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Home My WebLink About1700 Apsley Ct.23-30000045 09/13/23 23-30000045 09/13/23 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 06/21/2023 0 PRELIMKTD SHEET:REV: 0 ---- ---- ---- ---- HIGHGATE AT SEVEN OAKS 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 4015 COFFEE RD BAKERSFIELD, CA 93308 HIGHGATE AT SEVEN OAKS LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 360939 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] CASE NUMBER: 360939 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.03 GN.01 - GN.02 A.01 - A.04 STATE OF CALIFORNIA CITY OF BAKERSFIELD N TRAFFIC CONTROL DETAILSTCP.01 - TCP.03 PERMITTING DEREK PORCELLA DEREK.PORCELLA@FLOCKSAFETY.COM LICENSE PLATE READER CAMERA INSTALLATION PROJECT MANAGER AARON MONTEZ AARON.MONTEZ@FLOCKSAFETY.COM Digitally signed by Michael B Leeper Date: 2023.07.27 09:49:20-07'00' 23-30000045 09/13/23 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 06/21/2023 0 PRELIMKTD 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 4015 COFFEE RD BAKERSFIELD, CA 93308 HIGHGATE AT SEVEN OAKS LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 360939 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 CCSYMBOLOGY AUDIO DETECTION - PROPOSED AUDIO DETECTION - EXISTING R R 23-30000045 09/13/23 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 06/21/2023 0 PRELIMKTD 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 4015 COFFEE RD BAKERSFIELD, CA 93308 HIGHGATE AT SEVEN OAKS LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 360939 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] GN.01GN.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. 23-30000045 09/13/23 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 06/21/2023 0 PRELIMKTD 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 4015 COFFEE RD BAKERSFIELD, CA 93308 HIGHGATE AT SEVEN OAKS LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 360939 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] GN.02GN.02 LOCATION DATA 23-30000045 09/13/23 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 06/21/2023 0 PRELIMKTD 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 4015 COFFEE RD BAKERSFIELD, CA 93308 HIGHGATE AT SEVEN OAKS LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 360939 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.01A.01 1 #01 HIGHGATE PARK BLVD @ MING AVE, SB 35.33922164396867,-119.16333950986494 4'-6" FROM EDGE OF PAVEMENT *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 LOOKING SOUTH CA.01 1 SPEC. 01 1 1 - 5 SPEC. 02 HIGHGATE PARK BLVD 4'-6" PROPOSED FLOCK EQUIPMENT ON PROPOSED 12'-0" FLOCK POLE 2'-6" 8' 2'-6" 34' 34' 18' 96'-6" 7'-6" 3'8' 33'-6" 33'-6" 18'-6" 96'-6" 4'-6"HIGHGATE PARK BLVD- TCP. 03 23-30000045 09/13/23 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 06/21/2023 0 PRELIMKTD 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 4015 COFFEE RD BAKERSFIELD, CA 93308 HIGHGATE AT SEVEN OAKS LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 360939 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.02A.02 LOOKING NORTH C5'-0" A.02 1 SPEC. 01 1 1 - 5 SPEC. 02 HIGHGATE PARK BLVD 1 #02 HIGHGATE PARK BLVD @ MING AVE, NB 35.33916827434313,-119.16308142494363 5'-0" FROM EDGE OF PAVEMENT *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 PROPOSED FLOCK EQUIPMENT ON PROPOSED 12'-0" FLOCK POLE 10'-6" 34' 34'7'-6" 5'-6" 5' 96'-6" 5' 11' 33'-6" 33'-6" 9' 5' 4'-6"96'-6"HIGHGATE PARK BLVD- TCP. 03 23-30000045 09/13/23 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 06/21/2023 0 PRELIMKTD 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 4015 COFFEE RD BAKERSFIELD, CA 93308 HIGHGATE AT SEVEN OAKS LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 360939 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.03A.03 LOOKING SOUTH C4'-6" A.03 1 SPEC. 01 1 1 - 5 SPEC. 02 HOVINGHAM RD 1 #03 HOVINGHAM RD @ MING AVE, SB 35.3392314073114,-119.15153439859178 4'-6" FROM EDGE OF PAVEMENT *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 PROPOSED FLOCK EQUIPMENT ON PROPOSED 12'-0" FLOCK POLE 2'7'-6"5' 32'-6" 32'-6" 19'96'-6" 4'-6" 8'-6" 1'-6"11' 32'-6" 32'-6" 19' 96'HOVINGHAM RD- TCP. 03 23-30000045 09/13/23 C CN 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 06/21/2023 0 PRELIMKTD 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 4015 COFFEE RD BAKERSFIELD, CA 93308 HIGHGATE AT SEVEN OAKS LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 360939 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] A.04A.04 5'-0" A.04 1 SPEC. 01 1 1 - 5 SPEC. 02 HOVINGHAM RD 1 #04 HOVINGHAM RD @ MING AVE, NB 35.339214119301495,-119.15128596576915 5'-0" FROM EDGE OF PAVEMENT *REFERENCE TYPICAL DETAIL ON SHEET SPEC.01 PROPOSED FLOCK EQUIPMENT ON PROPOSED 12'-0" FLOCK POLE 13'32'-6" 32'-6" 6'5'-6"7'96'-6" 5' 12'-6" 32'-6" 32'-6" 11'-6" 5'-6"2' 96' HOVINGHAM RD- TCP. 03 23-30000045 09/13/23 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 06/21/2023 0 PRELIMKTD 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 4015 COFFEE RD BAKERSFIELD, CA 93308 HIGHGATE AT SEVEN OAKS LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 360939 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] SPEC.01SPEC.01 11 SCALE: N/A POLE ELEVATION DETAIL 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)): (SEE SECTION 2.6) 2.2. RISK CATEGORY:II 2.3. EXPOSURE CATEGORY:C 2.4. TOPOGRAPHIC CATEGORY: 1 2.5. SEISMIC DESIGN CRITERIA: 2.5.1. SOIL SITE CLASS: D (ASSUMED) 2.5.2. SPECTRAL RESPONSE, Ss: 1.000g (MAXIMUM) 2.5.3. SPECTRAL RESPONSE, S1: 0.400G (MAXIMUM) 2.5.4. SEISMIC DESIGN CATEGORY: B 2.6. STRUCTURE BASE REACTIONS ARE CALCULATED AS FOLLOWS: 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. DESIGN WIND SPEED (MPH) MOMENT (K-FT) SHEAR (KIP) AXIAL (KIP) 115 2.70 0.280 0.160 125 3.20 0.330 0.160 135 (MAX)3.70 0.380 0.160 ITEM NO. PART NUMBER DESCRIPTION TOTAL WEIGHT (LB) 1 701-0059 FLOCK SAFETY CAMERA 3.6 2 3 201-00087 MOUNTING CLAMP 2.0 QTY. 1 1 4 2.5STD ALUMINUM POLE 2 78 "Ø FOUNDATION (BY OTHERS, SEE DESIGN NOTES ITEM 3) GRADE1'-6" (MIN)3 1 2 4 205-00010 POLE HEIGHT12'-0" (MAX)BATTERY PACK INSTALLED BEHIND SOLAR PANEL (MAX 2) 701-00111 6.0 2 (MAX)EXTERNAL BATTERY PACK 60W SOLAR KIT 17.0 1 23-30000045 09/13/23 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 06/21/2023 0 PRELIMKTD 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 4015 COFFEE RD BAKERSFIELD, CA 93308 HIGHGATE AT SEVEN OAKS LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 360939 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] SPEC.02 5 MOUNTING HARDWARE TO BE PROVIDED BY FLOCK SAFETY 7 910"21 12"5 35" 20"22"5 15 " FRONT SIDEBACK SIDE MODEL 701-00111 SUPPLIED BY FLOCK SAFETY EXTERNAL BATTERY PACK 1 2.5STD ALUMINUM PIPE PIPE DETAIL LENGTH VARIES PER FOUNDATION DEPTH 2 3 4 8 7 6 5 FLOCK SAFETY "FALCON" CAMERA MOUNTING HARDWARE TO BE PROVIDED BY FLOCK SAFETY FRONT SIDE ISOMETRIC10 1516"5 716" 4 1116 "10 1516"MOUNTING HARDWARE TO BE PROVIDED BY FLOCK SAFETY60 WATT SOLAR PANEL DETAIL (TOP MOUNTED) FRONT SIDE ISOMETRIC 1'-914" 2'-4 3 16"13 1 6 "1'-7516"PIPE SLEEVE MOUNT 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 PART NUMBER: 5322K58 MOUNTING CLAMP MOUNTING HARDWARE TO BE PROVIDED BY FLOCK SAFETY NOT USED NOT USED NOT USED 23-30000045 09/13/23 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 06/21/2023 0 PRELIMKTD 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 4015 COFFEE RD BAKERSFIELD, CA 93308 HIGHGATE AT SEVEN OAKS LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 360939 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] SPEC.03 23-30000045 09/13/23 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 06/21/2023 0 PRELIMKTD 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 4015 COFFEE RD BAKERSFIELD, CA 93308 HIGHGATE AT SEVEN OAKS LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 360939 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] TCP.01 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. ALL AFFECTED RESIDENTS, BUSINESSES, AGENCIES, AND SCHOOLS ACCESS SHALL BE MAINTAINED AT THE TIME OF INSTALLATION. 3. TEMPORARY NO PARKING SIGNS SHALL BE POSTED 48 HOURS PRIOR TO START OF WORK. 4. ALL CONFLICTING SIGNS, STRIPING OR PAVEMENT MARKINGS SHALL BE COVERED OR REMOVED AND REPLACED WHEN WORK IS COMPLETED. 5. TRAFFIC CONTROL THROUGH A SIGNALIZED INTERSECTION SHALL BE CONDUCTED BY A LOCAL JURISDICTION UNIFORMED POLICE OFFICER OR A COMMUNITY SERVICE OFFICER ONLY. SHOULD WORK REQUIRE A SIGNAL TO BE OVERRIDDEN, ARRANGEMENT SHALL BE MADE WITH THE POLICE DEPT WITHIN ITS JURISDICTION AND TRANSPORTATION ENGINEERING DEPT AT LEAST 14 DAYS PRIOR TO START OF WORK. GENERAL NOTES AND TRAFFIC DESIGN TABLES 23-30000045 09/13/23 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 06/21/2023 0 PRELIMKTD 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 4015 COFFEE RD BAKERSFIELD, CA 93308 HIGHGATE AT SEVEN OAKS LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 360939 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] TCP.02 23-30000045 09/13/23 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 06/21/2023 0 PRELIMKTD 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 4015 COFFEE RD BAKERSFIELD, CA 93308 HIGHGATE AT SEVEN OAKS LICENSE PLATE READER CAMERA INSTALLATION CASE NUMBER: 360939 PERMITTING JURISDICTION: CITY OF BAKERSFIELD [THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP] TCP.03 23-30000045 09/13/23 23-30000045 09/13/23 23-30000045 09/13/23 23-30000045 09/13/23 23-30000045 09/13/23