USE OFOUTSIDE PLANT WORK. SECURITY SHALL ALSO INCLUDE TRAFFIC CONTROL WHERE REQUIRED INCLUDING THE USE OF OFF DUTY POLICE OFFICERS. 6.0 STAKING AND SCHEDULING 6.1 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 DELAYSAND INTERFERENCE. 6.2 FLOCK SAFETY WILL PROVIDE RAILROAD, FLAGMEN AND SIGNALMEN AS REQUIRED; HOWEVER, THE CONTRACTOR SHALL BE REQUIRED TOCOORDINATE ITS NEEDS FOR SUCH SIGNALMEN AND FLAGMEN WITH FLOCK SAFETY. 6.3 IN ADDITION TO THE SCHEDULING REQUIREMENTS IN THE GENERAL PROVISIONS, UPON REQUEST THE CONTRACTOR SHALL ALSO SUBMIT TO THEFLOCK SAFETY PROJECT SUPERVISOR, DAILY CREW ASSIGNMENT REPORTS SPECIFYING CREW AND CREW COMPOSITION AND WORK LOCATION. 7.0 SPECIAL CONSIDERATIONS 7.1 IN THE EVENT OF HIRING A CONTRATOR; DURING THE BIDDING PROCESS THE CONTRACTOR SHOULD CONSIDER THE FOLLOWING ITEMS: 7.1.1 ALL WASTE AND/OR ABANDONED MATERIALS TO BE REMOVED SHALL BE DISPOSED OF AT A “RECOGNIZED DUMP FACILITY” IN THE AREA ASDESIGNATED BY THE LOCAL GOVERNING AUTHORITY. 23-30000033 09/19/23 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] GN.02 LOCATION DATA 23-30000033 09/19/23 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.01 LOOKING WEST A.01 1 SPEC. 03 1 1 - 4 SPEC. 02 MING AVE 1 PROPOSED FLOCK EQUIPMENT ON EXISTING STREETLIGHT POLE 022 MING AVE (LANE 2 & 3) @ HWY 99 WB 35.33962720745808,-119.04172085103428 6'-6" FROM EDGE OF PAYMENT *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 MING AVE 6'-6"C6'-6"9'44'44'12'-6"53'57'110'53'-6"43'-6"46'97'23-30000033 09/19/23 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.02 LOOKING EAST MING AVE A.02 1 SPEC. 03 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON EXISTING STREETLIGHT POLE 024 MING AVE @ FREMONT ST EB 35.3393327398378,-119.0233270271412 6'-6" FROM CURB FACE *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 41'41'18'-6"50'-6"59'-6"110'10'-6"40'-6"40'-6"18'-6"51'-6"59'-6"110'-6"6'-6"MING AVE 6'-6" 6'17'-6" 17'-6" 18'-6" 24' 36'-6"60'C4'-6"9'-6"FREMONT ST23-30000033 09/19/23 C N 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.03 LOOKING NORTH COFFEE RD A.03 1 SPEC. 04 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON EXISTING TRAFFIC CONTROL SIGNAL 027 COFFEE RD (LANES 1 & 2) @ ROSEDALE 35.3836914640297,-119.09198841316318 9'-6" FROM FOG LINE *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 CCOFFEE RDROSEDALE HWY 9'-6" 9'-6"6'3'-6" 44' 44' 6' 47'-6"47'-6"47'-6"10'-6"58'44' 44'13' 56'-6"8'47'-6"47'-6"55'-6"23-30000033 09/19/23 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.04 LOOKING EAST FLUSHING QUAIL RD A.04 1 SPEC. 04 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON EXISTING TRAFFIC CONTROL SIGNAL 028 FLUSHING QUAIL RD @ CALLOWAY DR EB 35.38599255371937,-119.10967739533147 9'-6" FROM FOG LINE *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 C9'-6" FLUSHING QUAIL RDCALLOWAY DR6'-6"42'-6"42'-6" 18'-6" 49'61'-6"110'-6" 5'-6" 49'49'17' 54'-6"65'-6" 120'19'19'9'-6 " 9'21'-6"21'-6"4'7'-6"23-30000033 09/19/23 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.05 LOOKING EAST PANAMA LN A.05 1 SPEC. 04 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON EXISTING TRAFFIC CONTROL SIGNAL 029 PANAMA LN @ 99 HWY ON RAMP EB 35.295756979932186,-119.03184382590133 5'-0" FROM EDGE OF PAVEMENT *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 5'-0"CPANAMA LN 5'-0"21'-6" 20'-6" 21'-6" 42'37'37'37'-6"37'-6"24'61'-6"23-30000033 09/19/23 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.06 LOOKING SOUTH GOSFORD RD A.06 1 SPEC. 04 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON EXISTING TRAFFIC CONTROL SIGNAL 030 GOSFORD RD (LANES 2 & 3) @ DISTRICT BLVD SB 35.31300675798716,-119.09236269310829 8'-6" FROM EDGE OF PAVEMENT *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 C8'-6" GOSFORD RDDISTRICT BLVD SB8'-6"12'32'-6"32'-6"13'-6"44'46'90'-6"3'-6" 45' 45' 16'-6" 48'61'-6"109'-6" 4' 50'-6"50'-6" 20' 54'-6"70'-6" 125'13'32'-6"32'-6"13'45'-6"45'-6"91'8'7'-6"23-30000033 09/19/23 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.07 LOOKING EAST MING AVE A.07 1 SPEC. 03 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON EXISTING STREETLIGHT POLE 031 MING AVE (LANES 2 & 3) @ S REAL RD EB 35.33938390664685,-119.04522830418678 7'-6" FROM EDGE OF PAYMENT *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 C7'-6" MING AVE 7'-6"10'-6"44'44'12'-6"54'-6"56'110'-6"10'-6"44'44'12'-6"54'-6"56'110'-6"6'23-30000033 09/19/23 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.08 LOOKING EAST HARRIS RD A.08 1 SPEC. 03 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON EXISTING STREETLIGHT POLE 032 HARRIS RD @ YOUNG ST EB 35.303310710448315,-119.09771588519848 8'-6" FROM FOG LINE *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 C8'-6" HARRIS RD 8'-6"11'-6"32'32'14'-6"43'-6"46'-6"90'11'-6"32'32'15'-6"43'-6"47'-6"91'8'-6"23-30000033 09/19/23 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.09 LOOKING WEST HARRIS RD CA.09 1 SPEC. 04 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON EXISTING TRAFFIC CONTROL SIGNAL 033 HARRIS RD @ GOSFORD RD WB 35.30351952472823,-119.09248189140035 2'-6" FROM EDGE OF PAVEMENT *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 GOSFORD RDHARRIS RD 2'-6" 2'-6" 2'-6"55'55' 17'-6" 57'-6"72'-6" 130'12'43'43'12'-6"55'-6"55'-6"111'3' 57'57'13'-6" 60'70'-6"130'-6"12'-6"42'42'14'-6"54'-6"56'-6"110'-6"8'-6"23-30000033 09/19/23 CN LOOKING SOUTH 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.10 S H ST CA.10 1 SPEC. 04 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON EXISTING TRAFFIC CONTROL SIGNAL 034 S H ST @ BRUNDAGE LN SB 35.35385241489802,-119.02144955117987 5'-6" FROM EDGE OF PAVEMENT *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 5'-6" BRUNDAGE LN S H ST5'-6" 7' 43'43' 18' 50'61'-6"111'5'-6"29'-6"29'-6"26'35'55'-6"90'-6"30'-6"30'17'-6"34'47'-6"81'-6"3'-6" 32'-6"32'-6"22'-6" 29'55' 84'3'-6"23-30000033 09/19/23 CN LOOKING SOUTH 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.11 S CHESTER AVE A.11 1 SPEC. 04 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON EXISTING TRAFFIC CONTROL SIGNAL #35 S CHESTER AVE @ BRUNDAGE LN SB 35.35380328856413,-119.01914166647138 4'-6" FROM EDGE OF PAVEMENT *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 C4'-6' BRUNDAGE LNS CHESTER AVE4'-6" 14'-6" 41' 41' 30'-6" 55'-6" 71'-6" 127'-6"7'30'30'11'-6"37'41'-6"78'-6"13'-6" 39'-6" 39'-6" 17'-6" 53' 57'110'10'37'37'28'47'65'111'-6"23-30000033 09/19/23 C N LOOKING NORTH 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.12 S CHESTER AVE A.12 1 SPEC. 03 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON EXISTING STREETLIGHT POLE 036 S CHESTER AVE (LANES 2,3) @ TERRACE WAY NB 35.35042834432052,-119.01880729370976 10'-0" FROM EDGE OF PAVEMENT *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 C10'-0"S CHESTER AVETERRACE WAY 10'-0"9'20'-6"20'-6"10'-6"29'-6"31'60'-6"6'-6" 42'-6"42'-6" 19'-6"49'62' 111' 7'22'22'10'28'-6"32'60'-6"33'7'-6"40'-6"16'-6" 56'-6"40'-6" 97' 6'-6" 23-30000033 09/19/23 C N LOOKING NORTH 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.13 S H ST A.13 1 SPEC. 01 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON PROPOSED 12'-0" FLOCK POLE 037 S H ST @ TERRACE WAY NB 35.35042301725335,-119.02109877419618 4'-0" FROM CURB FACE *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 4'-0"S H STTERRACE WAY 4'-0"C6"43'-6" 43'-6" 16' 7'-6"43' 59'-6"102'-6"12'16'16'28'4'-6" 44' 44' 48'10'-6"17'17'15'28'32'60'23-30000033 09/19/23 C N LOOKING NORTHWEST 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.14 CALIFORNIA AVE A.14 1 SPEC. 01 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON PROPOSED 12'-0" FLOCK POLE 039 CALIFORNIA AVE (LANES 1 & 2) @ STOCKDALE HWY NB 35.35520702593976,-119.06114132440236 5'-0" FROM CURB FACE *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 5'-0"CALIFORNIA AVE5'-0" 19' 54' 54' 15'-6" 73' 69'-6" 142'-6" 8'-6" 51' 51' 16'-6" 59'-6" 67'-6" 126'-6" 23-30000033 09/19/23 CN LOOKING SOUTH 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.15 NEW STINE RD A.15 1 SPEC. 04 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON EXISTING TRAFFIC CONTROL SIGNAL 040 NEW STINE RD (LANES 2 & 3) @ STOCKDALE HWY SB 35.35403659068152,-119.06134666221473 8'-0" FROM CURB FACE *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 C8'-0"NEW STINE RDSTOCKDALE HWY 8'-0" 10'38'-6"38'-6" 10'-6"48'49'97'4'-6"37'-6"37'-6"6'42'-6"44'86'-6"6"34'34'6'-6"33'-6"40'-6"74'4' 33'-6"33'-6"7' 40'-6"37' 77'-6" 23-30000033 09/19/23 CN LOOKING SOUTH 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.16 NEW STONE RD A.16 1 SPEC. 01 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON PROPOSED 12'-0" FLOCK POLE 041 NEW STINE RD (LANES 1 & 2) @ STOCKDALE HWY SB 35.35242727179778,-119.06118061919163 3'-0" FROM CURB FACE *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 3'-0"NEW STONE RD3'-0" 4'-6"44'44' 17'-6" 48'-6"61'-6" 110' 4'-6" 44'44' 17'-6" 48'-6"61'-6" 110' 23-30000033 09/19/23 CN LOOKING EAST 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.17 STOCKDALE HWY A.17 1 SPEC. 01 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON PROPOSED 12'-0" FLOCK POLE 042 STOCKDALE HWY (LANES 1 & 2) @ CALIFORNIA AVE WB 35.354269451427065,-119.06280994101621 3'-0" FROM CURB FACE *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 3'-0" STOCKDALE HWY3'-0"1'-6"48'48'9'-6"49'-6"57'-6"107'4'44'44'14'48'58'106'23-30000033 09/19/23 CN LOOKING WEST 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.18 STOCKDALE HWY CA.18 1 SPEC. 03 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON EXISTING STREETLIGHT POLE 043 STOCKDALE HWY (LANES 2 & 3) @ CALIFORNIA AVE WB 35.35440083058926,-119.06239205996347 8'-0" FROM CURB FACE *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 8'-0" STOCKDALE HWY 8'-0" 1'49'49'9'48'58'106'3'-6"45'-6"45'-6"12'49'-6"58'107'23-30000033 09/19/23 CN LOOKING EAST 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.19 STOCKDALE HWY CA.19 1 SPEC. 04 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON EXISTING TRAFFIC CONTROL SIGNAL 044 STOCKDALE HWY (LANES 2 & 3) @ CALIFORNIA AVE EB 35.35408650197846,-119.0609103381905 9'-0" FROM CURB FACE *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 9'-0" STOCKDALE HWY 9'-0"6'-6"53'53'9'-6"59'-6"63'122'-6"5' 47'-6"47'-6"9'-6" 52'-6"57'109'-6" 6"48'48'9'48'57'105'14'-6" 53'-6"53'-6" 13'-6" 68'67'135' 23-30000033 09/19/23 CN LOOKING EAST 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.20 STOCKDALE HWY A.20 1 SPEC. 01 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON PROPOSED 12'-0" FLOCK POLE 045 STOCKDALE HWY (LANES 1 & 2)@ NEW STINE RD EB 35.35421754120127,-119.05994366358071 4'-0" FROM CURB FACE *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 4'-0" STOCKDALE HWY 4'-0"9'49'49'12'-6"58'-6"61'-6"120'10'-6"53'-6"53'-6"9'-6"64'63'126'-6"23-30000033 09/19/23 CN LOOKING WEST 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.21 BELLE TERRACE A.21 1 SPEC. 01 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON PROPOSED 12'-0" FLOCK POLE 048 BELLE TERRACE @ VALHALLA DR WB 35.34695500058473,-119.05523919695953 6'-6" FROM FOG LINE *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 6'-6" BELLE TERRACE VALHALLA DR6'-6"C15'-6"29'-6"29'-6"14'45'43'-6"88'-6"16'29'29'12'45'-6"41'86'-6"7' 18' 18' 17'-6" 25' 35'-6" 60'-6" 23-30000033 09/19/23 CN LOOKING EAST 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.22 BELLE TERRACE CA.22 1 SPEC. 03 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON EXISTING STREETLIGHT POLE 049 BELLE TERRACE @ VALHALLA DR EB 35.34675931540937,-119.05499105272337 6'-0" FROM CURB FACE *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 6'-0" BELLE TERRACE VALHALLA DR6'-0"15'-6"30'30'13'6'45'-6"43'88'-6"16'30'30'10'-6"46'40'-6"86'-6"18'7' 18' 17'-6" 6'-6" 25'35'-6" 60'-6" 23-30000033 09/19/23 CN LOOKING EAST 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.23 WHITE LN A.23 1 SPEC. 03 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON EXISTING STREETLIGHT POLE 050 WHITE LN (LANES 2 & 3) @ LETZING LN EB 35.31753088361803,-119.02462091625742 9'-0" FROM CURB FACE *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 7'-6"45'45'10'-6"52'-6"56'108'-6"7'45'45'52'-6"9'-0" WHITE LN 9'-0"C8'-6"23-30000033 09/19/23 CN LOOKING WEST 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.24 WHITE LN A.24 1 SPEC. 03 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON EXISTING STREETLIGHT POLE 051 WHITE LN (LANES 2 & 3) @ WIBLE RD WB 35.317847953127334,-119.04012042433638 8'-6" FROM CURB FACE *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 3'-6"47'-6"47'-6"12'-6"51'59'-6"110'-6"5'47'47'12'52'58'-6"110'-6"8'-6" WHITE LN 8'-6"8'C23-30000033 09/19/23 CN LOOKING NORTHWEST 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.25 LANCASHIRE ST CA.25 1 SPEC. 01 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON PROPOSED 12'-0" FLOCK POLE 052 LANCASHIRE ST @ CAMINO MEDIA WB 35.344276026736814,-119.09385017837333 6'-6" FROM CURB FACE *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 6'-6"LANCASHIRE ST 2'-6" 23' 23' 12'-6" 25'-6" 35'-6" 60 '-6" 5'-6" 18' 18' 18'-6" 8' 23'-6"36'-6"60' 9'- 6 " 1 5' - 6 "15' - 6 " 1 9 ' 25 ' 3 4 ' - 6 " 5 9 ' - 6 " 23-30000033 09/19/23 CN LOOKING SOUTHEAST 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.26 SOUTHAMPTON BLVD CA.26 1 SPEC. 01 1 1 - 4 SPEC. 02 1 PROPOSED FLOCK EQUIPMENT ON PROPOSED 12'-0" FLOCK POLE 053 SOUTHAMPTON BLVD @ GUILDFORD ST SB 35.34881146683685,-119.09378220782934 5'-6" FROM CURB FACE *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 5'-6"SOUTHAMPTON BLVDGUILDFORD ST 5'-6"10'16'16'10'-6"25'-6"26'-6"52'4'-6"18'-6"18'-6"18' 23' 37'60' 5'-6" 4'-6"18'-6"18'-6"18'-6" 23' 37' 60' 23-30000033 09/19/23 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] SPEC.01 11 SCALE: N/A POLE ELEVATION DETAIL 2.5STD ALUMINUM POLE (SEE SPEC.02) (SEE SPEC.02) (SEE SPEC.02) 23-30000033 09/19/23 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] SPEC.05 23-30000033 09/19/23 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] SPEC.02 PIPE DETAIL 60 WATT SOLAR PANEL DETAIL (TOP MOUNTED) FLOCK SAFETY "FALCON" CAMERA 1 3 2 4 5 1 1/2" TO 3 1/2" (38 MM TO 89 MM 9/16" 3/8" HEX 0.022"QUICK-RELEASE CLAMP FOR FIRM HOSE AND TUBE, 201 STAINLESS STEEL WITH 410 STAINLESS STEEL SCREW NOT USED 2.5STD ALUMINUM PIPE 23-30000033 09/19/23 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] SPEC.03 11 SCALE: N/A POLE ELEVATION DETAIL ITEM NO. PART NUMBER DESCRIPTION WEIGHT (LB) QTY. 1 702-00012 FLOCK SAFETY CAMERA MOUNT 2.0 1 2 701-0059 FLOCK SAFETY CAMERA 3.6 1 3 PP-N30WB-CH7 SOLAR PANEL 17.0 1 NOTE: DRAWINGS BASED ON AVERAGE SIZE OF STREET LIGHT11'-0"14'-0"3 1 2 23-30000033 09/19/23 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 05/12/2023 0 PRELIMJTR 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, CA 93301 BAKERSFIELD POLICE DEPARTMENT LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 351727 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] SPEC.04 ITEM NO. PART NUMBER DESCRIPTION WEIGHT (LB) QTY. 1 702-00012 FLOCK SAFETY CAMERA MOUNT 2.0 1 2 701-0059 FLOCK SAFETY CAMERA 3.6 1 3 PP-N30WB-CH7 SOLAR PANEL 17.0 1 NOTE: DRAWINGS BASED ON TYPICAL TRAFFIC POLE11'-0"14'-0"3 2 11 SCALE: N/A POLE ELEVATION DETAIL 1 23-30000033 09/19/23 A CONGRUEX COMPANYR PLANS PREPARED BY: CITY OF BAKERSFIELD,CA ALPR CAMERA INSTALLATION COVER SHEET AND CAMERA LOCATION MAP C·SHEET 1: ·SHEET 2: ·SHEET 3: ·SHEET 4: ·SHEET 5-11: COVER SHEET CAMERA LOCATION MAP GENERAL NOTES AND TRAFFIC DESIGN TABLES CAMERA LOCATION INFORMATION TRAFFIC CONTROL PLAN INDEX OF DRAWINGS STATE OF CALIFORNIA CITY OF BAKERSFIELD SUBMITTED BY BAKERSFIELD POLICE DEPARTMENT AUTOMATIC LICENSE PLATE READING (ALPR) CAMERAS PERMIT LOCATION / VICINITY MAP C CAMERA #45 C CAMERA #39 C CAMERA #44 C CAMERA #43 C CAMERA #40 C CAMERA #49 CAMERA #42 C CCAMERA #48 CAMERA #41 23-30000033 09/19/23 A CONGRUEX COMPANYR PLANS PREPARED BY: CITY OF BAKERSFIELD,CA ALPR CAMERA INSTALLATION CAMERA #27 CAMERA LOCATION MAP C CAMERA LOCATION MAP C C C CCC C C C C CAMERA #37 CAMERA #36 CAMERA #35 CAMERA #34 CAMERA #24 CAMERA #22 CAMERA #31 CAMERA #51 CAMERA #50 CAMERA #29 C C CAMERA #28 C C CAMERA #30 CAMERA #33CAMERA #32 C C CAMERA #53 CAMERA #52 23-30000033 09/19/23 CITY OF BAKERSFIELD,CA ALPR CAMERA INSTALLATION A CONGRUEX COMPANYR PLANS PREPARED BY:GENERAL NOTES AND TRAFFIC DESIGN TABLES 1. TRAFFIC CONTROL PLAN SHALL CONFORM TO THE MOST CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (FHWA) 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 CITY OF BAKERSFIELD POLICE DEPARTMENT 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. GENERAL NOTES AND TRAFFIC DESIGN TABLES *** MINIMUM RECOMMENDED CHANNELIZING DEVICE AND SIGN SPACING 10025 65 42 158 25030 90 60 205 25035 125 82 25040 160 107 35045 270 180 35050 300 200 50055 330 220 257 315 378 446 520 25 30 40 45 50 50 125 180 245 320 540 600 660 50 60 70 80 90 100 100 35 SPEED (S) DIMENSION A SIGN SPACING DIMENSION B MERGING TAPER (L) DIMENSION C SHIFTING TAPER (L/2) DIMENSION D SHOULDER TAPER (L/3) DIMENSION E BUFFER SPACE MAXIMUM CHANNELIZER SPACING IN TAPER MAXIMUM CHANNELIZER SPACING IN TANGENT MPH FT FT FT FT FT FT FT *TAPER LENGTHS LISTED ARE VALID FOR 12' OFFSET OR LESS. 50065 390 260 682 50 780 100 50060 360 240 598 50 720 100 50070 420 280 771 50 840 100 23-30000033 09/19/23 CITY OF BAKERSFIELD,CA ALPR CAMERA INSTALLATION A CONGRUEX COMPANYR PLANS PREPARED BY: LOCATIONSCAMERA NO.STREET POLELATITUDE,LONGITUDEDIRECTION 22 EX. TRAFFIC SIGNAL POLE MING AVE. NORTHBOUND 35.339627207458,-119.041720851034 CAMERA LOCATION INFORMATION CAMERA LOCATION INFORMATION 24 MING AVE.35.3393327398378,-119.023327027141 27 NEW FLOCK POLECOFFEE RD. WESTBOUND 35.3836914640297,-119.091988413163 28 FLUSHING QUAIL RD.35.3859925537193,-119.109677395331 29 PANAMA LN.35.2957569799321,-119.031843825901 30 GOSFORD RD.35.3130067579871,-119.092362693108 31 MING AVE.35.3393839066468,-119.045228304186 32 HARRIS RD.35.3033107104483,-119.097715885198 33 35.3035195247282,-119.0924818914 34 S H ST.35.353852414898,-119.021449551179 35 S CHESTER AVE.35.3538032885641,-119.019141666471 36 S CHESTER AVE.35.3504283443205,-119.018807293709 37 S H ST.35.3504230172533,-119.021098774196 39 40 41 42 CALIFORNIA AVE.35.3552070259397,-119.061141324402 NEW STINE RD.35.3540365906815,-119.061346662214 35.3524272717977,-119.061180619191 STOCKDALE HWY.35.354269451427,-119.062809941016 43 35.3544008305892,-119.062392059963 44 35.3540865019784,-119.06091033819 45 35.3542175412012,-119.05994366358 48 BELLA TERRACE 35.3469550005847,-119.055239196959 49 35.3467593154093,-119.054991052723 50 WHITE LN.35.317530883618,-119.024620916257 51 35.3178479531273,-119.040120424336 52 LANCASHIRE ST.35.3442760267368,-119.093850178373 53 SOUTHAMPTON BLVD.35.3488114668368,-119.093782207829 EX. LIGHT POLE EX. TRAFFIC SIGNAL POLE EX. TRAFFIC SIGNAL POLE EX. TRAFFIC SIGNAL POLE EX. TRAFFIC SIGNAL POLE EX. TRAFFIC SIGNAL POLE EX. TRAFFIC SIGNAL POLE EX. TRAFFIC SIGNAL POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE NEW FLOCK POLE NEW FLOCK POLE NEW FLOCK POLE NEW FLOCK POLE NEW FLOCK POLE NEW FLOCK POLE NEW FLOCK POLE NEW FLOCK POLE EASTBOUND EASTBOUND EASTBOUND EASTBOUND EASTBOUND EASTBOUND EASTBOUND EASTBOUND EASTBOUND WESTBOUND WESTBOUND WESTBOUND WESTBOUND WESTBOUND WESTBOUND NORTHBOUND NORTHBOUND NORTHBOUND SOUTHBOUND SOUTHBOUND SOUTHBOUND SOUTHBOUND SOUTHBOUND SOUTHBOUND HARRIS RD. NEW STINE RD. STOCKDALE HWY. STOCKDALE HWY. STOCKDALE HWY. BELLA TERRACE WHITE LN. 23-30000033 09/19/23 CITY OF BAKERSFIELD,CA ALPR CAMERA INSTALLATION TRAFFIC CONTROL PLAN TYPICAL APPLICATION APPLIES TO: CAMERA #22 ON MING AVE. (WESTBOUND) BETWEEN S REAL RD. AND GOLDEN STATE HWY. (CA-99) (UNDERPASS) CAMERA #27 ON COFFEE RD. (NORTHBOUND) BETWEEN ROSEDALE HWY. AND GRANITE FALLS DR. A CONGRUEX COMPANYR PLANS PREPARED BY: CAMERA #30 ON GOSFORD RD. (SOUTHBOUND) BETWEEN DISTRICT BLVD. AND PACHECO RD. CAMERA #33 ON HARRIS RD. (WESTBOUND) BETWEEN YOUNG ST. AND GOSFORD RD. CAMERA #40 ON NEW STINE RD. (SOUTHBOUND) BETWEEN STOCKDALE HWY. AND DEMARET AVE. 23-30000033 09/19/23 CITY OF BAKERSFIELD,CA ALPR CAMERA INSTALLATION TRAFFIC CONTROL PLAN TYPICAL APPLICATION APPLIES TO: A CONGRUEX COMPANYR PLANS PREPARED BY: CAMERA #44 ON STOCKDALE HWY. (EASTBOUND) BETWEEN NEW STINE RD. AND VILLAGE LN. 23-30000033 09/19/23 CITY OF BAKERSFIELD,CA ALPR CAMERA INSTALLATION TRAFFIC CONTROL PLAN TYPICAL APPLICATION APPLIES TO: A CONGRUEX COMPANYR PLANS PREPARED BY: CAMERA #29 ON PANAMA LN. (EASTBOUND) BETWEEN DENNEN ST. AND GOLDEN STATE HWY. (CA-99) (UNDERPASS) CAMERA #31 ON MING AVE. (EASTBOUND) BETWEEN S REAL RD. AND LYMRIC WAY CAMERA #32 ON HARRIS RD. (EASTBOUND) BETWEEN YOUNG ST. AND GOSFORD RD. CAMERA #41 ON NEW STINE RD. (SOUTHBOUND) BETWEEN STOCKDALE HWY. AND DEMARET AVE. CAMERA #42 ON STOCKDALE HWY. (WESTBOUND) BETWEEN NEW STINE RD. AND CHERRY HILLS DR. 23-30000033 09/19/23 CITY OF BAKERSFIELD,CA ALPR CAMERA INSTALLATION TRAFFIC CONTROL PLAN TYPICAL APPLICATION APPLIES TO: A CONGRUEX COMPANYR PLANS PREPARED BY: CAMERA #51 ON WHITE LN. (WESTBOUND) BETWEEN WIBLE RD. AND PARAMOUNT ST. CAMERA #43 ON STOCKDALE HWY. (WESTBOUND) BETWEEN NEW STINE RD. AND CHERRY HILLS DR. CAMERA #50 ON WHITE LN. (EASTBOUND) BETWEEN HUGHES LN. AND LETZRING LN. 23-30000033 09/19/23 CITY OF BAKERSFIELD,CA ALPR CAMERA INSTALLATION TRAFFIC CONTROL PLAN TYPICAL APPLICATION APPLIES TO: A CONGRUEX COMPANYR PLANS PREPARED BY: CAMERA #34 ON S H ST. (SOUTHBOUND) BETWEEN BRUNDAGE LN. AND RICHLAND ST. CAMERA #36 ON S CHESTER AVE. (NORTHBOUND) BETWEEN TERRACE WAY AND BRINK DR. CAMERA #37 ON S H ST. (NORTHBOUND) BETWEEN TERRACE WAY AND LAUSTALOT LN. CAMERA #24 ON MING AVE. (EASTBOUND) BETWEEN FREMONT ST. AND S H ST. CAMERA #28 ON FLUSHING QUAIL RD. (EASTBOUND) EAST OF CALLOWAY DR. CAMERA #35 ON S CHESTER AVE. (SOUTHBOUND) BETWEEN BRUNDAGE LN. AND RICHLAND ST. 23-30000033 09/19/23 CITY OF BAKERSFIELD,CA ALPR CAMERA INSTALLATION TRAFFIC CONTROL PLAN TYPICAL APPLICATION APPLIES TO: A CONGRUEX COMPANYR PLANS PREPARED BY: CAMERA #52 ON LANCASHIRE ST. (NORTHBOUND) BETWEEN SHEFFIELD LN. AND VIA CAMINO MEDIA CAMERA #53 ON SOUTHAMPTON BLVD. (SOUTHBOUND) BETWEEN GUILDFORD ST. AND KROLL WAYCAMERA #49 ON BELLA TERRACE (EASTBOUND) BETWEEN VALHALLA DR. AND MCDONALD WAY CAMERA #48 ON BELLA TERRACE. (WESTBOUND) BETWEEN VALHALLA DR. AND MCDONALD WAY 23-30000033 09/19/23 CITY OF BAKERSFIELD,CA ALPR CAMERA INSTALLATION TRAFFIC CONTROL PLAN TYPICAL APPLICATION APPLIES TO: A CONGRUEX COMPANYR PLANS PREPARED BY: CAMERA #39 ON CALIFORNIA AVE. (NORTHBOUND) BETWEEN BUSINESS CENTER DR. AND STOCKDALE HWY. CAMERA #45 ON STOCKDALE HWY. (EASTBOUND) BETWEEN NEW STINE RD. AND VILLAGE LN. 23-30000033 09/19/23 A CONGRUEX COMPANYR PLANS PREPARED BY: CITY OF BAKERSFIELD, CA ALPR CAMERAS INSTALLATION COVER SHEET AND CAMERA LOCATION MAP ·SHEET 1 ·SHEET 2 ·SHEET 3 ·SHEET 4-15 ·SHEET 16-19 ·SHEET 20 : COVER SHEET AND CAMERA LOCATION MAP : GENERAL NOTES AND TRAFFIC DESIGN TABLES : CAMERA LOCATION INFORMATION : TRAFFIC CONTROL PLAN : POLE DETAILS : HARDWARE DETAILS INDEX OF DRAWINGS STATE OF CALIFORNIA CITY OF BAKERSFIELD AUTOMATIC LICENSE PLATE READING (ALPR) CAMERAS PERMIT SUBMITTED BY CITY OF BAKERSFIELD POLICE DEPARTMENT LOCATION / VICINITY MAP C C CCC CAMERA #26 REF SHEET 6 OF 20 CAMERA #25 REFF SHEET 4 OF 20 CAMERA #38 REF SHEET 8 OF 20 CAMERA #46 REF SHEET 11 OF 20 CAMERA #47 REF SHEET 13 OF 20 23-30000033 09/19/23 CITY OF BAKERSFIELD, CA ALPR CAMERAS INSTALLATION A CONGRUEX COMPANYR PLANS PREPARED BY:GENERAL NOTES AND TRAFFIC DESIGN TABLES 1. TRAFFIC CONTROL PLAN SHALL CONFORM TO THE MOST CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (FHWA) 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 CITY OF BAKERSFIELD POLICE DEPARTMENT 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. GENERAL NOTES AND TRAFFIC DESIGN TABLES *** MINIMUM RECOMMENDED CHANNELIZING DEVICE AND SIGN SPACING 10025 65 42 158 25030 90 60 205 25035 125 82 25040 160 107 35045 270 180 35050 300 200 50055 330 220 257 315 378 446 520 25 30 40 45 50 50 125 180 245 320 540 600 660 50 60 70 80 90 100 100 35 SPEED (S) DIMENSION A SIGN SPACING DIMENSION B MERGING TAPER (L) DIMENSION C SHIFTING TAPER (L/2) DIMENSION D SHOULDER TAPER (L/3) DIMENSION E BUFFER SPACE MAXIMUM CHANNELIZER SPACING IN TAPER MAXIMUM CHANNELIZER SPACING IN TANGENT MPH FT FT FT FT FT FT FT *TAPER LENGTHS LISTED ARE VALID FOR 12' OFFSET OR LESS. 50065 390 260 682 50 780 100 50060 360 240 598 50 720 100 50070 420 280 771 50 840 100 23-30000033 09/19/23 CITY OF BAKERSFIELD, CA ALPR CAMERAS INSTALLATION A CONGRUEX COMPANYR PLANS PREPARED BY:CAMERAS LOCATION INFORMATION CAMERAS LOCATION INFORMATION LOCATIONSCAMERA NO.STREET POLELATITUDE,LONGITUDEDIRECTION 25 WESTBOUND 35.3835519499396,-119.090629517387 X SQRD REDITORQUE - DOT POLE 26 35.3833297027186,-119.108680356168 X SQRD REDITORQUE - DOT POLE EASTBOUND 38 46 47 24TH ST. (CA-178) 24TH ST. (CA-178) ROSEDALE HWY. (CA-178) ROSEDALE HWY. (CA-178) ROSEDALE HWY. (CA-178) WESTBOUND EASTBOUND EASTBOUND 35.3833786382556,-119.046346965547 35.3808726751526,-119.037103931147 35.3807069567379,-119.037079791265 X SQRD REDITORQUE - DOT POLE X SQRD REDITORQUE - DOT POLE EXISTING LIGHT POLE 23-30000033 09/19/23 SCALE: 1" = 60' A CONGRUEX COMPANYR PLANS PREPARED BY: CITY OF BAKERSFIELD, CA ALPR CAMERAS INSTALLATION TRAFFIC CONTROL PLAN 8018 ROSEDALE HWY. (CA-178) ROSEDALE HWY. (CA-178) AND JET WAY -ALPR CAMERA #25 PL. WORK AREA 1 OF 5 MATCHLINE-ASEE SHEET-5 OF SHEET-20S BIKE LANE SIDEWALK BIKE LANE SIDEWALK SIDEWALK SIDEWALK RAISED MEDIANRAISED MEDIAN SIDEWALK SHOULDER15'15'360' BUFFER 600' MERGE TAPER 15'22' MAX' 100' MAX.50' MAX.SIDEWALKSIDEWALKJET WAY SPEEDLIMIT50 ROSEDALE HWY. (CA-178) CALTRANS R.O.W. CITY OF BAKERSFIELD R.O.W. CALTRANS R.O.W. COUNTY OF KERN R.O.W. ALPR CAM #25 PL. SPEEDLIMIT50 ROSEDALE HWY. (CA-178) CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. ALL TRAFFIC DEVICES WITHIN CALTRANS RIGHT OF WAY SHALL BE APPROVED BY CALTRANS ALL TRAFFIC DEVICES WITHIN COUNTY OF KERN RIGHT OF WAY SHALL BE APPROVED BY COUNTY OF KERN SIDEWALK ACCESS TO DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. 50' MAX. CALTRANS R.O.W. CITY OF BAKERSFIELD R.O.W. CALTRANS R.O.W. COUNTY OF KERN R.O.W. 23-30000033 09/19/23 SCALE: 1" = 60' A CONGRUEX COMPANYR PLANS PREPARED BY: CITY OF BAKERSFIELD, CA ALPR CAMERAS INSTALLATION TRAFFIC CONTROL PLAN 8018 ROSEDALE HWY. (CA-178) ROSEDALE HWY. (CA-178) AND JET WAY -ALPR CAMERA #25 PL. WORK AREA 1 OF 5 MATCHLINE-ASEE SHEET-4 OF SHEET-20BIKE LANE BIKE LANE SIDEWALK SIDEWALK BIKE LANE BIKE LANE 600' MERGE TAPER 200' BIKE TAPER 350' 350' 350' RAISED MEDIAN 50' MAX.50' MAX. BIKE LANESIDEWALKSIDEWALKHENRY LN. SPEEDLIMIT50 ROSEDALE HWY. (CA-178) CALTRANS R.O.W. CITY OF BAKERSFIELD R.O.W. CALTRANS R.O.W. CITY OF BAKERSFIELD R.O.W.COUNTY OF KERN R.O .W.CI TY OF BAKERSFI ELD R .O .W. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. ALL TRAFFIC DEVICES WITHIN CALTRANS RIGHT OF WAY SHALL BE APPROVED BY CALTRANS ALL TRAFFIC DEVICES WITHIN COUNTY OF KERN RIGHT OF WAY SHALL BE APPROVED BY COUNTY OF KERN ACCESS TO DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. SPEED LIMIT50 ROSEDALE HWY. (CA-178) CALTRANS R.O.W. COUNTY OF KERN R.O.W. CALTRANS R.O.W. CITY OF BAKERSFIELD R.O.W. 23-30000033 09/19/23 SCALE: 1" = 60' A CONGRUEX COMPANYR PLANS PREPARED BY: CITY OF BAKERSFIELD, CA ALPR CAMERAS INSTALLATION TRAFFIC CONTROL PLAN 9531 ROSEDALE HWY. (CA-178) ROSEDALE HWY. (CA-178) AND WHEELER ST. -ALPR CAMERA #26 PL. WORK AREA 2 OF 5 MATCHLINE-BSEE SHEET-7 OF SHEET-20730' BUFFER BUS STOP BUS STOP 15'S 160' SIDEWALK BIKE LANE SIDEWALK SIDEWALK SIDEWALK SIDEWALKSIDEWALKSIDEWALKSIDEWALKRAISED MEDIAN 15'13'60'100' OPENING15'15'15'BIKE LANE SPEED LIMIT50 ROSEDALE HWY. (CA-178) SPEED LIMIT50 ROSEDALE HWY. (CA-178) 730' BUFFER CALLOWAY DR. CALLOWAY DR. WHEELER ST. ALPR CAM #26 PL. BIKE LANEBIKE LANEBIKE LANEBIKE LANE 20' MAX.80' MAX. MUST RIGHT LANE TURN RIGHT FLAGGER 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 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 A REASONABLY SAFE, CONVENIENT AND ACCESSIBLE PATH THAT REPLICATES AS NEARLY AS PRACTICAL THE MOST DESIRABLE CHARACTERISTICS OF THE EXISTING SIDEWALK OR FOOTPATH PEDESTRIAN CONTROL NOTES: CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. ACCESS TO DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. CALTRANS R.O.W. CITY OF BAKERSFIELD R.O.W.CALTRANS R.O.W. CITY OF BAKERSFIELD R.O.W. CALTRANS R.O.W. COUNTY OF KERN R.O.W. CONTACT TRANSIT AUTHORITY 72 HOURS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP. ALL TRAFFIC DEVICES WITHIN CALTRANS RIGHT OF WAY SHALL BE APPROVED BY CALTRANS ALL TRAFFIC DEVICES WITHIN COUNTY OF KERN RIGHT OF WAY SHALL BE APPROVED BY COUNTY OF KERN 135' OPEINING 23-30000033 09/19/23 SCALE: 1" = 60' A CONGRUEX COMPANYR PLANS PREPARED BY: CITY OF BAKERSFIELD, CA ALPR CAMERAS INSTALLATION TRAFFIC CONTROL PLAN MATCHLINE-BSEE SHEET-6 OF SHEET-20MATCHLINE-CMATCHLINE-C9531 ROSEDALE HWY. (CA-178) ROSEDALE HWY. (CA-178) AND WHEELER ST. -ALPR CAMERA #26 PL. WORK AREA 2 OF 5 600' MERGE TAPER 135' OPEINING SIDEWALK SIDEWALKSIDEWALK RAISED MEDIAN 15'50' MAX.50' MAX. BIKE LANE BIKE LANEBIKE LANE BIKE LANE BIKE LANE SIDEWALK SPEEDLIMIT50 ROSEDALE HWY. (CA-178) 600' MERGE TAPER PRIVATE PROPERTY PRIVATE PROPERTY MUSTRIGHT LANE TURN RIGHT CALTRANS R.O.W. COUNTY OF KERN R.O.W. 730' BUFFER SPEED LIMIT50ROSEDALE HWY. (CA-178) 200' BIKE TAPER CALTRANS R.O.W. CITY OF BAKERSFIELD R.O.W. CALTRANS R.O.W. CITY OF BAKERSFIELD R.O.W. CALTRANS R.O.W. COUNTY OF KERN R.O.W. 200' BIKE TAPER350'350' 350' SIDEWALK SIDEWALK RAISED MEDIAN 50' MAX. BIKE LANE SIDEWALK BIKE LANE SPEEDLIMIT50 ROSEDALE HWY. (CA-178) CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. ACCESS TO DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. CALTRANS R.O.W. CITY OF BAKERSFIELD R.O.W. CALTRANS R.O.W. COUNTY OF KERN R.O.W. ALL TRAFFIC DEVICES WITHIN CALTRANS RIGHT OF WAY SHALL BE APPROVED BY CALTRANS ALL TRAFFIC DEVICES WITHIN COUNTY OF KERN RIGHT OF WAY SHALL BE APPROVED BY COUNTY OF KERN 23-30000033 09/19/23 SCALE: 1" = 60' A CONGRUEX COMPANYR PLANS PREPARED BY: CITY OF BAKERSFIELD, CA ALPR CAMERAS INSTALLATION TRAFFIC CONTROL PLAN 3520 ROSEDALE HWY. (CA-178) ROSEDALE HWY. (CA-178) AND GOLDEN STATE HWY. (CA-99) -ALPR CAMERA #38 PL. WORK AREA 3 OF 5 MA T C H L I N E - E SE E S H E E T - 1 0 OF S H E E T - 2 0 MATCHLINE-DSEE SHEET-9 OF SHEET-20S CALTRANS R.O .W .CITY OF BAKERSFIELD R .O .W . SIDEWALK RAISED MEDIAN SHOULDER RAISED MEDIAN SHOULDERSHOULDER GOLDEN (ON RAMP) (CA-178) GOLDEN STATE HWY. (CA-99) (OVERPASS) GOLDEN STATE HWY. (CA-99) (OVERPASS) BIKE LANE SPEED LIMIT40 ROSEDALE HWY. (CA-178) GOLDEN STATE HWY. (CA-99) (ON RAMP) CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. E.O.P. E.O.P. BIKE LANE FLAGGER 15'CALTRANS R.O.W.CITY OF BAKERSFIELD R.O.W.SHOULDERSPEEDLIMIT 45SHOULDERSHOULDERGOLDEN STATE HWY. (CA-99) (OFF RAMP) 20' MAX.45' MAX.12' 355' BUFFER 320' MERGE TAPER540' MERGE TAPER15'80' MAX. 40' MAX.15'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, EQUIPMENT OR 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: ALPR CAM #38 PL. ALL TRAFFIC DEVICES WITHIN CITY OF BAKERSFIELD RIGHT OF WAY SHALL BE APPROVED BY CITY OF BAKERSFIELD SPEED LIMIT40 ROSEDALE HWY. (CA-178) ALL TRAFFIC DEVICES WITHIN CALTRANS RIGHT OF WAY SHALL BE APPROVED BY CALTRANS 23-30000033 09/19/23 SCALE: 1" = 60' A CONGRUEX COMPANYR PLANS PREPARED BY: CITY OF BAKERSFIELD, CA ALPR CAMERAS INSTALLATION TRAFFIC CONTROL PLAN 3520 ROSEDALE HWY. (CA-178) ROSEDALE HWY. (CA-178) AND GOLDEN STATE HWY. (CA-99) -ALPR CAMERA #38 PL. WORK AREA 3 OF 5 MATCHLINE-DSEE SHEET-8OF SHEET-20BUCK OWENS BLVD. S SPEED LIMIT 40 RIVERSIDE DR.CALTRANS R.O.W.CITY OF BAKERSFIELD R.O.W.SID E W A LK SHOULDER RAISED M E D I AN RAISED MEDIAN RAISED MEDIANSHOULD E R SHOULDER SIDE WALKSIDEWALKSIDEWALK GOLDEN STATE HWY. (ON RAMP) (CA-178) 110' BI K E T A P ER 250 ' BIKE L A N E BIKE LANE ROSEDALE HWY. (CA-178) GOLDEN STATE HWY. (CA-99) (OFF RAMP) 270' CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. E.O.P. CA L T R AN S R.O. W. CITY O FBA K ERS FIELD R.O. W. 250 ' 40' MAX. ACCESS TO DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. ALL TRAFFIC DEVICES WITHIN CALTRANS RIGHT OF WAY SHALL BE APPROVED BY CALTRANS 23-30000033 09/19/23 SCALE: 1" = 60' A CONGRUEX COMPANYR PLANS PREPARED BY: CITY OF BAKERSFIELD, CA ALPR CAMERAS INSTALLATION TRAFFIC CONTROL PLAN 3520 ROSEDALE HWY. (CA-178) ROSEDALE HWY. (CA-178) AND GOLDEN STATE HWY. (CA-99) -ALPR CAMERA #38 PL. WORK AREA 3 OF 5 MA T C H L I N E - E SE E S H E E T - 8 OF S H E E T - 2 0 SPEEDLIMIT45 GOLDEN STATE HWY. (CA-99) (OFF RAMP)CALTRANS R.O.W.CITY OF BAKERSFIELD R.O.W.SHOULDERSHOULDERSHOULDERSHOULDERSHOULDERSHOULDERSPEED LIMIT 45 GOLDEN STATE HWY. (CA-99) (OFF RAMP) CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.45' MAX.540' MERGE TAPERTAPER6'350'350'350'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 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 A REASONABLY SAFE, CONVENIENT AND ACCESSIBLE PATH THAT REPLICATES AS NEARLY AS PRACTICAL THE MOST DESIRABLE CHARACTERISTICS OF THE EXISTING SIDEWALK OR FOOTPATH PEDESTRIAN CONTROL NOTES: ALL TRAFFIC DEVICES WITHIN CALTRANS RIGHT OF WAY SHALL BE APPROVED BY CALTRANS 23-30000033 09/19/23 SCALE: 1" = 60' A CONGRUEX COMPANYR PLANS PREPARED BY: CITY OF BAKERSFIELD, CA ALPR CAMERAS INSTALLATION TRAFFIC CONTROL PLAN 2286 OAK ST. 24TH ST. (CA-178) AND OAK ST. -ALPR CAMERA #46 PL. WORK AREA 4 OF 5 MATCHLINE-FSEE SHEET-12 OF SHEET-20SPEED LIMIT40 24TH ST. (CA-178) (CA-178) BIKE LANEBIKE LANEBUS STOP BUS STOP S ALPR CAM #46 PL. RAISED MEDIAN PARKWAY SIDEWALK SIDEWALK PARKWAY SIDEWALK PARKWAY SIDEWALK PARKWAY SIDEWALK RAISED MEDI AN RAI SED M E DIAN SIDEWALKSIDEWALKSIDEWALKOAK ST. OAK ST. OLIVE ST. BIKE LANE BIKE LANE BIKE LANE BIKE LANE 12'20' MAX.12'80' MAX. 80' MAX. 90' OP E N I NG 12'12'12'12'RAISED MEDIAN 80' MA X .12'CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. CALTRANS R.O.W. CITY OF BAKERSFIELD R.O.W. CALTRANS R.O.W.CITY OF BAKERSFIELD R.O.W. SPEEDLIMIT40 24TH ST. (CA-178) SPEED LIMIT40 24TH ST. (CA-178) 760' BUFFE R 760' BU F F E R ALL TRAFFIC DEVICES WITHIN CALTRANS RIGHT OF WAY SHALL BE APPROVED BY CALTRANS 23-30000033 09/19/23 SCALE: 1" = 60' A CONGRUEX COMPANYR PLANS PREPARED BY: CITY OF BAKERSFIELD, CA ALPR CAMERAS INSTALLATION TRAFFIC CONTROL PLAN 2286 OAK ST. 24TH ST. (CA-178) AND OAK ST. -ALPR CAMERA #46 PL. WORK AREA 4 OF 5 MATCHLINE-FSEE SHEET-11 OF SHEET-20SPEED LIMIT40 24TH ST. (CA-178) SPEEDLIMIT 40 24TH ST. (CA-178) RAISED ME D I AN BIKE L A N E SIDE W A LK 90' OP E N I N G 320 ' ME R G E T A P ER 250 ' 25 0 ' 25 0 '12'12'320' M E R G E T A P E R 40' M A X . 40' M A X . 80' MAX .12'CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. CAL T R AN S R.O.W. CITY OF BA K E R SFI E L D R.O . W. CITY OF BA K E R S F I E L D R.O.W. CALT R AN S R.O.W. SPEED LIMIT40 24TH ST. (CA-178) 760' BUF FER ALL TRAFFIC DEVICES WITHIN CALTRANS RIGHT OF WAY SHALL BE APPROVED BY CALTRANS 23-30000033 09/19/23 A CONGRUEX COMPANYR PLANS PREPARED BY: CITY OF BAKERSFIELD, CA ALPR CAMERAS INSTALLATION TRAFFIC CONTROL PLAN 2286 OAK ST. 24TH ST. (CA-178) AND OAK ST. -ALPR CAMERA #47 PL. WORK AREA 5 OF 5 MATCHLINE-GSEE SHEET-14 OF SHEET-20SCALE: 1" = 60'BIKE LANEBIKE LANEBUS STOP BUS STOP S ALPR CAM #47 PL. FLAGGER RAISED MEDIAN PARKWAY SIDEWALK SIDEWALK PARKWAY SIDEWALK PARKWAY SIDEWALK PARKWAY SIDEWALK RAISED M E DIAN RAI S ED ME D IAN LA N E DE W A L K SIDEWALKSIDEWALKSIDEWALKOAK ST. OAK ST. OLIVE ST. BIKE LANE BIKE LANE BIKE LANE BIKE LANE 100' OPENING15'19'15'80' MA X . 20' MAX.15'15'960' BUFFER 960' B U FFER SHOULDER80' MAX. 80' M A X . CALTRANS R.O.W. CITY OF BAKERSFIELD R.O.W. CALTRANS R.O.W.CITY OF BAKERSFIELD R.O.W. 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 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 ACCESSIBLE PATH THAT REPLICATES AS NEARLY AS PRACTICALTHE MOST DESIRABLE CHARACTERISTICS OF THE EXISTING SIDEWALK OR FOOTPATH PEDESTRIAN CONTROL NOTES: CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. ACCESS TO DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. OPERTY OWNER(S) 72 TO START OF WORK. IVEWAYS MUST BE T ALL TIMES. SPEED LIMIT40 24TH ST. (CA-178)15'19'ALL TRAFFIC DEVICES WITHIN CALTRANS RIGHT OF WAY SHALL BE APPROVED BY CALTRANS 23-30000033 09/19/23 A CONGRUEX COMPANYR PLANS PREPARED BY: CITY OF BAKERSFIELD, CA ALPR CAMERAS INSTALLATION TRAFFIC CONTROL PLAN 2286 OAK ST. 24TH ST. (CA-178) AND OAK ST. -ALPR CAMERA #47 PL. WORK AREA 5 OF 5 MATCHLINE-GSEE SHEET-13 OF SHEET-20SCALE: 1" = 60'MATCHLINE-HSEE SHEET-15 OF SHEET-2024TH ST. (CA-178) BUS S T O P RAISED ME RAISE D ME D I A N BIKE L A N E SIDE WA L K BIKE LA N E SI D E W A L K 15'80' MAX. 90' OPENIN G15'960' B U F F 96 0 ' BU F F ER 400' ME R G E T A PER 15'400 ' M E R G E T AP E R 40' MA X . 80' M A X . TR A N S R.O. W. OF BA K E R S F I ELD R .O. W. D R . O . W. O. W . CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. ACCESS TO DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. SPEED LIMIT40 24TH ST. (CA-178)15'19'SPEED LIMIT40 24TH ST. (CA-178) CA L T RA N S R.O . W. CITY OF B A K E R S F I E L D R. O. W . CA L T RAN S R. O .W. CITY OF BA K E R S F I E L D R. O. W . ALL TRAFFIC DEVICES WITHIN CALTRANS RIGHT OF WAY SHALL BE APPROVED BY CALTRANS 23-30000033 09/19/23 A CONGRUEX COMPANYR PLANS PREPARED BY: CITY OF BAKERSFIELD, CA ALPR CAMERAS INSTALLATION TRAFFIC CONTROL PLAN 2286 OAK ST. 24TH ST. (CA-178) AND OAK ST. -ALPR CAMERA #47 PL. WORK AREA 5 OF 5 SCALE: 1" = 60'MATCHLINE-HSEE SHEET-14 OF SHEET-20SPEED LIMIT40 24TH ST. (CA-178) SPEED LIMIT40 24TH ST. (CA-178) SHO U L D E R BIKE L A N E SIDE WA L K 40 0' ME R G E T A P E R 250 ' 25 0 ' 25 0 ' 400' M E R G E T AP E R 400' 40' MA X. CA L T R A N S R.O . W. CITY OF BA K E R S F I E L D R.O. W. CIT Y O F BA K E R S F I E L D R.O. W . CA L T RANS R.O . W . CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. ACCESS TO DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. SPEED LIMIT40 CAL T RAN S R.O. W . CIT Y O F B A K E R S F I E L D R . O. W . ALL TRAFFIC DEVICES WITHIN CALTRANS RIGHT OF WAY SHALL BE APPROVED BY CALTRANS 23-30000033 09/19/23 A CONGRUEX COMPANYR PLANS PREPARED BY: CITY OF BAKERSFIELD, CA ALPR CAMERAS INSTALLATION POLE DETAILS 23-30000033 09/19/23 A CONGRUEX COMPANYR PLANS PREPARED BY: CITY OF BAKERSFIELD, CA ALPR CAMERAS INSTALLATION POLE DETAILS 23-30000033 09/19/23 A CONGRUEX COMPANYR PLANS PREPARED BY: CITY OF BAKERSFIELD, CA ALPR CAMERAS INSTALLATION POLE DETAILS 23-30000033 09/19/23 A CONGRUEX COMPANYR PLANS PREPARED BY: CITY OF BAKERSFIELD, CA ALPR CAMERAS INSTALLATION POLE DETAILS 23-30000033 09/19/23 A CONGRUEX COMPANYR PLANS PREPARED BY: CITY OF BAKERSFIELD, CA ALPR CAMERAS INSTALLATION HARDWARE DETAILS 23-30000033 09/19/23