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Home My WebLink About6.9-211A I B IC I D I E I F GRADING GENERAL NOTES DOLLINGER PROPERTIES 126-100-24-00-6 GRADING SHALL CONFORM WITH APPENDIX J OF THE 2013 CALIFORNIA BUILDING CODE AND 126-100-25-00-9 MONUMENTS ARE DISTURBED DURING CONSTRUCTION THE CONTRACTOR SHALL PAY A 12 STANDARDS PERTAINING THEREOF AND PRELIMINARY SOILS REPORT BY SALEM ENGINEERING GROUP, CITY OF BAKERSFIELD LICENSED LAND SURVEYOR OR REGISTERED ENGINEER TO RESET SUCH MONUMENTS. INC. DATED MARCH 24, 2016. 661.837.7200 BAKERSFIELD, CA 93301 ARCHITECT: 35. CIVIL ENGINEER, GEOTECHNICAL ENGINEER, AND BUILDING OFFICIAL WILL BE NOTIFIED FORTY 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING AND DISPOSAL OF THE PROPOSED BAKERSFIELD, CA 93301 EIGHT (48) HOURS PRIOR TO THE PLACING OF ANY FILL MATERIAL. WORK AREA. THE CONTRACTOR SHALL DISPOSE OF ALL MATERIAL LEGALLY AND IS RESPONSIBLE CIVIL DESIGN STUDIO, INC. AT&T FOR COMPLYING WITH LOCAL RECYCLING ORDINANCES. 36. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED BAKERSFIELD, CA 93309 CAMBRIA, CA 93428 THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. 2. NO FILL SHALL BE PLACED ON THE EXISTING GROUND SURFACE UNTIL THE GROUND HAS BEEN GEOTECHNICAL ENGINEER: SALEM ENGINEERING GROUP, INC. CLEARED OF WEEDS, DEBRIS, TOPSOIL, DELETERIOUS MATERIAL AND SCARIFIED AND 37. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND BENCHED TO COMPACTED PER THE GEOTECHNICAL RECOMMENDATIONS. BAKERSFIELD, CA 93309 SUPPORT FILL. 3. ALL CUT AND/OR FILL SLOPE SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) 38. ALL SLOPES IN EXCESS OF THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH VERTICAL. PROPERTY LINE ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. 11 PC POINT OF CURVATURE 4. FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY PERCENT (90%) OF MAXIMUM DRY 39. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE DENSITY AS SPECIFIED IN THE PROJECT SOILS REPORT AND CERTIFIED BY THE GEOTECHNICAL C/L 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ENGINEER. PORTLAND CEMENT CONCRETE ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER CATCH BASIN PE METHOD TO PREVENT EROSION ON TO THE SIDEWALK. 5. ALL EXISTING FILLS SHALL BE APPROVED BE APPROVED BY THE GEOTECHNICAL ENGINEER BEFORE CONCRETE MASONRY UNIT PI ANY ADDITIONAL FILLS ARE ADDED. 40. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS POC POINT OF CONNECTION (UTILITY) DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. 6. ALL EXPOSED SLOPES SHALL BE PLANTED OR HYDROSEEDED PER THE PROJECT LANDSCAPE OR PP UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED EROSION CONTROL PLANS AND IRRIGATED UNTIL GROUND COVER IS ESTABLISHED. DOUBLE DETECTOR CHECK ENGINEERS ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE POINT OF REVERSE CURVE D/W AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 7. THE STOCKPILING OF EXCESS MATERIAL IS SUBJECT TO THE APPROVAL OF THE AGENCY. PARKING STRIPE ECR END CURB RETURN 41. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE 8. ALL TRENCH BACKFILLS SHALL BE TESTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. EXISTING GRADE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF PUBLIC UTILITY EASEMENT EL. THE GENERAL PERMIT TO DISCHARGE STORMWATER ASSOCIATED WITH THE CONSTRUCTION 10 9. ALL CUT SLOPES SHALL BE INVESTIGATED BY THE GEOTECHNICAL ENGINEER DURING GRADING POINT OF VERTICAL INFLECTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND TO DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. SHOULD EXCAVATION EXPOSE ANY R/W, ROW ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN GEOTECHNICAL HAZARDS OR POTENTIAL GEOTECHNICAL HAZARDS THETE E G 0 CHNICAL EDGE OF PAVEMENT SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH ENGINEER SHALL RECOMMEND NECESSARY TREATMENT TO THE PROJECT OWNER. ESMT THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) DEVICE BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC 10. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE GEOTECHNICAL ENGINEER SHALL SD INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION CONTAIN DETAILS REGARDING THE TYPE OF FIELD TESTING PERFORMED INCLUDING THE FIRE DEPARTMENT CONNECTION (WDID) NUMBER 5F15C377710 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE, NUCLEAR GUAGE, OR FF THIS PROJECT. DRIVE RING SHALL BE NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATIONS SANITARY SEWER FG SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY 42. ANY ITEMS IN THE PUBLIC RIGHT OF WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT THE FIELD TECHNICIAN. FIRE HYDRANT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY THRUST BLOCK FL ENGINEER. 11. SANITARY FACILITIES SHALL BE MAINTAINED ON SITE THROUGHOUT THE DURATION OF TOP OF CURB FLG CONSTRUCTION. 43. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO FS FINISHED SURFACE ELEVATION CONSTRUCTION. 1-800-642-2444 9 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF AND GB GRADE BREAK PROTECT ALL EXISTING UTILITIES AND TO ENSURE THAT SERVICE IS NOT DISRUPTED TO EXISTING 44. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION FACILITIES. TG SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE INSPECTION SECTION CAN BE GV GAS VALVE NOTIFIED AT 661.326.3049. 13. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, GTD GRADE TO DRAIN ESPECIALLY DURING STORM CONDITIONS AND APPROVED PROTECTIVE MEASURES AND 45. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE NUMBER AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT EXISTING STRUCTURES AND VLT LOCATION OF THE REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. ADJACENT PROPERTIES DURING THE CONSTRUCTION PROJECT. IN ALL CASES, THE CONTRACTOR HOSE BIB WDID AND/OR PROJECT OWNER SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING HP HIGH POINT EXISTING DRAINAGE PATTERNS. UTILITY GENERAL NOTES 14. ALL PLANTERS ADJACENT TO THE FOUNDATIONS SHALL BE SEALED ALONG THE SIDE OF THE 1. ALL WATER LINES 3" AND SMALLER SHALL BE SCHEDULE 80 PVC, PER ASTM D-1784 WITH FOUNDATION FOOTING. ICV SOLVENT WELD FITTINGS. ALL WATER LINES 4" AND GREATER SHALL BE CLASS 200 C900 PVC. 15. EXPORTED MATERIAL SHALL BE TAKEN TO A LEGAL DUMP SITE OR PERMITTED RECEIVING SITE 2. WATER MAIN AND SEWER MAIN CROSSINGS SHALL COMPLY WITH STATE AND COUNTY HEALTH 8 APPROVED BY THE LOCAL AGENCY HAVING JURISDICTION. WV DEPARTMENT REGULATIONS. WATER SERVICE LINES AND SEWER LATERALS SHALL NOT BE IN THE IRR IRRIGATION SAME TRENCH. WATER AND SEWER LINES ONSITE SHALL HAVE A TEN FOOT MINIMUM 16. PERMISSION IS REQUIRED FROM THE ADJACENT PROPERTY OWNER WHENEVER WORK IS HORIZONTAL CLEARANCE WHENEVER POSSIBLE. WATER MAINS SHALL CLEAR ABOVE ALL SEWER PROPOSED OR NECESSARY ACROSS THE PROJECT'S PROPERTY LINES. LATERALS BY A MINIMUM OF ONE FOOT VERTICAL CLEARANCE OR UNDER BY 3' MINIMUM. WHEN WATER LINE CROSSES UNDER SEWER, OR MINIMUM CLEARANCE OVER SEWER IS NOT 17. ANY DIRT, ROCK, DEBRIS OR CONSTRUCTION MATERIAL THAT IS TRACKED OR DROPPED WITHIN ACHIEVED, SEWER SHALL BE ENCASED IN CONCRETE 10' EACH SIDE OF CROSSING. THE PUBLIC RIGHT OF WAY DURING THE TRANSPORTATION OF THAT MATERIAL OR EQUIPMENT ASSOCIATED WITH THE PROJECT SHALL BE CLEANED OR REMOVED DAILY. 3. MINIMUM WATER LINE COVER SHALL BE 24" FOR 3" DIAMETER AND SMALLER, 36" OF COVER FOR 4" DIAMETER AND LARGER. 18. DIRT ACCESS RAMP OVER CURBS AND GUTTERS TO THE CONSTRUCTION SITE ARE PROHIBITED. WHEN NECESSARY FOR ENTRANCE TO SUCH CONSTRUCTION SITES, TEMPORARY ASPHALT RAMPS 4. THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING COMPACTION TESTS OF ALL WITH A MINIMUM OF A 3" DIAMETER PIPE WILL CONSTRUCTED TO CONVEY GUTTER DRAINAGE. TRENCH BACKFILL AND SUBMIT THEM TO THE CONSTRUCTION MANAGER FOR APPROVAL. ALL BACKFILL SHALL HAVE A SAND EQUIVALENT OF 30 OR BETTER. 19. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND OBTAINING REQUIRED PERMITS FROM THE DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (OSHA). 5. WATER SERVICE, SEWER, FIRE SYSTEM AND ROOF DRAIN POINTS OF CONNECTION TO THE 7 BUILDINGS SHALL BE INSTALLED BY THE BUILDING PLUMBING CONTRACTOR. LD NGS 20. PROPOSED REVISIONS TO THE GRADING PLAN SHALL BE DRAWN IN RED PENCIL ON BOND COPIES OF THE APPROVED PLANS. THESE COPIES SHALL BE SUBMITTED TO THE PROJECT OWNER AND 6. MINIMUM BEARING AREA FOR THRUST BLOCKS SHALL BE ACCORDING TO THE THRUST BLOCK ENGINEER FOR APPROVAL. AFTER APPROVAL IS GIVEN, THE PROJECT OWNER MAY REQUIRE SCHEDULE SHOWN ON THESE PLANS. AS -BUILT THE PLANS. 7. A PIPE "DEFLECTOR' OR "REROUNDER" SHALL NOT BE USED TO REROUND OVERDEFLECTED PIPES. 21. RULE 403. AIR QUALITY CONTROL MUST BE IMPLEMENTED DURING CONSTRUCTION: 21.1. A PERSON SHALL NOT CAUSE OR ALLOW THE EMISSIONS OF FUGITIVE DUST FROM ANY 8. ALL VALVE AND CLEANOUT COVERS TO HAVE TRAFFIC RATED VANDAL PROOF COVERS AND TRANSPORT, HANDLING, CONSTRUCTION OR STORAGE ACTIVITY SO THAT THE PRESENCE OF ADJUSTED BY CONTRACTOR TO FINISH GRADE AFTER PAVING. ALL COVERS SHALL INDICATE "S" SUCH DUST REMAINS VISIBLE IN THE ATMOSPHERE BEYOND THE PROPERTY LINE OF THE FOR SEWER, "W" FOR WATER, AND "SD" FOR STORM DRAIN. EMISSION SOURCE. (DOES NOT APPLY TO EMISSION EMANATING FROM UNPAVED ROADWAYS OPEN TO PUBLIC TRAVEL OR FARM ROADS. THIS EXCLUSION SHALL NOT APPLY 9. UNDERGROUND STEEL UTILITIES SHOULD BE PROTECTED FROM CORROSION WITH 40 MIL TO INDUSTRIAL OR COMMERCIAL FACILITIES). EXTRUDED POLYETHYLENE, 20 MIL PLASTIC TAPE OVER PRIMER PER AWWA STANDARD C209, OR 21.2. A PERSON SHALL TAKE EVERY RESPONSIBLE PRECAUTION TO MINIMIZE FUGITIVE DUST HOT APPLIED COAL TAR ENAMEL OR TAPE PER AWWA STANDARD C203. 6 EMISSIONS FROM WRECKING, EXCAVATION, GRADING, CLEARING OF LAND AND SOLID WASTE DISPOSAL OPERATIONS. 10. BARE STEEL APPURTENANCES SUCH AS BOLTS, JOINT HARNESSES OR FLEXIBLE COUPLINGS 21.3. A PERSON SHALL NOT CAUSE OR ALLOW PARTICULATE MATTER TO EXCEED 100 SHOULD BE COATED WITH A COAL TAR OR RUBBER -BASED MASTIC AFTER ASSEMBLY. MICROGRAMS PER CUBIC METER WHEN DETERMINED AS THE DIFFERENCE BETWEEN UPWIND AND DOWNWIND SAMPLES COLLECTED ON HIGH VOLUME SAMPLERS AT THE 11. EWER"ABS" PIPE SHOWN ON PLAN SHALL COMPLY WITH SECTION 207-16 ABS COMPOSITE PIPE S , PROPERTY LINE FOR A MINIMUM OF FIVE HOURS. 207-17 "POLYVINYL CHLORIDE PLASTIC PIPE", 207-15 ""ABS SOLID WALL PIPE" OR 207-8 21.4. A PERSON SHALL TAKE EVERY REASONABLE PRECAUTION TO PREVENT VISIBLE PARTICULATE "VITRIFIED CLAY PIPE" OF THE STANDARD SPECIFICATIONS. "PVC" AND "ABS SOLID WALL PIPE" TO MATTER FROM BEING DEPOSITED UPON PUBLIC ROADWAYS. PRECAUTIONS SHALL INCLUDE, HAVE A STANDARD DIMENSION RATIO (SDR) OF 35 OR STRONGER BUT ARE NOT LIMITED TO, THE REMOVAL OF PARTICULATE MATTER FROM EQUIPMENT PRIOR TO THE MOVEMENT ON PAVED STREETS ONTO WHICH SUCH MATERIAL HAS BEEN 12. CONTRACTOR SHALL EXPOSE ALL EXISTING WATER AND SEWER PIPELINES AT PROPOSED DEPOSITED. CONNECTION POINTS TO CONFIRM MATERIAL TYPES LOCATION, AND ELEVATION PRIOR TO 21.5. SUBSECTIONS (22.1) AND (22.2) SHALL NOT BE APPLICABLE WHEN THE WIND SPEED BEGINNING CONSTRUCTION. INSTANTANEOUSLY EXCEEDS 40 KILOMETERS 25 MILES PER HOUR OR WHEN THE AVERAGE WIND SPEED IS GREATER THAN 25 KILOMETERS (15 MILES) PER HOUR. THE AVERAGE WIND 13. ALL WATERLINES SHALL HAVE UNDERGROUND WARNING TAPE PLACED 12" ABOVE THE LINES IN SPEED DETERMINATIONS SHALL BE ON A 15 MINUTE AVERAGE AT THE NEAREST OFFICIAL THE TRENCH. NOWMETALIC LINES SHALL HAVE METALLIC LINED TAPE. 5 AIR -MONITORING STATION OR BY A WIND INSTRUMENT LOCATED AND MONITORED ON SITE. 14. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR AND COORDINATE THE RELOCATION OF ANY EXISTING UTILITIES DEEMED NECESSARY BY THE PROPOSED IMPROVEMENT. 22. CONSTRUCTION ACTIVITIES SHALL OCCUR ONLY BETWEEN THE HOURS OF 7:00 AM AND 7:00 PM, MONDAY THROUGH FRIDAY AND BETWEEN THE HOURS OF 9:00 AM AND 6:00 PM SATURDAYS, 15. WHENEVER IT BECOMES NECESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, THE UNLESS OTHERWISE AUTHORIZED BY THE PROJECT OWNER AND AGENCY. CONTRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY THE PROJECT ENGINEER OR THE CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE THOSE 23. CONTRACTOR SHALL USE LOW EMISSION MOBILE CONSTRUCTION EQUIPMENT DURING ALL SITE IMPROVEMENTS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. PREPARATION, GRADING AND CONSTRUCTION ACTIVITIES, WHERE FEASIBLE. 16. PRIOR TO PLACING OF UNDERGROUND UTILITIES, THE LOCATION OF ALL UNDERGROUND 24. CONTRACTOR SHALL MAINTAIN ALL CONSTRUCTION ENGINES TUNED CONSISTENT WITH FACILITIES ( ELECTRICAL, TELEPHONE, CABLE TV, GAS, ETC.) SHALL BE MARKED. MANUFACTURER'S SPECIFICATIONS DURING ALL SITE PREPARATION GRADING AND CONSTRUCTION ACTIVITIES. 17. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES BY POTHOLING OR OTHER MEANS UNDERGROUND UTIL S ( ), CONTRACTORS SHALL NOTIFY 25. CONTRACTOR SHALL USE LOW SULFUR FUEL FOR STATIONARY CONSTRUCTION EQUIPMENT AS UNDERGROUND SERVICE ALERT (U.S.A.) 800/227-2600 AT LEAST 72 HOURS PRIOR TO ANY 4 REQUIRED BY AQMD RULE 431.1 AND 431.2 AND SHALL USE EXISTING POWER SOURCES AND EXCAVATION TO LOCATE EXISTING UTILITIES. CLEAN FUEL GENERATORS WHEN POSSIBLE AS FEASIBLE DURING ALL SITE PREPARATION, GRADING AND CONSTRUCTION ACTIVITIES. 18. CONTRACTOR SHALL OBTAIN ANY REQUIRED O.S.H.A. PERMITS PRIOR TO ANY EXCAVATIONS. 26. CONSTRUCTION PARKING SHALL BE ONSITE. TRAFFIC CONTROL AND ACCESS SHALL BE IN 19. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING ACCORDANCE WITH THE AGENCY HAVING JURISDICTION OVER THE PROJECT. WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. ' 27. THE SPEED OF CONSTRUCTION VEHICLES ON-SITE SHALL BE LIMITED TO 15 MILES PER HOUR. ' 20. ALL SEWER PIPES SHALL BE INSTALLED AT STRAIGHT GRADES BETWEEN INVERT ELEVATIONS i 28. TRUCKS AND LARGE CONSTRUCTION VEHICLES SHALL OBTAIN APPROVED ROUTES FROM THE INDICATED. IN NO CASE SHALL SEWERS BE INSTALLED AT SLOPES LESS THAN THE FOLLOWING: AGENCY'S PUBLIC WORKS/ENGINEERING DEPARTMENT. 8" SEWER / S=0.0050 B ' 6" SEWER / S=0.010 ' 29. THE CONTRACTOR SHALL CONTROL DUST IN AREAS USED FOR OFF -PAVEMENT PARKING, 4" SEWER / 5=0.0200 MATERIAL LAYDOWN AREAS OR THOSE AREAS AWAITING FUTURE CONSTRUCTION. FREQUENTLY ACCESSED AREAS SHALL BE PAVED OR BASED AS EARLY AS POSSIBLE TO MINIMIZE DIRT 21. ALL CHANGES IN HORIZONTAL ALIGNMENT OF SEWER PIPE SHALL BE ACCOMPLISHED BY USE OF ; 3 TRACKOUT THE PUBLIC RIGHT OF WAY. MANUFACTURED FITTINGS AND ELBOWS, AND WHERE ADDITIONALLY NECESSARY, PIPE JOINT ' DEFLECTIONS WITHIN ALLOWABLE LIMITS PER THE PRODUCT SPECIFICATIONS. 30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING MEASURE: 30.1. CESSATION OF ACTIVITIES DURING A STAGE -2 SMOG EPISODE. CALL 800-242-4022 FOR THE 22. CLEAN OUTS SHALL BE INSTALLED ON ALL SEWER AND STORM DRAIN LINES IN ACCORDANCE DAILY SMOG FORECAST. WITH THE CALIFORNIA PLUMBING CODE. THE MINIMUM SPACING BETWEEN CLEAN OUTS SHALL 30.2. TRUCK ROUTES AND SCHEDULES FOR THE RECEIPT OF MATERIALS SHALL BE COORDINATED BE IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE REGARDLESS IF SHOWN WITHIN > WITH THE APPROPRIATE AGENCIES. THESE PLANS. i 30.3. WHERE FEASIBLE, ON -ROAD AND OFF-ROAD VEHICLES AND EQUIPMENT SHALL BE TURNED i OFF AND SUBSEQUENTLY RESTARTED IF THE ANTICIPATED DURATION OF IDLING IS 23. ALL WET UTILITY TRENCHES, BEDDING AND BACKFILL SHALL CONFORM TO SECTION 306-1.2.1 OF )I EXPECTED TO EXCEED FIVE MINUTES. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. SUBSTITUTION OF BEDDING MATERIAL SHALL BE APPROVED BY THE PROJECT CIVIL ENGINEER. 1 31. THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING HIGH WIND DUST CONTROL MEASURE ' WHEN INSTANTANEOUS WIND SPEEDS EXCEED 25 MILES PER HOUR: 24. THE CONTRACTOR SHALL PERFORM TESTING, FLUSHING AND DISINFECTING OF SYSTEMS IN J 31.1. TERMINATION / MODIFICATION OF SCRAPERS, GRADERS OR DOZERS ON UNPAVED ACCORDANCE WITH THE PROJECT SPECIFICATIONS. SURFACES UNTIL WINDS SUBSIDE. ; 2 31.2. APPLICATION OF WATER AS NEEDED TO ANY UNPAVED SURFACE WITH VEHICLE OR 25. THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS -BUILT DRAWINGS IN ACCORDANCE EQUIPMENT OPERATIONS. WITH THE PROJECT SPECIFICATIONS. ; 31.3. APPLICATION OF WATER OR OTHER DUST CONTROL MATERIAL TO ANY PREVIOUSLY GRADED ' SURFACE IF DUST EMANATION IS VISIBLE FROM SUCH A SURFACE. 26. ALL PIPE SIZE REFERENCES ARE MINIMUM INSIDE DIAMETER SIZE. HORIZONTAL DIMENSIONS SHOWN ON THESE PLANS ARE TO CENTERLINE OF PIPES. 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EQUIPMENT TO PREVENT VISIBLE SOOT FROM REDUCING LIGHT TRANSMISSION THROUGH THE EXHAUST STACK BY MORE THAN 20 27. NATURAL GAS SERVICE LINES MAY BE INSTALLED IN A COMMON TRENCH WITH WATERLINES IN ' PERCENT FOR MORE THAN THREE MINUTES PER HOUR AND USE LOW SULFUR FUEL AS REQUIRED ACCORDANCE WITH THE PROJECT SPECIFICATIONS. I BY THE APPROPRIATE AGENCY. 28. DRINKING FOUNTAIN AND IRRIGATION APPURTENANCES SHOWN HEREON ARE APPROXIMATE 33. TRUCKS USED IN HAULING DIRT TO OR FROM THE SITE ON PUBLIC ROADS WILL BE COVERED OR AND THE CONTRACTOR SHALL REFER TO THE ARCHITECTS AND LANDSCAPE ARCHITECTS PLANS WILL MAINTAIN A SIX INCH DIFFERENTIAL BETWEEN THE MAXIMUM HEIGHT OF ANY MATERIAL FOR THE EXACT LOCATION. ', HAULED AND THE TOP OF THE TRAILER. HAUL TRUCK DRIVERS WILL LOAD PRIOR TO LEAVING THE 1 SITE TO PREVENT SOIL LOSS DURING TRANSPORTATION. 29. THE CONTRACTOR SHALL CONSTRUCT SEWER LATERALS FROM THE LOWEST POINT OF ELEVATION I (THE POINT OF CONNECTION TO THE CITY SEWER SYSTEM). 34. PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE, EXISTING SURVEY > MONUMENTS SHALL BE NOTED AND DOCUMENTED BEFORE CONSTRUCTION. IF ANY A I B I C I D I E I F G I H I I PROFESSIONAL ENGINEERS NOTICE TO CONTRACTOR 1. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS." THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. 2. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE THAT THIS LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 3. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY ASEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER C ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE TO OR PROTECTION OF THESE LINES. DEMOLITION GENERAL NOTES 1. UTILITIES: THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS AND BEST RECOLLECTION OF FACILITY STAFF, THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR POT HOLE TO DETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO OR PROTECTION OF ALL EXISTING UTILITY LINES. 2. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION OF THE SITE AND SHALL REMOVE AND DISPOSE OF ALL STRUCTURES ABOVE AND OR BELOW GROUND UNLESS OTHERWISE NOTED. ANY HAZARDOUS MATERIALS ENCOUNTERED SHALL BE HANDLED AND REMOVED AS REQUIRED BY LOCAL AND/OR STATE LAWS AT NO COST TO THE OWNER. 3. THE CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID DAMAGE TO EXISTING HARDSCAPE IMPROVEMENTS , UTILITY FACILITIES, AND LANDSCAPING FEATURES THAT ARE NOT AFFECTED BY THESE PLANS, 4. ALL JOIN LINES SHALL BE SAW CUT ON A NEAT, STRAIGHT LINE PARALLEL WITH THE JOIN. THE CUT EDGE SHALL BE PROTECTED FROM CRUSHING, AND ALL BROKEN EDGES SHALL BE RECUT PRIOR TO JOINING. 5. ALL EXISTING OBJECTIONABLE MATERIALS THAT CONFLICT WITH PROPOSED IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, BUILDING FOUNDATIONS, UTILITIES AND APPURTENANCES, TREES, SIGNS, AND STRUCTURES, ETC. SHALL BE REMOVED AND DISPOSED BY THE CONTRACTOR AT NO COST TO THE OWNER, UNLESS OTHERWISE INDICATED HEREIN, OR AS DIRECTED BY THE CONSTRUCTION MANAGER. 6. THE CONTRACTOR SHALL PROTECT ALL EXISTING STREETS FROM DAMAGES CAUSED BY HIS OPERATIONS. ANY CURBS DAMAGED DURING HIS OPERATIONS SHALL BE SAWCUT AND REPLACED AT NO COST TO THE OWNER. ANY EXISTING PAVING IDENTIFIED AS POTENTIALLY NEEDING TO BE REPLACED SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF WORK. 7. THE CONTRACTOR SHALL PERFORM AND BE RESPONSIBLE FOR ALL CLEARING AND GRUBBING OPERATIONS AS NECESSARY TO COMPLETE THE WORK, INCLUDING TRANSPORTATION AND DISPOSAL OF ALL REMOVED MATERIALS, AND ALL ASSOCIATED COSTS. ACCESSIBILITY NOTICE TO CONTRACTOR 1. ALL SLOPES IN DIRECTION OF TRAVEL SHOWN ON THIS PLAN WERE DESIGNED AT OR BELOW MAXIMUM ALLOWED GRADES BY THE AMERICANS WITH DISABILITIES ACT ACCESS GUIDE (ADAAG), AND THE CALIFORNIA BUILDING CODE (CBC) IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO FAMILIARIZE THEMSELVES WITH THE ADAAG AND CBC AND IN THE EVENT THAT A DESIGN QUESTION SHOULD ARISE, OR A FIELD CONDITION PRESENT ITSELF THAT IS DIFFERENT THAN SHOWN ON THESE PLANS, WORK SHOULD CEASE AND THE DESIGN ENGINEER SHALL BE NOTIFIED SO THAT AN ACCEPTABLE SOLUTION CAN BE DETERMINED. 2. THE CONTRACTOR IS ADVISED TO CAREFULLY CHECK ALL PHASES OF WORK RELATING TO ADAAG AND CBC ACCESS FOR THIS PROJECT. SINCE THE CODE DOES NOT ALLOW FOR A CONSTRUCTION TOLERANCE, ANY CONSTRUCTION THAT EXCEEDS MAXIMUM OR MINIMUM DIMENSIONS AND SLOPES AS CALLED OUT BY ADAAG AND CBC ARE SUBJECT TO REJECTION BY THE INSPECTOR AND MAY BE REQUIRED TO BE REMOVED AND REPLACED. 3. SINCE THE CIVIL ENGINEER OR SURVEYOR CANNOT CONTROL THE EXACT METHODS OR MEANS USED BY THE GENERAL CONTRACTOR OR THEIR SUB -CONTRACTORS DURING THE GRADING AND CONSTRUCTION OF Y ASSUMES THE PROJECT, THE CIVIL ENGINEER OR SURVEYOR SSU S NO RESPONSIBILITY FOR THE FINAL ACCEPTANCE OF ADAAG AND CBC RELATED ITEMS OF THIS PROJECT BY THE INSPECTING AUTHORITY OR OTHER AFFECTED PARTIES. 4. COMPLIANCE WITH THE ADAAG AND CBC CONSTRUCTION REQUIREMENTS AND CALIFORNIA TITLE 24 WILL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND HIS SUB -CONTRACTORS. CITY OF BAKERSFIELD FIRE GENERAL NOTES J I K I L PROJECT PARTICIPANTS PROPERTY OWNER: DOLLINGER PROPERTIES 126-100-24-00-6 555 TWIN DOLPHIN DRIVE, SUITE 600 126-100-25-00-9 REDWOOD CITY, CA 94065 AGENCY: CITY OF BAKERSFIELD 4.16 AC 1600 TRUXTON AVENUE 661.837.7200 BAKERSFIELD, CA 93301 ARCHITECT: MCKENTLY MALAK ARCHITECTS 2700 "M" STREET, SUITE 500 35 HUG US ALLEY SUITE 200 BAKERSFIELD, CA 93301 PASADENA, CA 91103 CIVIL ENGINEER: CIVIL DESIGN STUDIO, INC. AT&T ROBERT WINSLOW, P. E., QSD 4540 CALIFORNIA AVENUE, SUITE 400 P.O. BOX 199 BAKERSFIELD, CA 93309 CAMBRIA, CA 93428 661.631.6473 805.706.0401 GEOTECHNICAL ENGINEER: SALEM ENGINEERING GROUP, INC. SOLID WASTE DIVISION 2809 UNICORN ROAD, SUITE 103 4101TRUXTON AVENUE BAKERSFIELD, CA 93308 PROJECT INFORMATION ZONING: WM-GC (GENERAL COMMERCIAL ZONE C-2) APN: 126-100-18-00-9 15-0526 16-40000033 MOUNT VERNON MARKET 2630 %1T VERNON AVE ONSITE GRADING 126-100-24-00-6 WATER: 126-100-25-00-9 SITE AREA: 5.75 AC AREA DISTURBED: 4.16 AC WDID NUMBER: 5F15C377710 GRADING INFORMATION* CUT QUANTITY: 4000 CUBIC YARDS FILL QUANTITY: 10,000 CUBIC YARDS NET CUT/FILL: 6000 CUBIC YARDS IMPORT T EARTHWORK QUANTITIES ARE PROVIDED FOR PERMITTING INFORMATION ONLY. THE QUANTITIES SHOWN ABOVE ARE NOT INTENDED FOR USE BY THE CONTRACTOR WHEN ESTIMATING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO GENERATE AND/OR VERIFY EARTHWORK QUANTITIES. UTILITY INFORMATION ELECTRICITY AND GAS: PACIFIC GAS AND ELECTRIC JP WWW.PGE.COM 15-0526 16-40000033 MOUNT VERNON MARKET 2630 %1T VERNON AVE ONSITE GRADING 661.398.5960 WATER: CAL WATER AC 3725 SOUTH "H" STREET ^J BAKERSFIELD, CA 93304 ARCH 661.837.7200 SEWER: KERN SANITATION AUTHORITY AV 2700 "M" STREET, SUITE 500 MJ BAKERSFIELD, CA 93301 BLDG 661.862.8911 TELEPHONE/CABLE TV: AT&T BCR 4540 CALIFORNIA AVENUE, SUITE 400 NG BAKERSFIELD, CA 93309 BEG 661.631.6473 TRASH SERVICE: CITY OF BAKERSFIELD BF SOLID WASTE DIVISION OH / OHD 4101TRUXTON AVENUE BSW BAKERSFIELD, CA 93309 P/A 661.326.3114 SURVEY NOTES BENCHMARK: THE BENCHMARK FOR THIS PROJECT IS A FOUND MONUMENT AT THE INTERSECTION OF MOUNT VERNON AVENUE AND COLUMBUS STREET. NORTHING = 2332395.0324 EASTING = 6273310.0145 ELEVATION = 632.7981 BASIS OF BEARING: THE BASIS OF BEARING FOR THIS PROJECT IS THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 21, T.29 S., R. 28E., M.D.B. Q. M., WAS TAKEN TO BE NORTH 00°00'51" WEST AS SHOWN 1. FIRE WATER SERVICES SHALL CONFORM TO N.F.P. CHAPTER 13 SPECIFICATIONS AND SHALL BE INSPECTED ON TRACT NO. 1629, ACCORDING TO THE MAP THEREOF RECORDED IN BOOK 8 OF MAPS AT BY CITY OF BAKERSFIELD WATER RESOURCES DEPARTMENT INCLUDING ALL PIPING, KICKERS, PAGE 23, KERN COUNTY RECORDS. CONNECTIONS FROM THE CITY WATER MAIN THE BUILDING, INCLUDING THE RISER. ORIGIN OF SURVEY INFORMATION: 2. ALL ANGEL POINTS WILL HAVE CONCRETE KICKERS AS PER CITY WATER STANDARDS. THE TOPOGRAPHIC INFORMATION SHOWN IN THESE DRAWINGS AND USED TO DESIGN THE INFORMATION SHOWN ON THESE DRAWINGS WAS PERFORMED AND PREPARED BY DIXON AND 3. F.D.C. WILL BE A MAXIMUM DISTANCE OF TEN (10) FEET FROM FLOWLINE OF CURB AND GUTTER AND 150 ASSOCIATES, INC LAND SURVEYING ON OCTOBER 26TH, 2015. IF DISCREPANCIES ARE FEET MAXIMUM DISTANCE FROM A PUBLIC FIRE HYDRANT. ENCOUNTERED DURING CONSTRUCTION THE SURVEYOR AND CONTRACTOR WILL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY AND PRIOR TO CONTINUING CONSTRUCTION. 4. FIRE SERVICE SHALL NOT PASS THROUGH ANY FOOTINGS. 5. ANY FLOOR OR WALL PENETRATIONS SHALL BE SLEEVED AND INCLUDE A FLEXIBLE MATERIAL WITHIN THE ANNULAR SPACE. 6. RISER INTO BUILDING SHALL BE STAINLESS STEEL ONE PIECE UNIT WITHIN THE BUILDING FOOTPRINT AND SHALL MAINTAIN A ONE (1) FOOT CLEARANCE MINIMUM FROM ALL WALLS. RISER SHALL TERMINATE EIGHTEEN (18) INCHES ABOVE FINISH FLOOR ELEVATION. 7. FIRE SERVICE SHALL BE SHOWN TO PASS A 200 PSI TWO (2) HOUR TEST DOCUMENTED BY CITY OF BAKERSFIELD WATER RESOURCES. 8. A CIVIL ENGINEERED SET OF PLANS SHALL BE SUBMITTED TO CITY OF BAKERSFIELD WATER RESOURCES FOR REVIEW AND SIGNATURE, CLEARLY REFLECTION THF ABOVE CRITERIA. PLANS SHALL BE SUBMITTED TO CITY OF BAKERSFIELD WATER RESOURCES WITH PRIOR FIRE DEPARTMENT APPROVAL CLEARLY INDICATED. * s.\.ot& S Pvoj ft*t4 f • Tb "4- meta' op vvh,' c tbE vY s► we 0'*L .. At e4-Ate4taG v mx-Si, stI *tu, " aArwitm4ry '[b i-tttr 4*TttFAvna4 OF "Cr C4TY of 6Ak9rXCA6L10 PV60d V'tkWf A4410 OV"04t44 LEGEND •• SD STORM DRAIN LINE SS SANITARY SEWER I.INE • WL WATER LINE G GAS LINE a� �m .1-E - EXISTING ELECTRIC LINE - > FLOWLINE -,---,,.,......�>........,.. -...,-...-....-..-.- EXISTING FLOWLINE .....,....... ................. .......... ....... EXISTING MAJOR CONTOUR --1-111 ......- .. ......, EXISTING MINOR CONTOUR m = = = = = t All = W -W0 RETAINING WALL - - PROPERTY LINE - STREET CENTERLINE / }-w $. _..,_ EXISTING BUILDING G I H M N 00 �� LA,os PROJECT SITE > z O z = LU > 11 2 VICINITY MAP NOT TO SCALE ABBREVIATIONS CA ROUTE 178 APWA ASPHALT PAVING JP CONCRETE IN DRIVE AISLE 15-0526 16-40000033 MOUNT VERNON MARKET 2630 %1T VERNON AVE ONSITE GRADING CONCRETE IN PEDESTRIAN AREA L/A PLANTER AREA AC ASPHALTIC CONCRETE ^J DETECTABLE WARNING SURFACE M N 00 �� LA,os PROJECT SITE > z O z = LU > 11 2 VICINITY MAP NOT TO SCALE ABBREVIATIONS CA ROUTE 178 APWA AMERICAN PUBLIC WORKS JP JOINT POLE 15-0526 16-40000033 MOUNT VERNON MARKET 2630 %1T VERNON AVE ONSITE GRADING ASSOCIATION L/A LANDSCAPE AREA AC ASPHALTIC CONCRETE LP LIGHT POLE / LOW POINT ARCH ARCHITECT MH MANHOLE AV AIR VAC RELEASE MJ MECHANICALJOINT BLDG BUILDING MON MONUMENT BCR BEGIN CURB RETURN NG NATURAL GRADE BEG BEGINNING NAP NOTA PART BF BLIND FLANGE OH / OHD OVERHEAD UTILITY BSW BACK OF SIDEWALK P/A PLANTER AREA BVC BEGIN VERTICAL CURVE P/L PROPERTY LINE BW BOTTOM OF WALL PC POINT OF CURVATURE BO BLOW OFF PCCR POINT OF COMPOUND CURVE C/L CENTERLINE PCC PORTLAND CEMENT CONCRETE CB CATCH BASIN PE PAD ELEVATION CMU CONCRETE MASONRY UNIT PI POINT OF INFLECTION CO CLEANOUT POC POINT OF CONNECTION (UTILITY) CONC CONCRETE PP POWER POLE DDC DOUBLE DETECTOR CHECK PRCR POINT OF REVERSE CURVE D/W DRIVEWAY PS PARKING STRIPE ECR END CURB RETURN PT POINT OF TANGENCY EG EXISTING GRADE PUE PUBLIC UTILITY EASEMENT EL. ELEVATION PVI POINT OF VERTICAL INFLECTION ENG ENGINEER R/W, ROW RIGHT OF WAY EP EDGE OF PAVEMENT RP REDUCED PRESSURE BACKFLOW ESMT EASEMENT DEVICE EVC END VERTICAL CURVE SD STORM DRAIN FCC FIRE DEPARTMENT CONNECTION SG SUB -GRADE ELEVATION FF FINISHED FLOOR ELEVATION SS SANITARY SEWER FG FINISHED GROUND ELEVATION STA STATION FH FIRE HYDRANT TB THRUST BLOCK FL FLOW LINE TC TOP OF CURB FLG FLANGED TEL TELEPHONE FS FINISHED SURFACE ELEVATION TF TOP OF FOOTING GB GRADE BREAK TI TRAFFIC INDEX GM GAS METER TG TOP OF GRATE GV GAS VALVE TW TOP OF WALL GTD GRADE TO DRAIN VC VERTICAL CURVE GUY GUY WIRE ANCHOR VLT VAULT HB HOSE BIB WDID WASTE DISCHARGE HP HIGH POINT IDENTIFICATION NUMBER IE SEWER INVERT ELEVATION WL WATERLINE ICV IRRIGATION CONTROL VALVE WM WATER METER INV STORM DRAIN INVERT ELEVATION WV WATER VALVE IRR IRRIGATION The GRADING PLAN as shown on this drawing is hereby approved, subject to any indicated corrections or adddions. Approval by ft Public Works Department and Building Department indicates approval only as to design criteria used and conformance to City Standards, Codes and Ordinances. Engineer for the subdividefordeveloper" bereeponsible for accuracy of calculations for this pian and shah submit a certfied'as- graded' plan after complelion of the grading. 7U:4L P `�- 6�nt Late *!g-1 Building Department Date PROJECT NOTES EXISTING CLEANOUT - SPR # PERMIT# PROJECT TITLE PROJECT ADDRESS PROJECT TYPE I STATUS 15-0526 16-40000033 MOUNT VERNON MARKET 2630 %1T VERNON AVE ONSITE GRADING APPROVED 16-0396 17-40000003 MOUNT VERNON MARKET - PHASE 2 2644 MT VERNON AVE ONSITE GRADING I IN PLAN CHECK t- �J MOUNT VERNON MARKETPLACE - PHASE 2 2644 MT VERNON AVE PUBLIC IMPROVEMENT PLANS IN PLAN CHECK -,;, `. �}j:. , EXISTING CLEANOUT 'iEXISTING STORM DRAIN MANHOLE YFIRE HYDRANT ;- ';SD) WATER METER ; :. DOUBLE DETECTOR CHECK >Q STORM DRAIN MANHOLE \,"413- -5-5) PROPOSED ELEVATION C,\ r -C700 F--C--80-0--- 436.55 EXISTING SANITARY SEWER MANHOLE -1 SS, EXISTING ELEVATION -` , ; SANITARY SEWER MANHOLE _ , EXISTING SURFACE GRADE ,,,. _` EXISTING STORM DRAIN CATCH BASIN i'' Li... STORM DRAIN CATCH BASIN a STORM DRAIN/SEWER CLEANOUT L YARD DRAIN J I K ,. EXISTING CLEANOUT _ SHEET TITLE - EXISTING FIRE HYDRANT YFIRE HYDRANT �� WATER METER \��! �_1_ DOUBLE DETECTOR CHECK >Q EXISTING WATER VALVE \,"413- -5-5) PROPOSED ELEVATION G r -C700 F--C--80-0--- 436.55 01 _._ I FS EXISTING ELEVATION a 1.0% FINISH SURFACE GRADE 1.0%) EXISTING SURFACE GRADE L M ---- SHEET LIST TABLE SHEET # _ SHEET TITLE - C100 TITLE SHEET C200 C300 -EXISTING CONDITIONS & DEMOLITION PLAN SITE PLAN 'C400 GRADING PLAN C401 CROSS SECTIONS C500 UTILITY PLAN -------.------- C600 ----- -.---- --C600 HORIZONTAL CONTROL PLAN r -C700 F--C--80-0--- s EROSION CONTROL PLAN --- DETAIL SHEET 01 _._ I v DETAIL SHEET I _-- ------- *7� DIAL TOLL FREE I 811 OR -I (1-800-227-2600) AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF CALIFORNIA N ( CITY RECORDS NO: ` IN fh = ao C� q -1 01i >1�- z Nino U MW (--� � o n. n C7\ .2 2 0=0 ~ U-) o, (14 '4 b 'J 4E 12 i 1 1.11 Q - j>�1 5 3� IM, U \S� , . 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I 126-]4]-08-00-9 ]26-141-09-00-2 .c I (855f fi'llLfj 3s-14 ] -06-00-3. . e: I EXISTING TOPOGRAPHIC NOTES 1 EXISTING CONCRETE IMPROVEMENTS - PROTECT IN PLACE 2 EXISTING ASPHALT PAVING - PROTECT IN PLACE 3 EXISTING UTILITY FEATURE - PROTECT IN PLACE 0 EXISTING FENCE - PROTECT IN PLACE 5O EXISTING HARDSCAPE IMPROVEMENTS - REMOVE AND DISPOSE OF O6 EXISTING BUILDING - REMOVE AND DISPOSE OF 7 EXISTING SIGN - REMOVE AND DISPOSE OF 8 EXISTING UTILITY FEATURE - REMOVE AND DISPOSE OF 8a EXISTING UTILITY FEATURE - REMOVE AND RELOCATE PER SHEET C500 - UTILITY PLAN wEXISTING TREE - REMOVE AND DISPOSE OF ONSITE IMPROVEMENTS PER APPROVED PLANS TITLED "MOUNT VERNON MARKET - 2630 MOUNT VERNON AVENUE" (SPR #: 15-0526, PERMIT #: 16-40000033) PREPARED BY CIVIL DESIGN STUDIO, INC. A I B I C N DEMOLITION GENERAL NOTES 1. UTILITIES: THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS AND BEST RECOLLECTION OF FACILITY STAFF, THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR POT HOLE TO DETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO OR PROTECTION OF ALL EXISTING UTILITY LINES. 2. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION OF THE SITE AND SHALL REMOVE AND DISPOSE OF ALL STRUCTURES ABOVE AND OR BELOW GROUND UNLESS OTHERWISE NOTED. ANY HAZARDOUS MATERIALS ENCOUNTERED SHALL BE HANDLED AND REMOVED AS REQUIRED BY LOCAL AND/OR STATE LAWS AT NO COST TO THE OWNER. 3. THE CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID DAMAGE TO EXISTING HARDSCAPE IMPROVEMENTS, UTILITY FACILITIES, AND LANDSCAPING FEATURES THAT ARE NOT AFFECTED BY THESE PLANS. 4. ALL JOIN LINES SHALL BE SAW CUT ON A NEAT, STRAIGHT LINE PARALLEL WITH THE JOIN. THE CUT EDGE SHALL BE PROTECTED FROM CRUSHING, AND ALL BROKEN EDGES SHALL BE RECUT PRIOR TO JOINING. 5. ALL EXISTING OBJECTIONABLE MATERIALS THAT CONFLICT WITH PROPOSED IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, BUILDING FOUNDATIONS, UTILITIES AND APPURTENANCES, TREES, SIGNS, AND STRUCTURES, ETC. SHALL BE REMOVED AND DISPOSED BY THE CONTRACTOR AT NO COST TO THE OWNER, UNLESS OTHERWISE INDICATED HEREIN, OR AS DIRECTED BY THE CONSTRUCTION MANAGER. 6. THE CONTRACTOR SHALL PROTECT ALL EXISTING STREETS FROM DAMAGES CAUSED BY HIS OPERATIONS. ANY CURBS DAMAGED DURING HIS OPERATIONS SHALL BE SAWCUT AND REPLACED AT NO COST TO THE OWNER. ANY EXISTING PAVING IDENTIFIED AS POTENTIALLY NEEDING TO BE REPLACED SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF WORK. 7. THE CONTRACTOR SHALL PERFORM AND BE RESPONSIBLE FOR ALL CLEARING AND GRUBBING OPERATIONS AS NECESSARY TO COMPLETE THE WORK, INCLUDING TRANSPORTATION AND DISPOSAL OF ALL REMOVED MATERIALS, AND ALL ASSOCIATED COSTS. C F G SURVEY NOTES BENCHMARK: THE BENCHMARK FOR THIS PROJECT IS A FOUND MONUMENT AT THE INTERSECTION OF MOUNT VERNON AVENUE AND COLUMBUS STREET. NORTHING = 2332395.0324 EASTING =6273310.0145 ELEVATION = 632.7981 BASIS OF BEARING: THE BASIS OF BEARING FOR THIS PROJECT IS THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 21, T.29 S., R. 28E., M.D.B. & M., WAS TAKEN TO BE NORTH 00°00'51" WEST AS SHOWN ON TRACT NO. 1629, ACCORDING TO THE MAP THEREOF RECORDED IN BOOK 8 OF MAPS AT PAGE 23, KERN COUNTY RECORDS. ORIGIN OF SURVEY INFORMATION: THE TOPOGRAPHIC INFORMATION SHOWN IN THESE DRAWINGS AND USED TO DESIGN THE INFORMATION SHOWN ON THESE DRAWINGS WAS PERFORMED AND PREPARED BY DIXON AND ASSOCIATES, INC LAND SURVEYING ON OCTOBER 26TH, 2015. IF DISCREPANCIES ARE ENCOUNTERED DURING CONSTRUCTION THE SURVEYOR AND CONTRACTOR WILL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY AND PRIOR TO CONTINUING CONSTRUCTION. LEGEND OHARDSCAPE DEMOLITION 40 PHASE 1 WORK BOUNDARY I L SCALE: 1" = 30' 30 15 0 30 60 K I L I m ' N I CITY RECORDS NO: Q 61 - ,e.-)- 4 ENGINEER OF RECORD N w V) = ^ / 0- 1 w = Q L z O Nz I..f` W > z Z) O 2 2a z H u 0 CL REVISIONS z 9 a 0 1-- u u LL CL P 0 W w CL z J a w D W (.0 Q O z 0) � 0 O Q rn O z U M o d` Lu 0 � > J �u.J�:ii Z L1. a - Z) =N 2 O W tr Lu c � m G Q d- m (V O O L/) �D LJLJ Lu I"_ ~� =� 0 c /) Rzt Lu Lii M C' > Q 0-U = o � °- z - = = U Lu a- O 0 0 Z .J z o 0 j w= O �- M Lli Lli Ln REVIEWED BY: RDW PREPARED BY: M M M DATE: April 6, 2017 SCALE: 11' = 301 CDS JOB #: 15-056.2 EXISTI Nv CONDITIONS & DEMOLITION PLAN C200 SHEET 2 OF 10 SHEETS Z a�Do 00o I - a � U � o mC) '--, Izi `� � U 0 Wt Wrl Irl mma I.- P-4:4_ ` vC7 >1,2! r w m r v z r - z �e w � E .n I , -,.I 1 I f�� ,, s' ; , U Z ILS .1 a r-4 W - �4 z J �0 '° z W o J = �. ~ � O u. t\ a x ENGINEER OF RECORD N w V) = ^ / 0- 1 w = Q L z O Nz I..f` W > z Z) O 2 2a z H u 0 CL REVISIONS z 9 a 0 1-- u u LL CL P 0 W w CL z J a w D W (.0 Q O z 0) � 0 O Q rn O z U M o d` Lu 0 � > J �u.J�:ii Z L1. a - Z) =N 2 O W tr Lu c � m G Q d- m (V O O L/) �D LJLJ Lu I"_ ~� =� 0 c /) Rzt Lu Lii M C' > Q 0-U = o � °- z - = = U Lu a- O 0 0 Z .J z o 0 j w= O �- M Lli Lli Ln REVIEWED BY: RDW PREPARED BY: M M M DATE: April 6, 2017 SCALE: 11' = 301 CDS JOB #: 15-056.2 EXISTI Nv CONDITIONS & DEMOLITION PLAN C200 SHEET 2 OF 10 SHEETS p,aM a�Do �d4A � � ga mit mC) �n Wt `4 C mma I.- V) (y, 4) _ m >1,2! r w m v � =4-0o M �e x Q N000 � 00 W : X) _ 0'o 'o M V) ,., Lf) M cl9 0- I- ENGINEER OF RECORD N w V) = ^ / 0- 1 w = Q L z O Nz I..f` W > z Z) O 2 2a z H u 0 CL REVISIONS z 9 a 0 1-- u u LL CL P 0 W w CL z J a w D W (.0 Q O z 0) � 0 O Q rn O z U M o d` Lu 0 � > J �u.J�:ii Z L1. a - Z) =N 2 O W tr Lu c � m G Q d- m (V O O L/) �D LJLJ Lu I"_ ~� =� 0 c /) Rzt Lu Lii M C' > Q 0-U = o � °- z - = = U Lu a- O 0 0 Z .J z o 0 j w= O �- M Lli Lli Ln REVIEWED BY: RDW PREPARED BY: M M M DATE: April 6, 2017 SCALE: 11' = 301 CDS JOB #: 15-056.2 EXISTI Nv CONDITIONS & DEMOLITION PLAN C200 SHEET 2 OF 10 SHEETS A 12 11 10 [L; 7 0 0 0 m O O O m 5 I] B C D E F G F. I I *''. F `\ K f X'I.S`Tfr1/G BUILDING�;-- ? i •. ( ''' (602 33/:F a I: P '+*•>o "''•" � jJ/.S :3 a ` \�3 I I� � s it °r. 5'.:.•'`" �� p RIGHT I it I .* * APN OF WAY # 125-100-07-00-7 N00° 15 37"E,• ..-• ; ,. , < PROPERTY S89° 33' 28"E 13 LINE I W I ...... _ - - 593 •....... ....-•� .... < ...... 5g4� •........ »„.,..» _ _ 82.4 . «» _ 1 1"Li Lu 25 i.. ««•••• .......,.;. :«••, .•,•."'" .::::.' ......�„� »�' 1 s `a I ; TYP _ ,. 15 _ i Q I ) Il :.,•;::".: »:»•••«"'.....::::. p 16 ? 27 27 �. �� 11 r ...,. 39 I :.. « PROPERTY:. .' :.....• « �" 60 29 i TYP 24 , LINE" « „"« 27 TYP 16 z r. , " »»• »» PBUILDING 3 ........... :::: r ROP .......... ................. .� • 11 602.00 FF f I «:»..,...,..� APN Z � (603) ) %26-100-25-00-9 'w cz Ik�...-..... 16 � 16 16 27 TYP 27 > 02.73 TY I LY2 _ f`.......»~ ....� 2 Lu �f Y* 24- 12 17 13 15 7_77o -J 15 0 f .. / 16 ( 17I 24 G ° ` 24 24 13 13IV < H ) .�. 16 / s 13 11 � `".• � �. ,. ,._ 16 � 24 � j i• i I . ' 'i ( ! • 12 19 �y /� i } I 27 \ G. TYP 39 y _ ° 16 � \ gip,...... 25 16 22 21 15 29 \ 27 TYP 28 ° " 0 Q TYP °s■ � 11 12 TYP O 16 22 26 26 27 " .::..- 'r Y •.••»4 15 TYP _ s, : ( 13 = TYP � •. 16 __ - 253.00' ,.. . N89* 33'28"W TYP 16 30 20 21 W Ir 1 39 PROPERTY-1PROPOSED SMART & FINAL BUILDING j` ° � I 12 ti •� I �. LINE «"•'",.« 600.00 FF o .' 27 an 63 J. J /15 27 16 599.17 PAD TYP •••.. APN 22 125-100-24-00-6 > Jo '\ r 28 ° ° 589 50 29 E 't .J • I 15JX / 21 .`' \ >:;:• I r , ..RIGHT � OF WAY '/&0 12 20 /`', .»»».•»•»°.........•..(600): 12 ! I of I j I . s j Ni N. y t - P E 15v t o' lE .. 2 6 16 4 13 = ( 13 13 24 •, � � ii •I�. l j 16 w u 16 '`' 'i = i 24 ` 2 Y o �\ t 27 i { 27I \ m M O TYP %o' TYp' , �.'ISTIliJ \, m' m. o i 24 16 SIZZLER I 9 i I¢• yy 598.8FF b I. 1 ~- - C:,APN amn � 11 12 m r J i r 17 L� Z \ / / a 16 12 27 126-100-18-00 36.6' » li 39 \ I 7Yh 24 13 \ .� i. 1 R �: ( 55.00' 55.00' t 110.00' I, '.:••' ' '� WAY a J 16 16 13 16 ( 16 16 d 16 _ 25 ;f RIGHT OF 8Q ) t d 16 :TYP 16} I I ' :J J � I L- ,.�.�._, ,.�...�., (5g1�� ,.,__ - i .m � I s / S89° 41' 00"E . . 27 12 19 :253.00' i I - - I : : t 15 �:" "`° ... •x.91 P 'r 1 - - - - --- ii W 40 i e# . .I . E u e , { 1, . .. ,+ . a • j a P, i .`'• 1 J - W I I _J 1 F .1: J . Y E f O° J` 4 I `�C 0 ) 4 0 :1 'fl ..FI 12 1 1 1 ••I �\ I . S 16 _ w J' I J 26 16 .16 =3 F S# j f 'S r' 16 r`' �`'�. I `.595 . 22 I I .) ( � •,� 16 16 � 16 16 i I z 7 1 i I w » •t��s).. j � W li J i ,....,.. -. i �. g m,.... - a .._,....,. I _W O.J W t E ,` • LTJ • 21 - r+ I bo �.., 40 .., 00 II I '(594)", ' o00APPROVED BUILDING a o oC " 27 0 (PER SEPARATE PLANS) r'lo W 1 ) (5 N ) 27 O $ a` t 93 € a ) 21 ) 15 27 } 40 596.60 FF �?: 1 := f r 1 I t 16 TYP 16 f 16 TYP TYP tu.. APN > 1 u (592)- ..............'' PROPERTY :f `...,.` 1 26 100 1 00-6 I , 5 7- w, 11 ° 11 40 9 Z ) «,«..s LINE 27� 26 12 t TYP _. 40 o 27 Y 27 f. i � € I i it I� . I T , 15 �'` .,. .�'" 15 � � """ 15 ..•°< .,°.. I ,"'�: 40 ; 5 '•}• E ( . ( -• 89 x= , 5 Pq, 39 ..... 40 * (88 .. F. RIGHT: a I I! _351.62 bjmm 253.00 ' OF WAY - ............... » . L 41 00WN89_ PROPERTY 15841 '~-•• :... :, I •. ...•• iijt ) ,.• ,.. ...... o......,.o:�......... k„.. ••.,.,......,......... .....-_ �.. PROPERTY" APN LINE ,APN LINE 126-141-01-00-8 N CAPN APN 126-141-07-00-6 \ APN]26-]41-05-00-0 126-141 -04-00-7"'•.............. ' E.,I( 9p ( 126-141-05-00-3 126-141-03-00-9 126-141-09-00-2 is E 5»w • .. i CONSTRUCTION NOTES 11 CONSTRUCT 3.0" OF TYPE "A" A.C. PAVING OVER 4.0" OF CLASS 2 BASE PER CD 1.5%. CONTRACTOR SHALL ADJUST GUTTER LIP, NOT THE FLOWLINE ELEVATIONS 0 SD MANHOLE N 16 CONSTRUCT 6" CONCRETE CURB PER DETAIL "E", SHEET C801 28 CONSTRUCT 4' WIDE CONCRETE V -GUTTER PER DETAIL "G", SHEET C801 .Q COMPACTED TO 95% RELATIVE COMPACTION PER SOILS REPORT. SEE DETAIL "Bl", SHEET C801 FOR TYPICAL SECTION. HOT MIX ASPHALT SHALL CONFORM a CONSTRUCT CONCRETE CURB RAMP PER DETAIL "A6", SHEET C801 AND 29 BUILDING SIGN PER ARCHITECTURAL PLANS '' 3 EXISTING WATER METER a 74 N AGGREGATE. ASPHALT BINDER SHALL CONFORM TO PG 64-10 AS SPECIFIED IN 2 EXISTING WATER VALVE C 87 ° 3 a STANDARD L-14 Y CONSTRUCT 4.0" OF TYPE "A" A.C. PAVING OVER 4.0" OF CLASS 2 BASE PER Lo CONSTRUCT TRASH AND RECYCLING CONTAINER ENCLOSURE PER NOTES 31 TO 38 NOT USED EXISTING TELEPHONE EQUIPMENT Ln 42 0 39 PUBLIC IMPROVEMENTS PER SEPARATE PLANS TITLED "2644 MOUNT VERNON Ln COMPACTED TO 95% RELATIVE COMPACTION PER SOILS REPORT. SEE DETAIL 20 CONSTRUCT RECESSED TRUCK LOADING DOCK PER ARCHITECTURAL AND AVENUE STREET IMPROVEMENTS" PREPARED BY CIVIL DESIGN STUDIO, INC. 0 0 40 ONSITE IMPROVEMENTS PER APPROVED PLANS TITLED "MOUNT VERNON TO SECTION 39 OF THE STATE SPECIFICATIONS MAXIMUM AGGREGATE. ASPHALT BINDER SHALL CONFORM TO PG 64-10 AS SPECIFIED IN c CONSTRUCT ACCESSIBLE STALL WITH STRIPING AND SIGNAGE (NOT VAN 0 W V m 16-40000033) PREPARED BY CIVIL DESIGN STUDIO, INC. Y z u MAXIMUM SLOPE IN ANY DIRECTION SHALL NOT EXCEED 2% v 12 0 J EDGE AT PERIMETER PER SOILS REPORT. REBAR REINFORCEMENT SHALL BE #4 @ y CONSTRUCT ACCESSIBLE STALL WITH STRIPING AND VAN ACCESSIBLE SIGNAGE Y 2 18" O.C. NATIVE SUBGRADE SCARIFIED TO A MINIMUM OF 12" AND 04 C a: ao E F-! U COMPACTED TO 95% RELATIVE COMPACTION PER SOILS REPORT. SEE DETAIL 0 IN ANY DIRECTION SHALL NOT EXCEED 2% F- a) 23 FURNISH AND INSTALL PARKING ENTRANCE NOTIFICATION SIGN PER DETAIL 13 CONSTRUCT 4.0" P.C.C. (520-C-2500) OVER 6.0" CLASS 2 BASE WITH THICKENED Ln "A3", SHEET C801 LnE 0 24 Ln 18" O.C. NATIVE SUBGRADE SCARIFIED TO A MINIMUM OF 12" AND PER DETAIL "A5", SHEET C801 0 v "134", SHEET C801 FOR THICKENED EDGE DETAIL AND TYPICAL CROSS SECTION v CONSTRUCT BOLLARD PER DETAIL "D", SHEET C801 14 Ln 26 0 Y IN 8" HIGH LETTERS AT THE BASE OF THE PARKING STALL PER PLAN `o 15 CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF BAKERSFIELD % A B C D E F G F. I I *''. F `\ K f X'I.S`Tfr1/G BUILDING�;-- ? i •. ( ''' (602 33/:F a I: P '+*•>o "''•" � jJ/.S :3 a ` \�3 I I� � s it °r. 5'.:.•'`" �� p RIGHT I it I .* * APN OF WAY # 125-100-07-00-7 N00° 15 37"E,• ..-• ; ,. , < PROPERTY S89° 33' 28"E 13 LINE I W I ...... _ - - 593 •....... ....-•� .... < ...... 5g4� •........ »„.,..» _ _ 82.4 . «» _ 1 1"Li Lu 25 i.. ««•••• .......,.;. :«••, .•,•."'" .::::.' ......�„� »�' 1 s `a I ; TYP _ ,. 15 _ i Q I ) Il :.,•;::".: »:»•••«"'.....::::. p 16 ? 27 27 �. �� 11 r ...,. 39 I :.. « PROPERTY:. .' :.....• « �" 60 29 i TYP 24 , LINE" « „"« 27 TYP 16 z r. , " »»• »» PBUILDING 3 ........... :::: r ROP .......... ................. .� • 11 602.00 FF f I «:»..,...,..� APN Z � (603) ) %26-100-25-00-9 'w cz Ik�...-..... 16 � 16 16 27 TYP 27 > 02.73 TY I LY2 _ f`.......»~ ....� 2 Lu �f Y* 24- 12 17 13 15 7_77o -J 15 0 f .. / 16 ( 17I 24 G ° ` 24 24 13 13IV < H ) .�. 16 / s 13 11 � `".• � �. ,. ,._ 16 � 24 � j i• i I . ' 'i ( ! • 12 19 �y /� i } I 27 \ G. TYP 39 y _ ° 16 � \ gip,...... 25 16 22 21 15 29 \ 27 TYP 28 ° " 0 Q TYP °s■ � 11 12 TYP O 16 22 26 26 27 " .::..- 'r Y •.••»4 15 TYP _ s, : ( 13 = TYP � •. 16 __ - 253.00' ,.. . N89* 33'28"W TYP 16 30 20 21 W Ir 1 39 PROPERTY-1PROPOSED SMART & FINAL BUILDING j` ° � I 12 ti •� I �. LINE «"•'",.« 600.00 FF o .' 27 an 63 J. J /15 27 16 599.17 PAD TYP •••.. APN 22 125-100-24-00-6 > Jo '\ r 28 ° ° 589 50 29 E 't .J • I 15JX / 21 .`' \ >:;:• I r , ..RIGHT � OF WAY '/&0 12 20 /`', .»»».•»•»°.........•..(600): 12 ! I of I j I . s j Ni N. y t - P E 15v t o' lE .. 2 6 16 4 13 = ( 13 13 24 •, � � ii •I�. l j 16 w u 16 '`' 'i = i 24 ` 2 Y o �\ t 27 i { 27I \ m M O TYP %o' TYp' , �.'ISTIliJ \, m' m. o i 24 16 SIZZLER I 9 i I¢• yy 598.8FF b I. 1 ~- - C:,APN amn � 11 12 m r J i r 17 L� Z \ / / a 16 12 27 126-100-18-00 36.6' » li 39 \ I 7Yh 24 13 \ .� i. 1 R �: ( 55.00' 55.00' t 110.00' I, '.:••' ' '� WAY a J 16 16 13 16 ( 16 16 d 16 _ 25 ;f RIGHT OF 8Q ) t d 16 :TYP 16} I I ' :J J � I L- ,.�.�._, ,.�...�., (5g1�� ,.,__ - i .m � I s / S89° 41' 00"E . . 27 12 19 :253.00' i I - - I : : t 15 �:" "`° ... •x.91 P 'r 1 - - - - --- ii W 40 i e# . .I . E u e , { 1, . .. ,+ . a • j a P, i .`'• 1 J - W I I _J 1 F .1: J . Y E f O° J` 4 I `�C 0 ) 4 0 :1 'fl ..FI 12 1 1 1 ••I �\ I . S 16 _ w J' I J 26 16 .16 =3 F S# j f 'S r' 16 r`' �`'�. I `.595 . 22 I I .) ( � •,� 16 16 � 16 16 i I z 7 1 i I w » •t��s).. j � W li J i ,....,.. -. i �. g m,.... - a .._,....,. I _W O.J W t E ,` • LTJ • 21 - r+ I bo �.., 40 .., 00 II I '(594)", ' o00APPROVED BUILDING a o oC " 27 0 (PER SEPARATE PLANS) r'lo W 1 ) (5 N ) 27 O $ a` t 93 € a ) 21 ) 15 27 } 40 596.60 FF �?: 1 := f r 1 I t 16 TYP 16 f 16 TYP TYP tu.. APN > 1 u (592)- ..............'' PROPERTY :f `...,.` 1 26 100 1 00-6 I , 5 7- w, 11 ° 11 40 9 Z ) «,«..s LINE 27� 26 12 t TYP _. 40 o 27 Y 27 f. i � € I i it I� . I T , 15 �'` .,. .�'" 15 � � """ 15 ..•°< .,°.. I ,"'�: 40 ; 5 '•}• E ( . ( -• 89 x= , 5 Pq, 39 ..... 40 * (88 .. F. RIGHT: a I I! _351.62 bjmm 253.00 ' OF WAY - ............... » . L 41 00WN89_ PROPERTY 15841 '~-•• :... :, I •. ...•• iijt ) ,.• ,.. ...... o......,.o:�......... k„.. ••.,.,......,......... .....-_ �.. PROPERTY" APN LINE ,APN LINE 126-141-01-00-8 N CAPN APN 126-141-07-00-6 \ APN]26-]41-05-00-0 126-141 -04-00-7"'•.............. ' E.,I( 9p ( 126-141-05-00-3 126-141-03-00-9 126-141-09-00-2 is E 5»w • .. i CONSTRUCTION NOTES 11 CONSTRUCT 3.0" OF TYPE "A" A.C. PAVING OVER 4.0" OF CLASS 2 BASE PER ASPHALT, T.I. = 5.0 1.5%. CONTRACTOR SHALL ADJUST GUTTER LIP, NOT THE FLOWLINE ELEVATIONS BORDER STRIPE AND TRAFFIC DIRECTIONAL ARROWS SD MANHOLE SOILS REPORT. NATIVE SUBGRADE SCARIFIED TO A MINIMUM OF 12" AND 16 CONSTRUCT 6" CONCRETE CURB PER DETAIL "E", SHEET C801 28 CONSTRUCT 4' WIDE CONCRETE V -GUTTER PER DETAIL "G", SHEET C801 90 91 COMPACTED TO 95% RELATIVE COMPACTION PER SOILS REPORT. SEE DETAIL "Bl", SHEET C801 FOR TYPICAL SECTION. HOT MIX ASPHALT SHALL CONFORM 17 CONSTRUCT CONCRETE CURB RAMP PER DETAIL "A6", SHEET C801 AND 29 BUILDING SIGN PER ARCHITECTURAL PLANS '' TO SECTION 39 OF THE STATE SPECIFICATIONS WITH 1/2" MAXIMUM EXISTING WATER METER GRADING PLAN, SHEET C400 74 EXISTING FIRE HYDRANT AGGREGATE. ASPHALT BINDER SHALL CONFORM TO PG 64-10 AS SPECIFIED IN 73 EXISTING WATER VALVE 30 CONSTRUCT 6' TALL WALL (NON -RETAINING) PER CITY OF BAKERSFIELD 87 SECTION 92 OF THE STATE STANDARD SPECIFICATIONS 18 NOT USED STANDARD L-14 11 CONSTRUCT 4.0" OF TYPE "A" A.C. PAVING OVER 4.0" OF CLASS 2 BASE PER 19 CONSTRUCT TRASH AND RECYCLING CONTAINER ENCLOSURE PER NOTES 31 TO 38 NOT USED EXISTING TELEPHONE EQUIPMENT SOILS REPORT. NATIVE SUBGRADE SCARIFIED TO A MINIMUM OF 12" AND 42 ARCHITECTURAL AND STRUCTURAL PLANS 39 PUBLIC IMPROVEMENTS PER SEPARATE PLANS TITLED "2644 MOUNT VERNON 48 COMPACTED TO 95% RELATIVE COMPACTION PER SOILS REPORT. SEE DETAIL 20 CONSTRUCT RECESSED TRUCK LOADING DOCK PER ARCHITECTURAL AND AVENUE STREET IMPROVEMENTS" PREPARED BY CIVIL DESIGN STUDIO, INC. "132", SHEET C801 FOR TYPICAL SECTION. HOT MIX ASPHALT SHALL CONFORM WITH 1/2" STRUCTURAL PLANS 40 ONSITE IMPROVEMENTS PER APPROVED PLANS TITLED "MOUNT VERNON TO SECTION 39 OF THE STATE SPECIFICATIONS MAXIMUM AGGREGATE. ASPHALT BINDER SHALL CONFORM TO PG 64-10 AS SPECIFIED IN @ CONSTRUCT ACCESSIBLE STALL WITH STRIPING AND SIGNAGE (NOT VAN MARKET 2630 MOUNT VERNON AVENUE (SPR #: 15-0526, PERMIT #: W SECTION 92 OF THE STATE STANDARD SPECIFICATIONS ACCESSIBLE) PER DETAILS "Al", "A2", AND "A4", SHEET C801. PAVEMENT 16-40000033) PREPARED BY CIVIL DESIGN STUDIO, INC. z MAXIMUM SLOPE IN ANY DIRECTION SHALL NOT EXCEED 2% 12 CONSTRUCT 6.0" P.C.C. (520-C-2500) OVER 4.0' CLASS 2 BASE WITH THICKENED W EDGE AT PERIMETER PER SOILS REPORT. REBAR REINFORCEMENT SHALL BE #4 @ 22 CONSTRUCT ACCESSIBLE STALL WITH STRIPING AND VAN ACCESSIBLE SIGNAGE \ 18" O.C. NATIVE SUBGRADE SCARIFIED TO A MINIMUM OF 12" AND 04 C a: ao PER DETAILS "Al", "A2", AND "A4", SHEET C801. PAVEMENT MAXIMUM SLOPE F-! U COMPACTED TO 95% RELATIVE COMPACTION PER SOILS REPORT. SEE DETAIL IN ANY DIRECTION SHALL NOT EXCEED 2% "63", SHEET C801 FOR THICKENED EDGE DETAIL AND TYPICAL CROSS SECTION 23 FURNISH AND INSTALL PARKING ENTRANCE NOTIFICATION SIGN PER DETAIL 13 CONSTRUCT 4.0" P.C.C. (520-C-2500) OVER 6.0" CLASS 2 BASE WITH THICKENED "A3", SHEET C801 EDGE AT PERIMETER PER SOILS REPORT. REBAR REINFORCEMENT SHALL BE #3 @ 24 FURNISH AND INSTALL DETECTABLE WARNING SURFACE (TRUNCATED DOMES) 18" O.C. NATIVE SUBGRADE SCARIFIED TO A MINIMUM OF 12" AND PER DETAIL "A5", SHEET C801 COMPACTED TO 95% RELATIVE COMPACTION PER SOILS REPORT. SEE DETAIL "134", SHEET C801 FOR THICKENED EDGE DETAIL AND TYPICAL CROSS SECTION 25 CONSTRUCT BOLLARD PER DETAIL "D", SHEET C801 14 CONSTRUCT CROSS GUTTER PER CITY OF BAKERSFIELD STANDARD ST -9 26 LOW EMISSION VEHICLE PARKING PER CALGREEN - PAINT "CLEAN AIR VEHICLE" IN 8" HIGH LETTERS AT THE BASE OF THE PARKING STALL PER PLAN 15 CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD ST -1. WHERE CURB AND GUTTER EXISTS IN ADA STALLS/ADA 27 PAINT 4" WIDE WHITE PARKING STRIPE. WHERE SHOWN ON PLANS, PAINT 4" WALKWAYS, GUTTER PAN SLOPE SHALL BE ADJUSTED TO A MAXIMUM SLOPE OF WIDE STRIPES AT 3' ON CENTER AT A 45° ANGLE WITH A SOLID 6" WHITE B I C I D I E I F I GI H LEGEND I I i 11 ASPHALT, T.I. = 5.0 t~J 52 SD MANHOLE tt " t� 57 58 EXISTING SS MANHOLE 90 91 TRANSFORMER PAD ® 47 61 EXISTING SS CLEANOUT '' 72 EXISTING WATER METER �� 74 EXISTING FIRE HYDRANT wnn 73 EXISTING WATER VALVE PHASE 1 WORK BOUNDARY 87 EXISTING UTILITY POLE `% 88 EXISTING ELECTRICAL EQUIPMENT F= i 88 EXISTING ELECTRICAL VAULT IrT88 46 EXISTING TELEPHONE EQUIPMENT ❑® 42 EXISTING STORM DRAIN INLET 48 TRENCH DRAIN I I i K I L LEGEND 11 ASPHALT, T.I. = 5.0 i 52 SD MANHOLE MLU 12 CONCRETE IN DRIVE AISLE 90 91 TRANSFORMER PAD ® 47 61 SS/SD CLEANOUT O O 62 GREASE INTERCEPTOR �� 78 DOUBLE CHECK DETECTOR wnn 76 WATER METER PHASE 1 WORK BOUNDARY 80 FIRE DEPARTMENT CONNECTION 3 79 POST INDICATOR VALVE 81 FIRE HYDRANT 46 NYOPLAST DRAIN BASIN ❑® 45 53 CATCH BASIN K I L LEGEND M I N SCALE: 1" = 30' 30 15 0 30 60 CITY RECORDS NO: b , clt - C;P- t 11 ASPHALT, T.I. = 5.0 1(�1 ASPHALT, T.I. = 6.5 MLU 12 CONCRETE IN DRIVE AISLE 13 CONCRETE IN PEDESTRIAN AREA ;GjGO 3 �0 9Go°; 0 24 DETECTABLE WARNING SURFACE r_ C U V o w 39 STREET WORK BOUNDARY it ' 40 PHASE 1 WORK BOUNDARY M I N SCALE: 1" = 30' 30 15 0 30 60 CITY RECORDS NO: b , clt - C;P- t ENGINEER OF RECORD: 7�IFl[il�+ W D W to Q cY7 0 rn z 0 O ((:::)) Z �..� o w >w:It i O LL, �r Q (1 m lD (V 0 Ln LD Lu Lu cy- L1JcL w Cn 0 o � z � U.J zoo J z C) LLJ O c 0 Lfi U') Ltd REVIEWED BY: RD`Al PREPARED BY: M M M DATE: April 6; 2017 SCALE: 1"= 30' '---- CDS JOB #: s 15-056.2 SITE PLAN C300 SHEET 3 OF 10 SHEE--S �cW7� 00 N o MLU co a 6 r_ C U V o w 1 5 „ Q N V co V� z z z L0 M w m 0- 1 - T-4 as U (�At t W z \ W \ 04 C a: ao �1 F-! U ENGINEER OF RECORD: 7�IFl[il�+ W D W to Q cY7 0 rn z 0 O ((:::)) Z �..� o w >w:It i O LL, �r Q (1 m lD (V 0 Ln LD Lu Lu cy- L1JcL w Cn 0 o � z � U.J zoo J z C) LLJ O c 0 Lfi U') Ltd REVIEWED BY: RD`Al PREPARED BY: M M M DATE: April 6; 2017 SCALE: 1"= 30' '---- CDS JOB #: s 15-056.2 SITE PLAN C300 SHEET 3 OF 10 SHEE--S �cW7� MLU a r_ C V o w cv so Q N V co V� G � a0 L0 M w m 0- 1 - ENGINEER OF RECORD: 7�IFl[il�+ W D W to Q cY7 0 rn z 0 O ((:::)) Z �..� o w >w:It i O LL, �r Q (1 m lD (V 0 Ln LD Lu Lu cy- L1JcL w Cn 0 o � z � U.J zoo J z C) LLJ O c 0 Lfi U') Ltd REVIEWED BY: RD`Al PREPARED BY: M M M DATE: April 6; 2017 SCALE: 1"= 30' '---- CDS JOB #: s 15-056.2 SITE PLAN C300 SHEET 3 OF 10 SHEE--S r- 0 Q a on 7 N a c CL to iD 12 -10 Ln C? 0 -o c: 0 u m I Y v i ,n 0 F a Ln 0 u, N -o u u roN 0 U Y 0 GRADING PLAN NOTES a;a .M _..... " N« x . « �" CONCRETE CURBS AND/OR GUTTERS THAT HAVE BEEN CONSTRUCTED AT LESS THAN •"' « ««««" •".... » ,,.» •"': „ ___ - 12 0.5% SHALL BE TESTED FOR STANDING WATER TO VERIFY CORRECT DRAINAGE. ""•,,,. « "" " "5q5)«•«_»"""..... •_• ' ____`"" CONTRACTOR SHALL REMOVE AND REPLACE SECTIONS OF CURB THAT DO NOT " "•••.,•»••°»" «'_ »• ,.,' """,,,,,::. __ COMPLY WITH THIS PLAN. MAXIMUM ACCEPTABLE P N TH HALL BE 2'. OND LENGTH S "»., > ..»««. •' 7:.,:. ,� >` MAXIMUM POND DEPTH SHALL BE .02' 600.8 TC `GRADING' : , »_ ~� 600. FS ....DAYLIGHT,..... ""`"••,.......... ` '^ a 93 TC > O MAXIMUM SLOPE IN ALL ADA PARKING STALLS,LOADING ••••~"" <.•••~ -" ,«.•m-••••°' 0 ING AREAS, AND ••'- , "�:»«.»« LINE•<..... f� N 3FS SHALL BE 2.0'� MAXIMUM IN ANY DIRECTION. EIGHT (8) FEET BEHIND ADA STALLS':.... "' .w^ •., _ - (J X60 SHALL HAVE A 4% MAXIMUM SLOPE IN ANY DIRECTION PER CITY OF BAKERSFIELD.• „ "`„ -• "-- �� 600.62 TC CODE, APPENDIX J. ........~ `: \",••.,.-y.•' ,'�•"I »..,",,.",_ o""`.� o� 600. 600. aF5 ' 600. FS ......:__.� ' ;,» » « ....� s 60 56 TC ONSITE STORM DRAIN SYSTEM SHALL BE PRIVATELY MAINTAINED AND THE CITY OF"' ^• ��,;,«•••,.. «:: ""� �, ° 600. 6 F 60056 TC BAKERSFIELD WILL NOT ASSUME RESPONSIBILITY FOR MAINTENANCE. 600.6 TC �0 600.1 FS % 11 39 PUBLIC IMPROVEMENTS PER SEPARATE PLANS TITLED "2644 MOUNT VERNON••',..• - '- I : «°>,... AVENUE STREET IMPROVEMENTS" PREPARED BY CIVIL DESIGN STUDIO, INC. 'ice i «y„ . « , ..>.. I Cr SCALF: 1'� =.2A` PROPERTY •.;.a- ti` _ 600.70 TC 600.1 LINE 599.50 600.20 FS I 599.69 FS 76,15 ,. ,•'' .• •• - « «• .... RIM I 6I 3TC 1 599.85 599. 3 F5 » »°», �� 600.51 RIM b'09 6 TC 1",- ~ GRADING , /� a 599 TC 600. 599. TC 1 1 ,j' '',,~`»"•DAYLIGHT. �- " �� ui,.•.. L"; 59 2 L g „ `�' i "``LINE - 539.3 ,,..• " h 599.3 r 3 599.3 600.0 600.60 600.05 74 TC 599.4 TG • - o�- ��- I „ •„<F� z FG z 7�77'_, FG FG FS FS 599$,24 FL � t 599.8 ., �I �. _---FS,` "01 f �/,. ;'r t• 99 96 600.00 r 600.56, o -� r S 600.03 599.70 TC ° : : : FF _ - - FS :: 99. 0 FL / FS 5 2 i *� �. � FS . : FS . I 1 600.52 TC,, 600. TC .. :' 599:$4 599.96 : 600.02 FS 599. 0 FS "_ 600.26 TC ` `� 599. TC 1 "" >• .,, 599 FS I 9.$5 599.76 FS `/599.93 STEMWALL Al 599,58TC" . 35 Fly' 600.24 TC FS '` ,,, 599.74 FS REQUIRE 599.08 FL TC D <<.< - .- 0. % 59 599 25 FS 600.00 ...>><..................-. ....I • - 5 FF 3. 600.50 600.00 -._ 600.00' FF' F r' 9 • O O 600.44 TC - 600.17 ; 600.39 TC 599.72 TC 599,,94E 596.00.: FS 549.89 FS 99 2 S i 599.5TC 5. 2 F r, 599.$7 /599.071 S a°I° 599.42 FS ,1:� FS li - �. ' 595:90 ° 599.86 599.33 TC . 6 \ 599.94 T TG . o FS r 598 83 FL - I 1 595.90 �F„e„ C) I, -<,<°<.. r . $ 599.84 599,29 TC , 99 C`:. 'x�,<. 699.9 TI o . : FS 598.79 FL 9 F x . 599. - _,.- qri , 599 83.. .599.99 nc) 3 FS{ P° 599. F„•' 5_9.9 g ' 6 TC s r.� o FS 599.17 TC' 599: »T 59Q.4 �' - - 3 ;� 59 4 FS », »°« 1.2% ° 59$. 5„�,>°.�' » » `w a. 96so.1 PROPOSED SMART & FINAL BUILDING - ° s9$.67Fe 599.64 TC ,,.»• 600.00 I 101 0 ' 14 FL » F 600.00 F F ' FF o - 59f 80 � : • ,," ' FS' 599.17 PAD ° 599.74I.•:f 598.93 599.08 W „ » •«« 1� o FS ``ti FS pr FS • fy. 599.32 TC _ •/ «; "'1. °>,„ 598.82 f5 >„ ] �D� 100-�) �00-,.. �j o $ " o ' 599.72 598.55 599.14 TC : - �...- "1. ; `} 8.64 FS ;' ° FS FL 59 0 ' 600.00 - - - �` FF °' O°O� `5'98.74 O p w 7 a�11 of "' 600.00 TC ,>t' , + 599.50 FS 599.91 ' 599.59 r a - SOIL PREPARATION AND PAVEMENT DESIGN NOTE: 600.02 TC FS I1 599:52 2.a�_ 598.30 TC P - -' J K L M..., • N 0 I: :i PROPERTY ;Fi LINE t.. 601.76 ;I'; '' I CJ :- `FS a CSW O z N o �: - , a., _ c - - -- -- '- - - = I---------- - 11. „, 602.74 TC o� °o �. --- ---- F^ 6 601.88 602.80 TC 602.24 FS ~ Lt 'b 601.79 '. 7 ------ - - O° 0 \ FS 602.89 TC 602.62 TC z :L : Z U 601.75 F S 602.10�FS :a: • • 1 ... � -; 602.39 FS 602.12 FL - _-: : � ,_„ I 60 ,74,,TC 20 I ---Lu ---- --- 5 60 0 6 .24 S ` >� : -r*cg - - /� OJ 'Tb $, L6O2\00k RGir.R Z FF : �9 1►Or 11 1'' FF 602.00 wR �J1hiIVr>tRi„�' \ �.F . t . 601.46 , FS i ,-i FS 601.81 \ wwX (.M1 v m . Alope �l Cif II I ! %j : = 4 cz / .<< I' 1 0 .$4 FS \ ti'«. I,,A�!>r�uQ.,� i', Su�N RIGHT z .� PROPOSED BUILDING 3 OF WAY ___ m °I° 601.71 TCTAt�}I�itr�" rtu'CtN R U.- 0 __ V �r� 6o1.z1 Fs 1. a Tc 602.00 F F 1 vl O�74 60 s \' '� z 601.34 FS r\ P N \ '� \OF 6 a't : 3J �Z�yy it - KK:,�wm,� \ \ � P4 ,. ��00- Oce- \ ` i. 601.11 TC \\\ ,F.�9L_, o44_c J�-t1 P --- L71W c. < W � W 0.61 FS ; 1. � �il �►'�MV�iC�� kl�. �}� :: � � O I '� �L4602.00 602.00 `: \ 602.19 TC > W 0 O I 600. 0 TC FF : \ 601.69 FS r a 600.100 FL \FF,. Z -- ' 6 -- J 601.04 TC 601.42 TC 601.64 TC , \\ ------ �_', ��@ O - ,j 600.54 FS 601.14 FS ( `\ P. OCC 600.92 FS -i 601.83/ 1) # v U - . 601.88 v 6ai. ` 0 601.63 TC FS O 601.58 % .....n., _. ! 601.73 FS 39 \ 0 : FS ••.. ' :'FS 601.20 TC - - - 601.02 TC 601.39 TC ° b01.13 FS oo 601.43 TC 600.70 TG � I c. 00 c� 600. FS 600. 9 FS 601.80 C 8Q TC --- r (A c� wt W �6046 96 TC 6 .80 TG 600.93 FS•, - L c� 'o M FS. 601.30 FS 30 FS 0 6 1.30 F5 : s F' cU o0 ° 601.60 TC ��. \ it 1 _ � W 601.27 TC cx 601.10 FS `� \ < cn cr I o- 60152 TC � 6 .93 C �' 1 _r - 'a 600.77 FS _ ,t 600.90 TC 601.35 TC 601'.02 FS 60 43 Ft, 600.40 FS 601.24 TC 600.85 FS 601.57 TC `� . s . L r L ' \600.97 601.07 FS a 600.74 FS 600.97 �o ooi FS :...'' <,� i t'o ! ® °° I Q ; - 601.25 TC �q I `0 aM0 p 600.75 S ° a Q Ln o ''/ fm� 601.21 TC Cul 93 600.71 FS 60 2 TC \ 1, I 11 X : 11 u :; w 'o 600.53 TC . 11/ : I y 600.63 TC 600.03 FS 601, TC �� d _ 600.13 FS 600. E,S� = `' ____ -==' 39 m C1 i- �n , . & .. 601. 5 C { �. 3.9 TC 600,2 TC 602;•82 TC - 599.7 FS 600`38 C 600.3 TC 600.55 FS �- 602.32 f$ ENGINEER OF RECORD: C E "i 600.45 601.50 TC , 3.4 FS 599.88 FS s o 600.35 C 599.8 FS 600.1 TC 600.30 TC . 599 F 601.00 FS 5 85 FS 600 2 TC .. 599.80 FS jai L.• 4 TC/f5 600.51 v. •'•- '•'599 6 •FS' " .,„ 599 92 FS i w w _ _ TC/FS 59 x97 TC_ „ 60 21 TC w 6 34 TC ..N... - . _ _ - » - ,>» „w, .�� 39 :29 TC I 0 59 .47 FS 59 .71 FS 5 4g4 FS 6 1 •60Q.15 T+G. �i, 600.13 C 60 .30 TC " 60 .25 TC 59 .79 FS 600138 TC° 599 88 FS 599. FS ..•° -,.- I v g 599.63 S 59 .80 FS 75 FS > $ I ' 599,94 TC•-: <. I `i ,. . r yam'; I - -i" 599.44 FS "m w. (5 t: 601.00 TC r ; ' 600.00 TC •. -599.65 600.33 Ti ».. 599.50 FS TC/FS 599.83 FSj v . 599.53 = .. ,..,�: 600.50 mizzi_ �� » o - - TC/fS P\1 41� 599.35 TC 599.73 TC -"c-, .'� 502 48.TC11 ~�6Q� 98 FS o o _ L1J til 598.85 FS 0 599.23 FS M»..„, . <. \u�o ; i 599.29 TC `1 E _> ` ," m W la .. • 598.79 FS _ I.' 599,18 TC ' �'�\ ra ,fi ,'599.17 TC �\ \� '. +p , , > O 98.67 FS 5 598. - ,- . . -t \ < ,\ \ v. v\ N �► i 112 111 110 19 A B C D E 15 14 13 610 .11 590 v 2 a 12 z - z ( I EASEMENT FORS 1 O 00 z No -- PUBLIC STREET AND g Lu INCIDENTAL PURPOSES PROPERTY LINE EXISTING GRADE XISTING 1 EXISTING- 2.0' PARKING GRADE BENCH LOT SCALE: 1" = 20' HORIZ 1"=10'VERT CURB & /'CURB & 2:1 GUTTER` / GUTTER ------------ MAX 11- ""' RIGHT u 6.0' 2.0' _ PROPERTY LINE 1S/W1 BENCH i! J �- G & FLORAL DRIVE LOT CENTERLINE "— —GU11—_TTER - SCALE: - - SCALE: 1" 20' HORIZ — a: cc v u = .-� 1" = 10' VERT 1"=10'VERT �. .....,•,'":.`..».:+• ........... ;.... ...--:: ':s •,,,,... : i . 3 '`' air' \� m a. > a G = U V m t0 � a aog�n x 'M un m w �r 0 ENGINEER OF RECORD: 0 0 zoo oLLJ Wiz® 2 W G Q z a cc a CI �- In w 0 a Ln a n I- 6 15 14 13 610 .11 590 v 2 a 12 z - z 610 620 600 610 590 600 580 590 F G H RDW I EASEMENT FORS 1 O 00 z No -- PUBLIC STREET AND g Lu INCIDENTAL PURPOSES PROPERTY LINE EXISTING GRADE XISTING 1 EXISTING- 2.0' PARKING GRADE BENCH LOT SCALE: 1" = 20' HORIZ 1"=10'VERT CURB & /'CURB & 2:1 GUTTER` / GUTTER ------------ MAX ... ""' RIGHT u 6.0' 2.0' _ PROPERTY LINE 1S/W1 BENCH i! J �- G & FLORAL DRIVE LOT CENTERLINE "— —GU11—_TTER - SCALE: - - SCALE: 1" 20' HORIZ — a: cc v u = .-� 1" = 10' VERT 1"=10'VERT 610 620 600 610 590 600 580 590 F G H RDW I V 1 O 00 z No SCALE: g Lu N PROPERTY LINE EXISTING GRADE w • 3 „ CURB & GUTTER PARKING LOT jd'��. .S `' . r SCALE: 1" = 20' HORIZ 1"=10'VERT — LLij > z cd z U- a. ... ""' RIGHT u 2:1 TURN _ MAX 1 LANE i! J �- G v LOT z(3NC "— —GU11—_TTER - - - SCALE: ✓ O\ C � �► a: cc v u .-� 1" = 10' VERT oco as �. .....,•,'":.`..».:+• ........... ;.... ...--:: ':s •,,,,... : i . 3 '`' air' \� 620 620 610 610 590 590 620 620 610 610 W -W 590 590 620 620 610 610 590 590 K r V -V L M I 3 1 0 =k t { I / 02) 1 P (60T1s�,...... • � (S99)t € N 0 RDW uj V 1 O 00 z No SCALE: � M v Lu N PROPERTY LINE EXISTING GRADE w BENCH S/W CURB & GUTTER PARKING LOT GRADE SCALE: 1" = 20' HORIZ 1"=10'VERT — LLij > 620 620 610 610 590 590 620 620 610 610 W -W 590 590 620 620 610 610 590 590 K r V -V L M I 3 1 0 =k t { I / 02) 1 P (60T1s�,...... • � (S99)t € N 0 RDW uj V PROPERTY O 00 z No SCALE: � M v Lu N _116. U w BENCH S/W EXISTING 0. U GRADE 1.0. LLij > z cd z U- a. ... ""' RIGHT u 2:1 TURN _ MAX 1 LANE i! J �- G v LOT z(3NC "— —GU11—_TTER - - - SCALE: ✓ O\ C � �► a: cc v u N 1" = 10' VERT oco as �. r w W � to co, � Lu > m a. > a G = U V m t0 � a aog�n x 'M un m w �r 0 ENGINEER OF RECORD: `•I.:•`'". i �• • ••••,..(S961" IIS I '' •° 1 � 1 9.1 93 I I SCALE: 1" = 40' 1 I 11y9 --- mow I 40 30 20 0 40 80 f'` 1r A B C D E F G H ( I fl J K 620 620 610 610 IM TA�l JJV JJV NOTE: CROSS SECTIONS THAT SHOW PROPOSED IMPROVEMENTS IN THE RIGHT OF WAY ARE FOR REFERENCE ONLY. THIS WORK WILL BE PERFORMED AND CONSTRUCTED PER A SEPARATE SET OF PLANS TITLED "2644 MOUNT VERNON AVENUE STREET IMPROVEMENTS" PREPARED BY CIVIL DESIGN STUDIO, INC. L M 620 610 ./1 590 N CITY RECORDS NO: r RDW uj M M M PROPERTY ........... —. SCALE: LINE— INE6.0' Lu N _116. > 0 m Q `�� w BENCH S/W EXISTING GRADE 1.0. LLij > BENCH z U- a. ... ""' RIGHT 2:1 TURN _ MAX 1 LANE PARKING v LOT CURB— & �— "— —GU11—_TTER - - - SCALE: � �► 1" = 20' HORIZ Lu w Ln 1" = 10' VERT A B C D E F G H ( I fl J K 620 620 610 610 IM TA�l JJV JJV NOTE: CROSS SECTIONS THAT SHOW PROPOSED IMPROVEMENTS IN THE RIGHT OF WAY ARE FOR REFERENCE ONLY. THIS WORK WILL BE PERFORMED AND CONSTRUCTED PER A SEPARATE SET OF PLANS TITLED "2644 MOUNT VERNON AVENUE STREET IMPROVEMENTS" PREPARED BY CIVIL DESIGN STUDIO, INC. L M 620 610 ./1 590 N CITY RECORDS NO: r REVISIONS REVIEWED BY: RDW uj M M M DATE: D SCALE: PER PLAN Lu N > 0 m Q `�� w z m;, o 0 6' O zu0 Q _ LLij > z U- a. 1 D Z 0 Lu LuW NN v Q...,.._ G z � �► 0 Lu w Ln zCD �. nC 1..LI L,J Cn Lu > a. > a G = U OC: p = v �r 0 0 0 zoo oLLJ Wiz® 2 W G Q z a cc a CI �- In w 0 a Ln a n REVISIONS REVIEWED BY: RDW PREPARED BY: M M M DATE: April 6, 201.7 SCALE: PER PLAN COS JOB #: 15-056.2 CROSS SEC71FICA"'S C401 SHEET � 5 0= 10 SHEETS 112 Ill 110 11XIIIIIIII 17 15 14 13 12 A I B I c PROPERTY' 11 "I LINE . D I E I F I G H I J K EX 45T 1NG,9U1LD11VG (602,33,-F) � I. RIGHT' AFN of WAY 126-100-07-00-7 ) j� !N`0 II r'I R\01 -1-i( RA`ONE PROPERTY LINE NOTE: Lu . ........... . . ... CONTRACTOR SHALL POTHOLE EXISTING STORM 92 DRAIN LINE AT POINT OF CONNECTION ASA FIRST ORDER OF CONSTRUCTION AND CONTACT 88 90 Lu CIVIL DESIGN STUDIO IF DISCREPANCIES EXIST. - - -------- - F I R E @ 3 S POC POC < NN PROPERTY LINE z PROPOSED BUILDING 3 \23S POC 0 602.00 FF 41 APN (580.0 INVI 55�,9_9.85 R I M (1) 4' 126-100-25-00-9 84� �;�5 2 LLJ 599.50 RIM 19 1mv 52 A's s M E 1) 585.12 INV N SS POC 584.75 INV 61 5 SS 96.00 IE > 43 SID 592.00 43 3 WATER Ss .18" SD 599.40 TG f -POC PQ 75 SID92SD POCIISID IN6" SD -L595.40 INVWL INV(1) 3" WL59 WATER/ 43 93 (1) 6 WL 90 POC V .. . .. . .... . - - ---- - -------- 600.70 TG CONTRACTOR SHALL POTHOLE 0 ROOF DRAIN `ET 8" 597.00 INV (3) 2" WL EXISTING SEWER AS A FIRST 596.80 W ATER� ORDER OF CONSTRUCTION OC WL P ROC RE 5 97 n82 POC 8011 !1 93 81 CIO IN ELECTRICAL 75 44 80 0 592.., D 8" SID V��43 VE ROOF DRAIN 1 SD . ... . ... 62 0 SCC FIRE 597.00 INV51 5 6.00 INV POC 0 (1) 6" WL @592. I E 79 (1) 8" WL (3) 2" WL 6" SS SS POC (9 77 75 6" SS 77 (1) 3" WL 6 4" SS 64.5 0 VVL-, 78 594.50 IF -(1) 4" WL :1) 3" WL F F ... F 61 SS POC Is WL----- WL WL WL 593.80 9 592.50 IE IE 592.00 595.57 (1) 3" WL-/ CONTRACTOR SHALL (3) 2" WL 4" SS 60 481 ( - IE TG POTHOLE EXISTING SEWER 1 (1) 3" WL 595 57(R AS A FIRST ORDER45 S 600.12 TG, 53 50 I 599.96 TG TG OF CONSTRUCTION 596.40 INV 598.96 INV 49 88 r7l U! 6" SS 2 4 / qql ZA A . .1 N_/ 93 93 88)- 7 ',�Q 8„ SD/ PROPOSED SMART & FINAL BUILDING (1) 8" W L 600.00 FF 6 599.17 PAD AFN44 Fn 126-100-24-00-6 44 594.03 INV 592.07 44 INV 18" SID INV SD 8" D 595.80 3 INV SID SO 2" SID 6' SID 598.68 TG 44 @595.9S INV 598.43 TG 29 TG ` 4@5 so - 12" SD 585.93 594.43 INV 2 INV INV 591.45 155 9 INV 9 N . . . . . ............. .. 43 586.04 RIGHT INV 93 I ZOF WAY ul 93 i 45 598.00 TG 43 U00 93 8" SS 594.00 INV 586.13 NV 6" SID ROOF DRAIN 51 _ _ __ .._ ___. :...._ :..:. _ _ _.. _. �\ , - 51 ROOF DRAIN _. - - - - - - - 597.00 INV 51 0 8" SID "ell 44 5197.00 INV SID '@597.07 TG 593.07 IN < 88 /-6" SD 18" SID 56 S D CC _0 B I N G H A M SD 43 6 AVENUE 1 43 80 � (1) 8" WL---- 7 " SD :4)3 S2 79 7 93 I 91 77 71 F 7- A (1) 6" wL IV56 6 I 77 L] 77 60 (1) 6" WL (1) 8" WL (1)8 WL 4. I (1) 6" WL - Lu ss - F F F F - F F > 589.50 (1) 6" WL_/ `7 81ISS IE 77 \ 586.60 SS MH 56 (59 f, 7 RIM) 86 /586 5 /F) 598.31 IE 1 ss-- ss-_ ss-_ RIM --SS-- -1-ss'--, ss - - S,13 70 Al/ 58 61 VCIP ss z PW < 59596 RIM RIGHT OF WAY cr- 1 11 11 kTO 7 7 RA,4,f) (D58 (2) 1" WM (1) 15" WM _MN �IGtA�ION I \GA�f &'FjNAL S 76 i.23 POC (1) 2" WM ( INV \\\,LAND' CA�P�& 42 41 43 71 74 88 - 6" SD CONNECT 42 TO EXISTING CATCH BASIN RIGHT OF WAY EXIS TING SIZZLER APN 126-100-18-00 55.001 110.00, ON ......... 7- 5 F 77 71 (1) 8" W 77 I uj 77 (1) 4" WL 8n F F 1584 9 IF92 Puc) N ss WATER 93 1 POC POC i.lLL hE 1 1 0 k L J 71 DRAIN APPROVED BUILDING (PER SEPARATE PLANS) ri c- 18" SD Ss 70 77 7� POC 596.60 FF WATER Lu u APN POC '17, 126-100-17-00-6 4 PROPERTY -//I 44 SS LINE 86 1 70 L�,\ POC 586.87 WL un \ FIRE POC 12 ROOF 3 GAS INV V_ <-- WATER R11 2" SID 5t14 ! SD '567 55 POC 594.70 TG DRAIN 93 POC .57 TG 54 # S t�� 590.70 INV 86 95; **-%77771SD 1 N�V 5 L .......... . C 4., D . . . . . ......... 0 (4L6)� 589.1 TG 56 587.1 INV .... . . ......... . . ......... P 87\-(j86 PROPERTY 87 86 APN .. . ... .... 87 LINE A 126-141-01-00-8 APN PN 126-141-04-00-7' 125-141-05-00-0 5 UTILITY CONSTRUCTION NOTES FURNISH AND INSTALL SCHEDULE 80 PVC WATER LINE PER CALWATER 06 EXISTING ELECTRICAL LINE - PROTECT IN PLACE 41 NG STORM DRAIN LINE - PROTECT IN PLACE ':�S < DETAIL "I'", SHEET C801 FOR SUMP PUMP DISCHARGE AND GRAVEL BOTTOM 42 EXISTING STORM DRAIN INLET- PROTECT IN PLACE 76 DETAILS 43 FURNISH AND INSTALL PVC SDR 35 STORM DRAIN PIPE (s=0.01 MIN). SIZE PER 54 FURNISH AND INSTALL MID STATE CONCRETE GO CURB INLET PER Lu ORGANIZE IN ORDER OF ADDRESSES C11 Dm72 MANUFACTURERS DETAILS EXISTING WATER METER PLAN 9 55 STORM DRAIN INFRASTRUCTURE PER 2630 MT VERNON AVE PHASE I PLANS 44 FURNISH AND INSTALL HDPE DOUBLE WALL STORM DRAIN PIPE (s=0.005 MIN). [0 0 602 SIZE PER PLAN 56 EXISTING SANITARY SEWER LINE - PROTECT IN PLACE 45 FURNISH AND INSTALL 18" MID STATE CONCRETE SQUARE CATCH BASIN PER 57 EXISTING SANITARY SEWER MANHOLE - PROTECT IN PLACE PROVIDE TRENCH PER GAS COMPANY APPROVED PLAN, POINT OF CONNECTION MANUFACTURERS DETAILS 58 EXISTING SANITARY SEWER MANHOLE - PROTECT IN PLACE AND ADJUST TO 46 FURNISH AND INSTALL 8" NYOPLAST DRAIN BASIN WITH DOME GRATE PER 93 ELECTRICAL EQUIPMENT PER PG&E AND ELECTRICAL PLANS GRADE SPRINKLER CONTRACTOR MANUFACTURERS DETAILS 59 EXISTING SANITARY SEWER CLEANOUT - PROTECT IN PLACE AND ADJUST TO 47 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL "C", SHEET C801 GUARDIAN FIRE MODEL 6224 (OR APPROVED EQUAL), WITH INLINE WAFER GRADE 48 FURNISH AND INSTALL ABT POLYDRAIN TRENCH DRAIN WITH DUCTILE IRON 60 FURNISH AND INSTALL PVC SDR 35 SANITARY SEWER LINE (4" s=0.02 MIN, 6" IDENTIFICATION PLATE WITH BUILDING NAME PER FIRE DEPARTMENT "HERRINGBONE" FRAME GRATE (PART # 2516, LOAD CLASS E) PER 81 s=0.015 MIN, 8" s=0.01 MIN). BACKFILL UTILITY TRENCH PER KERN COUNTY ONSITE STORM DRAIN SYSTEM SHALL BE PRIVATELY MANUFACTURERS DETAILS (OR APPROVED EQUAL) EXISTING STORM DRAIN INLF1 DEVELOPMENT STANDARD S-1. SIZE PER PLAN 8 FURNISH AND INSTALL 2" SCHEDULE 40 PVC PIPE 61 CONSTRUCT SANITARY SEWER CLEANOUT PER DETAIL "C", SHEET C801 0 FURNISH AND INSTALL LITTLE GIANT 10EN-CIA-SFS - 1/2 HP CAST IRON @ FURNISH AND INSTALL JENSEN PRECAST MODEL JP1500G GREASE INTERCEPTOR 0 SUBMERSIBLE SUMP PUMP WITH VERTICAL FLOAT SWITCH IN AN ABT 2610 INSIDE THE BUILDING. IF INSTALLED OUTSIDE OF THE BUILDING, IRON PIPE (OR APPROVED EQUAL) PER MANUFACTURERS DETAILS 3 CATCH BASIN PER MANUFACTURERS DETAILS (OR APPROVED EQUAL). SITE UTILITIES APPROVAL PER NOTES 63 TO 69 NOT USED NOTES 83 TO 84 NOT USED CONTRACTOR SHALL STUB ELECTRICAL TO SUMP PUMP PER ELECTRICAL PLANS < 0 Ln SHEET IS FOR REFERENCE ONLY. 85 WATER INFRASTRUCTURE PER 2630 MT VERNON AVE PHASE I PLANS SEWER INFRASTRUCTURE PER 2630 MT VERNON AVE PHASE 1 PLANS 51 ROOF DRAIN DOWNSPOUT LOCATION I 52 FURNISH AND INSTALL MID STATE CONCRETE 36" PRECAST MANHOLE (OR EXISTING WATER LINE - PROTECT IN PLACE APPROVED EQUAL) WITH TRAFFIC RATED LID PER MANUFACTURERS DETAILS 0 EXISTING WATER METER - PROTECT IN PLACE 53 FURNISH AND INSTALL 12" MID STATE CONCRETE SQUARE CATCH BASIN WITH 73 EXISTING WATER VALVE - PROTECT IN PLACE TRAFFIC RATED LID PER MANUFACTURERS DETAILS (OR APPROVED EQUAL). SEE 74 RELOCATED FIRE HYDRANT LOCATION A B I c I D I E F_ APN 26-141-06-00-3 F_ZL-'C,,`R1CAL LzAV21- AFN 126--141-07-OC-6 87 '4 J86 PROPERTY LINE APN 126-141-08-00-9 75 FURNISH AND INSTALL SCHEDULE 80 PVC WATER LINE PER CALWATER 06 EXISTING ELECTRICAL LINE - PROTECT IN PLACE > STANDARDS. WATER LINES SHOWN SCHEMATICALLY ON PLAN FOR JOINT < N TRENCHING. QUANTITY AND SIZE PER PLAN E - 87 EXISTING UTILITY POLE PROTECT IN PLACE 76 FURNISH AND INSTALL COMMERCIAL WATER METER AND BACKFLOW DEVICE @ EXISTING ELECTRICAL INFRASTRUCTURE - PROTECT IN PLACE W PER CALWATER STANDARDS. GROUP METER BOXES, BACKFLOW DEVICES, AND 8 EXISTING GAS LINE - PROTECT IN PLACE Lu ORGANIZE IN ORDER OF ADDRESSES C11 Dm72 EXISTING WATER METER 0 FURNISH AND INSTALL PRECAST TRANSFORMER PAD (OR APPROVED EQUAL) @ FURNISH AND INSTALL AWWA C900, DR 14 (CLASS 305) PVC FIRE SERVICE LINE PER PG&E APPROVED PLAN. PG&E WILL INSTALL TRANSFORMER GEXISTING WITH FITTINGS AND THRUST BLOCKS PER CALWATER STANDARDS. SIZE PER [0 0 602 PLAN 91 RELOCATE EXISTING TRANSFORMER PER ELECTRICAL AND PG&E PLANS 0 FURNISH AND INSTALL 8" FEBCO MODEL 856ST IN-LINE DOUBLE CHECK 92 GAS LINE AND METER INSTALLED BY GAS COMPANY. CONTRACTOR SHALL 88 DETECTOR ASSEMBLY (OR APPROVED EQUAL) PER CALWATER STANDARDS PROVIDE TRENCH PER GAS COMPANY APPROVED PLAN, POINT OF CONNECTION 8 FURNISH AND INSTALL POST INDICATOR VALVE (PIV,, MUELLER A-20808 (OR AT BUILDING PER MECHANICAL PLANS 76 APPROVED EQUAL). VERIFY MONITORING CONNECTION DETAILS WITH FIRE 93 ELECTRICAL EQUIPMENT PER PG&E AND ELECTRICAL PLANS SPRINKLER CONTRACTOR NOTES 94 TO 99 NOT USED 8 FURNISH AND INSTALL SIAMESE HEAD FIRE DEPARTMENT CONNECTION (FDC), 99 DRY UTILITY INFRASTRUCTURE PER 2630 MT VERNON AVE PHASE I PLANS 88 GUARDIAN FIRE MODEL 6224 (OR APPROVED EQUAL), WITH INLINE WAFER j 79 CHECK VALVE, GUARDIAN MODEL 6426 (OR APPROVED EQUAL). MOUNT NOTE: 88 IDENTIFICATION PLATE WITH BUILDING NAME PER FIRE DEPARTMENT Lu > 81 REQUIREMENTS ONSITE STORM DRAIN SYSTEM SHALL BE PRIVATELY EXISTING STORM DRAIN INLF1 MAINTAINED AND THE CITY OF BAKERSFIELD WILL @FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CALWATER STANDARDS NOT ASSUME RESPONSIBILITY FOR MAINTENANCE. @ FIRE SPRINKLER RISER SHALL BE STAINLESS STEEL AND CONSTRUCTED PER CITY E21 OF BAKERSFIELD STANDARD W-19 (OR CITY APPROVED EQUAL) IF INSTALLED 0 INSIDE THE BUILDING. IF INSTALLED OUTSIDE OF THE BUILDING, IRON PIPE NOTE: 3 SHALL BE USED SITE UTILITIES APPROVAL PER NOTES 83 TO 84 NOT USED SEPARATE SUBMITTAL/PERMIT. THIS < 0 Ln SHEET IS FOR REFERENCE ONLY. 85 WATER INFRASTRUCTURE PER 2630 MT VERNON AVE PHASE I PLANS G I H I I i I I K LEGEND RIGHT OF WAY 87'', 087� APN 126-141-09-00-2 -us 57 58 Lu iJ > SD MANHOLE < N Z CO 0 LO D59 W EXISTING SS CLEANOUT z u m 0 Lu9 Lu TRANSFORMER PAD C11 Dm72 EXISTING WATER METER L.Li Lj_ L/) Z :i1 Z) GEXISTING 0 [0 0 602 2 71 F< 88 DOUBLE CHECK DETECTOR j 87 EXISTING UTILITY POLE r -A 76 WATER METER I FIA -us 57 58 EXISTING SS MANHOLE iJ 52 SD MANHOLE 00 C N �) 00 CO 15-056.2 LO D59 W EXISTING SS CLEANOUT z u m 0 Lu9 90 91 TRANSFORMER PAD C11 Dm72 EXISTING WATER METER L.Li Lj_ L/) SS/SD CLEANOUT = Lrl GEXISTING FIRE HYDRANT [0 0 602 GREASE INTERCEPTOR EXISTING WATER VALVE F< 78 DOUBLE CHECK DETECTOR j 87 EXISTING UTILITY POLE wnn 76 WATER METER I FIA EXISTING ELECTRICAL EQUIPMENT z 80 FIRE DEPARTMENT CONNECTION E 88 EXISTING ELECTRICAL VAULT j 79 POST INDICATOR VALVE FN F,T 88 EXISTING TELEPHONE EQUIPMENT Lu > 81 FIRE HYDRANT 1_7U EXISTING STORM DRAIN INLF1 P; 00 NYOPLAST DRAIN BASIN I !11j. TRENCH DRAIN E21 CATCH BASIN SCALE: 1" = 30' 0 zo° o 3 30 15 0 30 60 L I M N CITY RECORDS NO: W" 0 00 t- o 100 Lu :D mmm C-4 '0 M 00 C N �) 00 CO 15-056.2 LO zo�UJI c:) < 0 0 CT) 0 W z u m 0 Lu9 < 0, Lu > L.Li Lj_ L/) z = Lrl 0 Lu L) 0 00 M 00 (_4 < z (*4 cg z L0 M LV 0 z z C C) z Lu > �4 > P; 00 W" ENGINEER OF RECORD 0 00 t- o 100 Lu :D mmm C-4 '0 M z Lu O > N �) 00 rn < m 0 c:) 15-056.2 LO zo�UJI c:) < 0 0 CT) 0 W z u m 0 Lu9 < 0, Lu > L.Li Lj_ L/) 00 = Lrl 0 Lu L) 0 00 M 00 (_4 < g U) (*4 cg z L0 M LV 0 cy) CL I - ENGINEER OF RECORD REVISIONS: REVIEWED BY: RDW Lu :D mmm DATE: z Lu O > N I" = 30' rn < m 0 c:) 15-056.2 zo�UJI c:) < 0 0 CT) 0 z u m 0 Lu9 < Lu > L.Li Lj_ L/) = Lrl 0 Lu L) 0 0 (_4 < z 0 0 V) � 0 Lu Lu z C qt LU (J) LU Lu > a- > < C) u F_ 0L zt z = E U L.0 a- 0 _j 0 0 zo° o 3 _j Z 6i __j fY 0 < 0 Ln u 0 Lr) Ln REVISIONS: REVIEWED BY: RDW PREPARED BY: mmm DATE: April 6, 2017 SCALE: I" = 30' CDS JOB #: 15-056.2 UTILITY PLAN C500 SHEET 6 OF 10 SHEETS 0 12 10 19 18 i PROPERTY LINE NOW 15'37"E 0.67' . 53 24„E �- 129 48 9.Op c I K f v tT� EFX Sl Mitts BUILDIN (60233FF APN . 126-100-07-00-7 i S89° 33'28"E o � 3 I I ii I ) I k I RIGHT - 0 F IGHT OF WAY it w z w Q GUTTER APPROXIMATE RIGHT OF WAY DEDICATION PER PUBLIC IMPROVEMENT PLANS PREPARED BY CIVIL DESIGN STUDIO, INC. C= .. _ ca RIGHT I I OF WAY /-RIGHT- - - / TYP ^ ( 9.0' Ln \ I 7 OF WAY l\� o{ 1 TYPcl EXIS T11 VG o I =y I 18.0' SIZZLERin 00 oo m X/— 2 OQ O 0 1� 5.0' I (598.8 FF) 12 I 11 I CL \�\ - o Q z \ \ 1 32.1'z Ln m 9w J N 1 \ 126-100-18-00 9W JV (I 36.6' \ 39.0' F w v I I 55.00' j 03 BINGHAM Z �oZ o — —Q F w w o Lu C5 AVENUE I 1 ; 9.011 p vii v W p vw�i u j! . 11o.0c �I cc ( 1 0 9.0 i 1 o I � °C Q i 26.0' - w Q , 00 TYP g w z Ij RIGHT OF' 00 - _ I I I \ �p I TYP t ) Q w -- . m�. Z z cul: a w om m _., c _ S89° 41'00"i o6 9.01 s 10 253.00' TYP o6 25 I14— ---- %\ LLJ I I ( € oo w t AO,� PEDESTRIAN i I B0- N 0 o , oo EASEMENTS PER 0 — m 6 I t0 0021 T# 0 05 o Lu O 000217005989LLj z ii 6 �b 11 RIGHT Q I I I 10.0' 10 g \ I 0 OF WAY I / I SS ESMT ( 9.0, ( Q 9.0 I I e m I Q t € I 1 V w TYP o i / I 43.0' I 1 TYP o a w I I I I 30.0' STOP 0.0 ' / i 3 U Lu w I; I � I � - _ 0.0' .L J. I. 00 5 l / I / 9.0' o 12 I I o I o , 9.0' o °�° o 1 ( i s o m I e APPROVED BUILDING m o I 1 I I E TYP [ IP (PER SEPARATE PLANS) +�o LLj I ( bo 596.60 FF o TYP_ APN I o t • 126-100-17-00-6 I E- Z <,-, -- l00 PROPERTY I o I I ! I o� N LINE I N N 12.0' I - I i I I F2 9l 1 54.0' OIN PUEb 9.01I ., I I °-+° TYP 00 i 1 I TYP . TYP ,-a a , _ s 4 IV --- --- --- ------ ------------ -- 1; ---- ------------ ------ .�� ------------- ------ Lri , CD _ Y �_ RICHT I �� 351.62'-..:.., c y,q m,: a� i ��€_ Bl OF \ti AY ;5 N89'_ - 253.00 - s 41 41, buiw 00'W I PROPERTY l ' PRO APN c ` «PERTY LINE �.` ( (`' 125-141-01-00-8 APN ^` APN �. APN LINE i O `` i26-141-05-00-0 APN 126-141-07-00-6 APN APN ~� 126- l 41-04-00-7 I' I it 126-141-06-00-3 125-141-08-00-9 126-141-09-00-2 ,1 I ,I HORIZONTAL CONTROL PLAN NOTES EASEMENT NOTES LEGEND 3 CONTRACTOR SHALL OBTAIN BUILDING DIMENSIONS USING ARCHITECTURAL AND EASEMENT FOR PUBLIC UTILITIES AND RIGHTS OF INGRESS AND EGRESS ® PEDESTRIAN EASEMENTS PER DOCUMENT# STRUCTURAL PLANS. El RECORDED 3/8/1972 AS BOOK 4648, PAGE 719 OF OFFICIAL RECORDS 000217005987 AND 00021700589 EASEMENT FOR INGRESS AND EGRESS AND INCIDENTAL PURPOSES APPROXIMATE RIGHT OF WAY DEDICATION PER RECORDED 7/22/1985 AS BOOK 5779, PAGE 1814 OF OFFICIAL RECORDS ® PUBLIC IMPROVEMENT PLANS PREPARED BY CIVIL DESIGN STUDIO, INC. EASEMENT FOR SANITARY SEWER AND INCIDENTAL PURPOSES 10 RECORDED 12/23/1986 AS BOOK 5951, PAGE 1353 OF OFFICIAL RECORDS RE-RECORDED 1/12/1987 AS BOOK 5958, PAGE 1046 OF OFFICIAL RECORDS 11 EASEMENT FOR DRAINAGE AND INCIDENTAL PURPOSES RECORDED Efl 8/24/1987 AS BOOK 6040, PAGE 2195 OF OFFICIAL RECORDS 2 12 RECIPROCAL EASEMENT AGREEMENT RECORDED 12/12/2000 AS INSTRUMENT NO. 0200158033 OF OFFICIAL RECORDS NOTE: NOT ALL EASEMENTS AFFECTING PARCELS IN QUESTION SHOWN ON PLANS. SEE ALTA/ASCM LAND TITLE SURVEY FOR ADDITIONAL EASEMENT INFORMATION. 1 A B C D E F G H I J K L M N SCALE: 1" = 30' 30 15 0 30 60 CITY RECORDS NO: C '" l I ENGINEER OF RECORD: N W N Z � Z 1 O 1a W O J U w Q O cr S a L z 0 zzN 1..1� w z D 0 C O c 0 (y w Qa z w CL W z c g a a REVISIONS: Lu W kD i O (y) m Q (y) o Z cT 1D o O1 zU®q !Y ' LSI l� .J LJJ L.L I- z�„a.. C0 11J w � cn W O U) k.0 Lu Lu V -i LLI Ql � � Q 0 u = U L1J CL O Zoo J Lu 0 0 Lr) Ll') REVIEWED BY: 0 ao V- aeras PREPARED BY: \.� H00 N O ' V 00 C7 u7 CDS JOB #: Lm H ' � O to 4` C44 4 U N i. 5 Q � U <= rO Hj 100 V , Lc) a Co U M W r� a z a � � ENGINEER OF RECORD: N W N Z � Z 1 O 1a W O J U w Q O cr S a L z 0 zzN 1..1� w z D 0 C O c 0 (y w Qa z w CL W z c g a a REVISIONS: Lu W kD i O (y) m Q (y) o Z cT 1D o O1 zU®q !Y ' LSI l� .J LJJ L.L I- z�„a.. C0 11J w � cn W O U) k.0 Lu Lu V -i LLI Ql � � Q 0 u = U L1J CL O Zoo J Lu 0 0 Lr) Ll') REVIEWED BY: 0 ao V- aeras PREPARED BY: M M M N M 00 April 6, 2017 ' V 00 C7 u7 CDS JOB #: Lm r `0 rM to 4` C44 4 ."woM N i. Q � .° ao <= rO ) CO tun 100 , Lc) aii w x •o M �nww r� a ENGINEER OF RECORD: N W N Z � Z 1 O 1a W O J U w Q O cr S a L z 0 zzN 1..1� w z D 0 C O c 0 (y w Qa z w CL W z c g a a REVISIONS: Lu W kD i O (y) m Q (y) o Z cT 1D o O1 zU®q !Y ' LSI l� .J LJJ L.L I- z�„a.. C0 11J w � cn W O U) k.0 Lu Lu V -i LLI Ql � � Q 0 u = U L1J CL O Zoo J Lu 0 0 Lr) Ll') REVIEWED BY: RDW PREPARED BY: M M M DATE: April 6, 2017 SCALE: 1" = 30' CDS JOB #: 15-056.2 HORIZO[�JTPI CONTROL. PL,AF] C6001 SHEET 7 OF 1. SHEETS 0 12 11 10 wt 0 7 111 5 4 r- 0 N Q w 3 •a N a C m a- -3 0 C 0 u 0 3 Lu` ko Ln 0 Ln v 0 0 rn as 2 a J a 2 E 0 a: > Y E 0 Ln 0 sn 0 ai .?U ° 1 0 v 0 J i 0 0 0 M 0 0 m 0 E F G H I K ti C D rte. .. ., { EISTIr'ttt SIliLL7lC '- 1�' `� � y 1 I A�. ;... fir .:.::°, : -^ APN ,•. is ]26-]00-07-00-7 », +'.-_ `.+fes `', "' •^°"'a.a, _. :` _,f �0 'PROPERTY ..•:. ----.7:.....,.•;:::.::a„•.:::::..::.,.,....., -. �•,»„a 1 LINE .,,,. » »» "`": ...... ..., -,,, . , :: ,.., .... ....,,, - �` SE 5 �� .:�__ _�� i �', Z,H I I s.,o as i :,:` :.:: :: " :PROPERTY: " �»�""w `, ``_ 3 .•,•»•»M » :%' LIN%E"'« ::" �»_..., % - �- I J,• .fi E R .,...,. z .° L ', "77 1 , f , 3 , -__ _- _ --_ R r C / . v --. 5 J ,°r. B11 1. w I I._ �. SE -4 I I i u I 1111 �!111o� I 'cc IG. jr-__ ,. �'''{ / , Q OLy O 0- I `° = 2 PROPERTY -"'•« » . LINE .m- " »61 f/ of PROPOSED SMART & FINAL BUILDING 600.00 FF 599.17 PAD APN 126-100-24-00-6 11 1. .- -_ I I I 1., i I ,. „ .., SE 4� .' 3`:' L � - 4 / .1 I � , 711_� '� € I : 0 . ,; ,, f� \ .... --- i a d I PROPOSED BUILDING 3 \' 602.00 FF \' APN \\ 126-ioo-25-00-9 ., 1. i 0 �; I s r �. ! "I <3 11 �. SE 4 0 Y11 SE 4% < . \ 1, • w �' � �,_ i _, 1. I I mo' ., TC 1 - - •... _ ,' .11 i I i i �: ., 399) SE 4 - '. %..,t1.L.SE 4 : -, r •, ice`; < /� 1, ,:::- f»ar "� �- �" mss-.�� 1`" 11 I 1 I L -4 I "'r a �,a° ,,LLL "11,\ "�� RIGHT :` / d SE -4 i SE 4 SE 4 �! I OF WAY 11 I Lla SE -4 _...._ �n lo i I �r-I I ` � I `I G° ;.FI 11 , ,. __ I - - - - - ... � /. 1 - I I I 3rn II g h I.. .I ,: i ' .� �. �•� � � �� SE 4 SE 4 3.. s WAY 1 i� d EXISTIIV 11 I ".3 r i - -% 1 \ /. / r SIZZLER I fl I '° I;` I ,� -� ;. \ / �' « $ I \ (59B.8FF� a !1, II e`'I 11 11 - I a APN ii . ?lo i I I \1\� / 'y / / 13 1 \ '� I I 36.6' f t / / '/ / //, / / j / ,t t 1 26- ] 00- ] 8-00 Hr„ Ef ., .. / i `, s ` SE -4 \ ' I ` }; I 55.00' 55.00' I;. I i ¥« \ I BINGHAM ------ I I o - .� �, \ -� t I \ it 00' AVENUE : ` '',. i I 1 I !I RIGHT OF WAY ii i I I 1I I I I �.\ 1 I s I ' II I I 1 * I I . I L : . ' ' __4�) - - 6 �_� " . -w SE -4 I I �. I SE -4 I , � - - , % , ... ____ ... __ , �a r . , " - . , : , . \� % „ ' . L **-- ...... 1-11-1--l.. ...... - '. , I ffi , , :, , I . 'L . , " - ,,, 112 z� �_ 1z I % I I ' -, -- I r\ - t . , t ., I: " ; , - I I - - .I , 7 : I I I : ; : -_ "'. .... ............ - , I L . ,r1. . I . ri . 1, . . . I I , I * ; I . . I L I - - 1, \ ,, > , I ' ' _ WM 1 WM-2 ` WM-3 a ,.•»... , . . I - " - Lu I I I1. II R" p I : !110�'I Ei �� I I % pp Sb II �•,,,'` , i i ; : _ , .` WM-4 WM-5 WM-6 °3 4 >, I I I Q i #: I f i II I I I Q . I I - • i s:= FS `, ::, ., t p � 4A O ;., . .. ,_ I I r,,, . I ,.,,,4 I I I I J I' I * »CONTRACTOR _ i � M» , 1 , } I ! � I I! ( •,� � s ; STAGING AREA _ ! . L1J . SE -4 ` " ,, , 4 z ., ii .a....» I i I- I I �, I _ I , � APPROVED BUILDING = �• �''` : s I ' I-�-.�---.`-.. (PER SEPARATE PLANS) �`; j w I �. '_: . I �, ` '; �' I. \ 596.60 FF I IN ¢' I SE -4 i , WM-8 WM-9 1 APN 1 1 1' I SE 5 : i ii i PROPERTY i z I ,' "," »� LINE it t" �» «` , d I f- ,,. »., »,, ».. » ,. »A r ��° I ,• � I .,., SE -4 1 s "�' _ I'' 9 » �. '+.,5 I O II I ,• „ }. ,. .. I I t I I. - f,4.< I.I I .»„ -4 ; ,. SE ?+<. I -4 t .r I -4` SE >. I ; _ •.�, SE -4 •»„ SE -4 �:, � '�, � � a, SE I ,.`•"' � r,, aal,N �, I I I ,. ' - n ,x'`1. �II n -., , " i I -_ _..- _ .. ,. SE -1 SE 4 ti S90 SE 1 ,,,,.,.. ll 11 „ , SE 1 SE 1 RIGHT „'� E } ,.,,,,,,,., . ,.,., I •• ,.,,.,,...,. I F F F , . ` F, S. SF.., OF W----aY� I „ # „ I ' jl _ - I "LL1. >-.-�. .. .:.r. ,,.„a ............ ...... .,..,.. ,.,.,,... ,, ...,. ..., .. ,,.. .r„7 ,,.,. l PROPERTY » «» ». t "`t PROPERTY' I .:. » » • ,....,.,r....,., „ I ,,..-.........." , If APN LINE o 0_ o-- :..„..................... ....» «»""»: =.» APN APN LINE Imo` I I I. 126-141 -01 -00-8 APN :_'C_ �_�` ..::,,,, '_ ' APN 1 26-141 -07-00-6 APN APN •I..,ZLZ. !I." 0 ] 26- ] 41-06-00-0 , 11 "`IIs•. ]26-]4]-04-00-7 ]26-]41-06-00-3 126-14]-08-00-9 ]26-14]-09-00-2 I{ i II! EROSION CONTROL NOTES 1. EROSION CONTROL MEASURES FOR WIND, WATER, MATERIAL STOCKPILES, AND TRACKING SHALL BE IMPLEMENTED ON ALL PROJECTS AT ALL TIMES AND SHALL INCLUDE SOURCE CONTROL, INCLUDING PROTECTION OF STOCKPILES, PROTECTION OF SLOPES, PROTECTION OF ALL DISTURBED AREAS, PROTECTION OF ACCESSES, AND PERIMETER CONTAINMENT MEASURES. EROSION CONTROL SHALL BE PLACED PRIOR TO THE COMMENCEMENT OF GRADING AND SITE DISTURBANCE ACTIVITIES UNLESS THE PUBLIC WORKS DEPARTMENT DETERMINES TEMPORARY MEASURES TO BE UNNECESSARY BASED UPON LOCATION, SITE CHARACTERISTICS OR TIME OF YEAR. THE INTENT OF EROSION CONTROL MEASURES SHALL BE TO KEEP ALL GENERATED SEDIMENTS FROM ENTERING A SWALE, DRAINAGE WAY, WATERCOURSE, ATMOSPHERE, OR MIGRATE ONTO ADJACENT PROPERTIES OR ONTO THE PUBLIC RIGHT-OF-WAY. 2. SITE INSPECTIONS AND APPROPRIATE MAINTENANCE OF ALL EROSION CONTROL MEASURES/DEVICES SHALL BE CONDUCTED AND DOCUMENTED AT ALL TIMES DURING CONSTRUCTION IN ACCORDANCE WITH CALIFORNIA GENERAL PERMIT. 3. THE OWNER SHALL BE RESPONSIBLE FOR THE PLACEMENT AND MAINTENANCE OF ALL EROSION CONTROL MEASURES/DEVICES AS SPECIFIED BY THE APPROVED PLAN UNTIL SUCH TIME THAT THE PROJECT IS ACCEPTED AS COMPLETE BY THE PUBLIC WORKS DEPARTMENT OR UNTIL A NOTICE OF TERMINATION HAS BEEN ACCEPTED BY RWQCB. EROSION CONTROL MEASURES/DEVICES MAY BE RELOCATED, DELETED OR ADDITIONAL MEASURES/DEVICES MAY BE REQUIRED DEPENDING ON THE ACTUAL CONDITIONS ENCOUNTERED DURING CONSTRUCTION AT THE DIRECTION OF THE PROJECT QSP. ADDITIONAL EROSION CONTROL MEASURES/DEVICES SHALL BE PLACED AT THE DISCRETION OF THE QSD, QSP, AGENCY INSPECTOR, OR RWQCB. 4. PER THE CALIFORNIA GENERAL PERMIT, THERE IS NO IDENTIFIED RAINY SEASON. EROSION CONTROL MEASURES ARE REQUIRED AT ALL TIMES. REFER TO PROJECT SWPPP FOR BMP DETAILS. 5. IN THE EVENT OF A FAILURE, THE OWNER AND/OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR CLEANUP AND ALL ASSOCIATED COSTS OR DAMAGE. IN THE EVENT THAT DAMAGE OCCURS WITHIN THE RIGHT-OF-WAY AND THE AGENCY IS REQUIRED TO PERFORM CLEANUP, THE OWNER SHALL BE RESPONSIBLE FOR AGENCY REIMBURSEMENT OF ALL ASSOCIATED COSTS OR DAMAGE. 6. IN THE EVENT OF FAILURE AND/OR LACK OF PERFORMANCE BY THE OWNER AND/OR CONTRACTOR TO CORRECT EROSION CONTROL RELATED PROBLEMS THE PUBLIC WORKS DEPARTMENT MAY REVOKE ALL ACTIVE PERMITS. 7. PERMANENT EROSION CONTROL SHALL BE PLACED AND ESTABLISHED WITH 75% COVERAGE ON ALL DISTURBED SURFACES, PRIOR TO FINAL INSPECTION. PERMANENT EROSION CONTROL SHALL BE FULLY ESTABLISHED PRIOR TO FINAL ACCEPTANCE. TEMPORARY EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT MEASURES ARE ESTABLISHED. 8. THE AGENCY MAY HAVE ADDITIONAL PROJECT SPECIFIC EROSION CONTROL REQUIREMENTS. THE CONTRACTOR, DEVELOPER, AND ENGINEER OF WORK SHALL BE RESPONSIBLE FOR MAINTAINING SELF-REGULATION OF THESE REQUIREMENTS. 9. ALL PROJECTS INVOLVING SITE DISTURBANCE OF ONE ACRE OR GREATER SHALL COMPLY WITH THE REQUIREMENTS OF THE CALIFORNIA GENERAL PERMIT. THE OWNER SHALL SUBMIT A NOTICE OF INTENT (NOI). 10. NAME OF PERSON TO CONTACT 24 HOURS A DAY IN THE EVENT THERE IS AN EROSION CONTROL/SEDIMENTATION PROBLEM: NAME: PHONE: A I B I c- ( D I E ( F I G I H BMP SELECTION AND LEGEND BMP'S SPECIFIED ON THIS PLAN REFERENCE THE NOVEMBER 2009 EDITION OF THE CASQA "CALIFORNIA STORMWATER HANDBOOK". IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN BMP DETAILS AVAILABLE AT WWW.CASQA.ORG. THE FOLLOWING BMPS ARE NOT SHOWN IN SPECIFIC LOCATIONS ON THIS PLAN AND ARE APPLICABLE TO THE PROJECT. THE CONTRACTOR SHALL INCORPORATE THESE BMPS INTO THE PROJECT SCOPE: EC -1 PROJECT SCHEDULING EC -2 PRESERVATION OF EXISTING VEGETATION NS -1 WATER CONSERVATION NS -3 PAVING AND GRINDING NS -6 DISCHARGE REPORTING NS -7 POTABLE WATER / IRRIGATION NS -8 VEHICLE CLEANING NS -9 VEHICLE FUELING NS -10 VEHICLE MAINTENANCE SE -7 STREET SWEEPING WE -1 WIND EROSION CONTROL THE FOLLOWING BMPS ARE SPECIFIED ON THIS PLAN: SE -1 SILT FENCE SE -4 CHECK DAM SE -5 FIBER ROLLS TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT 1I J I K THE FOLLOWING BMPS SHALL BE USED IN THE CONTRACTOR STAGING AREA: WM-1 ��, ,1 MATERIAL USAGE WM-3 I WM-4 SPILL PREVENTION KIT ' I.. I 11 I I HAZARDOUS WASTE MANAGEMENT WM-8 CONCRETE WASTE (WASH OUT) WM-9 , T '. i II,I I 1.; I'= i : : :S• �,',, IIS I ,I: I :_ M Its I;I I RIGHT QC)°° U III I OF WAY 1 :: I :3 C1 -O = I1 I iii' SE 4 I a I ! I (i II, S . I ;i ` I ;• (7\O 1 I is !. °� x,6 =t I . ' I Lu !I I i 4 ., E 1 ` 1z '. II11 I W1. I .I { > III S Q I j I ii (� z f r 11 I O' z SE 1 w I' II > i LL I; I '11 �' I z I SE 4 i € I �S`SOZ. I I I, z I I i F I ., 1. i 0 �; I s r �. ! "I <3 11 �. SE 4 0 Y11 SE 4% < . \ 1, • w �' � �,_ i _, 1. I I mo' ., TC 1 - - •... _ ,' .11 i I i i �: ., 399) SE 4 - '. %..,t1.L.SE 4 : -, r •, ice`; < /� 1, ,:::- f»ar "� �- �" mss-.�� 1`" 11 I 1 I L -4 I "'r a �,a° ,,LLL "11,\ "�� RIGHT :` / d SE -4 i SE 4 SE 4 �! I OF WAY 11 I Lla SE -4 _...._ �n lo i I �r-I I ` � I `I G° ;.FI 11 , ,. __ I - - - - - ... � /. 1 - I I I 3rn II g h I.. .I ,: i ' .� �. �•� � � �� SE 4 SE 4 3.. s WAY 1 i� d EXISTIIV 11 I ".3 r i - -% 1 \ /. / r SIZZLER I fl I '° I;` I ,� -� ;. \ / �' « $ I \ (59B.8FF� a !1, II e`'I 11 11 - I a APN ii . ?lo i I I \1\� / 'y / / 13 1 \ '� I I 36.6' f t / / '/ / //, / / j / ,t t 1 26- ] 00- ] 8-00 Hr„ Ef ., .. / i `, s ` SE -4 \ ' I ` }; I 55.00' 55.00' I;. I i ¥« \ I BINGHAM ------ I I o - .� �, \ -� t I \ it 00' AVENUE : ` '',. i I 1 I !I RIGHT OF WAY ii i I I 1I I I I �.\ 1 I s I ' II I I 1 * I I . I L : . ' ' __4�) - - 6 �_� " . -w SE -4 I I �. I SE -4 I , � - - , % , ... ____ ... __ , �a r . , " - . , : , . \� % „ ' . L **-- ...... 1-11-1--l.. ...... - '. , I ffi , , :, , I . 'L . , " - ,,, 112 z� �_ 1z I % I I ' -, -- I r\ - t . , t ., I: " ; , - I I - - .I , 7 : I I I : ; : -_ "'. .... ............ - , I L . ,r1. . I . ri . 1, . . . I I , I * ; I . . I L I - - 1, \ ,, > , I ' ' _ WM 1 WM-2 ` WM-3 a ,.•»... , . . I - " - Lu I I I1. II R" p I : !110�'I Ei �� I I % pp Sb II �•,,,'` , i i ; : _ , .` WM-4 WM-5 WM-6 °3 4 >, I I I Q i #: I f i II I I I Q . I I - • i s:= FS `, ::, ., t p � 4A O ;., . .. ,_ I I r,,, . I ,.,,,4 I I I I J I' I * »CONTRACTOR _ i � M» , 1 , } I ! � I I! ( •,� � s ; STAGING AREA _ ! . L1J . SE -4 ` " ,, , 4 z ., ii .a....» I i I- I I �, I _ I , � APPROVED BUILDING = �• �''` : s I ' I-�-.�---.`-.. (PER SEPARATE PLANS) �`; j w I �. '_: . I �, ` '; �' I. \ 596.60 FF I IN ¢' I SE -4 i , WM-8 WM-9 1 APN 1 1 1' I SE 5 : i ii i PROPERTY i z I ,' "," »� LINE it t" �» «` , d I f- ,,. »., »,, ».. » ,. »A r ��° I ,• � I .,., SE -4 1 s "�' _ I'' 9 » �. '+.,5 I O II I ,• „ }. ,. .. I I t I I. - f,4.< I.I I .»„ -4 ; ,. SE ?+<. I -4 t .r I -4` SE >. I ; _ •.�, SE -4 •»„ SE -4 �:, � '�, � � a, SE I ,.`•"' � r,, aal,N �, I I I ,. ' - n ,x'`1. �II n -., , " i I -_ _..- _ .. ,. SE -1 SE 4 ti S90 SE 1 ,,,,.,.. ll 11 „ , SE 1 SE 1 RIGHT „'� E } ,.,,,,,,,., . ,.,., I •• ,.,,.,,...,. I F F F , . ` F, S. SF.., OF W----aY� I „ # „ I ' jl _ - I "LL1. >-.-�. .. .:.r. ,,.„a ............ ...... .,..,.. ,.,.,,... ,, ...,. ..., .. ,,.. .r„7 ,,.,. l PROPERTY » «» ». t "`t PROPERTY' I .:. » » • ,....,.,r....,., „ I ,,..-.........." , If APN LINE o 0_ o-- :..„..................... ....» «»""»: =.» APN APN LINE Imo` I I I. 126-141 -01 -00-8 APN :_'C_ �_�` ..::,,,, '_ ' APN 1 26-141 -07-00-6 APN APN •I..,ZLZ. !I." 0 ] 26- ] 41-06-00-0 , 11 "`IIs•. ]26-]4]-04-00-7 ]26-]41-06-00-3 126-14]-08-00-9 ]26-14]-09-00-2 I{ i II! EROSION CONTROL NOTES 1. EROSION CONTROL MEASURES FOR WIND, WATER, MATERIAL STOCKPILES, AND TRACKING SHALL BE IMPLEMENTED ON ALL PROJECTS AT ALL TIMES AND SHALL INCLUDE SOURCE CONTROL, INCLUDING PROTECTION OF STOCKPILES, PROTECTION OF SLOPES, PROTECTION OF ALL DISTURBED AREAS, PROTECTION OF ACCESSES, AND PERIMETER CONTAINMENT MEASURES. EROSION CONTROL SHALL BE PLACED PRIOR TO THE COMMENCEMENT OF GRADING AND SITE DISTURBANCE ACTIVITIES UNLESS THE PUBLIC WORKS DEPARTMENT DETERMINES TEMPORARY MEASURES TO BE UNNECESSARY BASED UPON LOCATION, SITE CHARACTERISTICS OR TIME OF YEAR. THE INTENT OF EROSION CONTROL MEASURES SHALL BE TO KEEP ALL GENERATED SEDIMENTS FROM ENTERING A SWALE, DRAINAGE WAY, WATERCOURSE, ATMOSPHERE, OR MIGRATE ONTO ADJACENT PROPERTIES OR ONTO THE PUBLIC RIGHT-OF-WAY. 2. SITE INSPECTIONS AND APPROPRIATE MAINTENANCE OF ALL EROSION CONTROL MEASURES/DEVICES SHALL BE CONDUCTED AND DOCUMENTED AT ALL TIMES DURING CONSTRUCTION IN ACCORDANCE WITH CALIFORNIA GENERAL PERMIT. 3. THE OWNER SHALL BE RESPONSIBLE FOR THE PLACEMENT AND MAINTENANCE OF ALL EROSION CONTROL MEASURES/DEVICES AS SPECIFIED BY THE APPROVED PLAN UNTIL SUCH TIME THAT THE PROJECT IS ACCEPTED AS COMPLETE BY THE PUBLIC WORKS DEPARTMENT OR UNTIL A NOTICE OF TERMINATION HAS BEEN ACCEPTED BY RWQCB. EROSION CONTROL MEASURES/DEVICES MAY BE RELOCATED, DELETED OR ADDITIONAL MEASURES/DEVICES MAY BE REQUIRED DEPENDING ON THE ACTUAL CONDITIONS ENCOUNTERED DURING CONSTRUCTION AT THE DIRECTION OF THE PROJECT QSP. ADDITIONAL EROSION CONTROL MEASURES/DEVICES SHALL BE PLACED AT THE DISCRETION OF THE QSD, QSP, AGENCY INSPECTOR, OR RWQCB. 4. PER THE CALIFORNIA GENERAL PERMIT, THERE IS NO IDENTIFIED RAINY SEASON. EROSION CONTROL MEASURES ARE REQUIRED AT ALL TIMES. REFER TO PROJECT SWPPP FOR BMP DETAILS. 5. IN THE EVENT OF A FAILURE, THE OWNER AND/OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR CLEANUP AND ALL ASSOCIATED COSTS OR DAMAGE. IN THE EVENT THAT DAMAGE OCCURS WITHIN THE RIGHT-OF-WAY AND THE AGENCY IS REQUIRED TO PERFORM CLEANUP, THE OWNER SHALL BE RESPONSIBLE FOR AGENCY REIMBURSEMENT OF ALL ASSOCIATED COSTS OR DAMAGE. 6. IN THE EVENT OF FAILURE AND/OR LACK OF PERFORMANCE BY THE OWNER AND/OR CONTRACTOR TO CORRECT EROSION CONTROL RELATED PROBLEMS THE PUBLIC WORKS DEPARTMENT MAY REVOKE ALL ACTIVE PERMITS. 7. PERMANENT EROSION CONTROL SHALL BE PLACED AND ESTABLISHED WITH 75% COVERAGE ON ALL DISTURBED SURFACES, PRIOR TO FINAL INSPECTION. PERMANENT EROSION CONTROL SHALL BE FULLY ESTABLISHED PRIOR TO FINAL ACCEPTANCE. TEMPORARY EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT MEASURES ARE ESTABLISHED. 8. THE AGENCY MAY HAVE ADDITIONAL PROJECT SPECIFIC EROSION CONTROL REQUIREMENTS. THE CONTRACTOR, DEVELOPER, AND ENGINEER OF WORK SHALL BE RESPONSIBLE FOR MAINTAINING SELF-REGULATION OF THESE REQUIREMENTS. 9. ALL PROJECTS INVOLVING SITE DISTURBANCE OF ONE ACRE OR GREATER SHALL COMPLY WITH THE REQUIREMENTS OF THE CALIFORNIA GENERAL PERMIT. THE OWNER SHALL SUBMIT A NOTICE OF INTENT (NOI). 10. NAME OF PERSON TO CONTACT 24 HOURS A DAY IN THE EVENT THERE IS AN EROSION CONTROL/SEDIMENTATION PROBLEM: NAME: PHONE: A I B I c- ( D I E ( F I G I H BMP SELECTION AND LEGEND BMP'S SPECIFIED ON THIS PLAN REFERENCE THE NOVEMBER 2009 EDITION OF THE CASQA "CALIFORNIA STORMWATER HANDBOOK". IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN BMP DETAILS AVAILABLE AT WWW.CASQA.ORG. THE FOLLOWING BMPS ARE NOT SHOWN IN SPECIFIC LOCATIONS ON THIS PLAN AND ARE APPLICABLE TO THE PROJECT. THE CONTRACTOR SHALL INCORPORATE THESE BMPS INTO THE PROJECT SCOPE: EC -1 PROJECT SCHEDULING EC -2 PRESERVATION OF EXISTING VEGETATION NS -1 WATER CONSERVATION NS -3 PAVING AND GRINDING NS -6 DISCHARGE REPORTING NS -7 POTABLE WATER / IRRIGATION NS -8 VEHICLE CLEANING NS -9 VEHICLE FUELING NS -10 VEHICLE MAINTENANCE SE -7 STREET SWEEPING WE -1 WIND EROSION CONTROL THE FOLLOWING BMPS ARE SPECIFIED ON THIS PLAN: SE -1 SILT FENCE SE -4 CHECK DAM SE -5 FIBER ROLLS TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT 1I J I K THE FOLLOWING BMPS SHALL BE USED IN THE CONTRACTOR STAGING AREA: WM-1 MATERIAL STORAGE WM-2 MATERIAL USAGE WM-3 STOCKPILE MANAGEMENT WM-4 SPILL PREVENTION KIT WM-5 SOLID WASTE (TRASH) WM-6 HAZARDOUS WASTE MANAGEMENT WM-8 CONCRETE WASTE (WASH OUT) WM-9 SEPTIC / SANITARY FACILITIES L M SCALE: 1" = 30' 30 15 0 30 60 N I CITY RECORDS NO: M R JA cal co cl. C2 ,Q as PREPARED BY: O70 .___. - U -r o />% VOD � Q cn 011O 15-056.2 � "d J �_ N o. 14 `., 5 _ a �' C w m i,,, U v z :z, z M Its M M r. a QC)°° U M 01.4 J :3 C1 -O = Wiz/ ,Q a W W W14 ,. \ (7\O J ____ z °� x,6 =t i.4 � Lr k� O In00 R JA cal co cl. C2 ,Q as PREPARED BY: �� M a�D April 6, 2017 />% VOD � Q CDS Job #: 15-056.2 zLn __ Q �_ N o. 14 _ a �' C w m i,,, v -' 00 Q = -4 Its M M a QC)°° U W C Ln :3 C1 -O = ,Q ul.J Lo M ►o cn 0. a ENGINEER OF RECORD: (IN W V) Q CL I..0 /z = Q 2 z O z I..`..I z D O 2 2 Q z v 0 a z 0 U O _1 u W 0 c_ 0 LL C Lu cc Q Q. LuLL �n z a a Lu Z) Lu O Q ro ro (In �O z rno O Q o ZUmodo• = , C? W p r_-1 W it u zLL - 1= Ln D � N G p w cr_ � a Q I t m W (V C LLj Lu H 1.00 r Ln ltzt W w (j) Q 0 cC p d. z I=- QC = U I..LI - 0 z o0 JZ0 0�= L 0 Ln Ln n REVIEWED BY: RDW PREPARED BY: M M M DATE: April 6, 2017 SCALE: 1" = 30' CDS Job #: 15-056.2 EROSION CONTROL PLAN C700 SHEET 8 OF 10 SHEETS — 1— R= 05' 1.5, R - 05' R -a5' 24' 24- 12 R 0.5' N .... ....... . � T14- !zs 4 a TYPE 'A -TYPE 'B" R s 05' tor* Ron R R=05` a5' 4__ ZZEQ *GU 'tilift- owl 41111-11d, 911-1 WP -W by aty bw- 10 M 7 4 NOTES. - 1, At wt slid coribre to the gilikow sections of ta ft Voedord Sp� Sh* of CialibW 40trierit at be d emb of Tfoliwortalim, *Fmve current adlition, 0,4 the ssfs of Structures, and to ff* of CW6 M&M killowlitiv 9w -d 11,011- WE Wind Emsim Control 11. Tpe 18* airt, asof gutiff is rillOW on of (ilm of 2 &Ara* llnilearia6m for T)" 'A' and r arts strvetlt f orioutff is tow* Paroulted by the and gutters " be cwj*wW bw to gm* and am City Eno— slieffm 00 clivrocliet of XW to 0 d*& 0160' 01 and Grease below Nite sl 12. Tillia -A-orb and goner &pWM10do,*Wl%V Suitable Applications *p -,ed or -faivet by ft My &*—. J Confirm for cwb o gutter &W be am 3 4 0A.7 W4 sw tv wift zr to ar Am 11 itipie T, -0 may be plit-filliffoof by me C47 &*— tine oWr b 4kbk Aiiiiii Pbrke; fwd Ri A4 paiee"W 4. rhibir tams " be Arhxw the site&lbobw rPo-Ard-0fe4*ff Am M*Vlo Lot Sk) 2kin pal to the corarele, aid &W not be Am than t5' SE -14 Biofirw Bags YA* oliller belof "lizille: It Pettit kr a4 and gulliff cawmicbm slid =*Vony a In steep channels where stormwater runoff velocities xtad wok iV ortif ko xW be ftealled vrmft #m given a LU CL < fro AV linash #MA 15 Ml err cormtrueft w ad and gul1w. Ilia edebitg ditches or channels. powment slid be sowtut a M#*M of 20' ow a owe ateng ast OV gittim we to be rwbreot naw ft to of ft gulla, or a *wW by the My Enonw. corstritchon Ad inotdi mffig mWmikiii wdm of ewisif K of -104 by &W CRY &0-1 V-11, 7 C670we, siba conidiri no dollies wilm AW wpv4 FlUaAAAME, ST -11111 is o6twed hm The ary &*09W. C" 0.6z Ka be and with a #W& witialed curing, I Ewww jobt STANDARD 1512A uww Xu -r0ound colvo" to Section W-7018 Of to seta Fkv*v 6mffm at 0* pohl slid is to be 20' WAM offiervisli CURBS & GUTTER Womd by aty Etiginew; Mpolkwo, n a Yor. TYPES "A", SeAr 9 E** Seirborts of orb and gutter .stud be sawcut at LU LL! CY) a- Z .B., & C. K t% NAC &rft of ffie area to be fft=sfttxw 0" 00101100t CITY OF SAXIEFAFELD CALFOFNA Pilo to 11011VI ST -1 Silt Fence SE -1 November 2009 California Stormwater BMP Handbook Construction www.casqa-org Check Dams SE -4 Fkalift &-itabor, of &M pow Erosion Control 19 not be below atwhin" of offiff and Sediment Control Of L* return Tra0ing Control WE Wind Emsim Control J*t Ar Non-Storrillwater !a Maregemeril Control + Waste Managerrient and 01 and Grease "Inillille I * / organics Suitable Applications qtr rt 7!4_e_ Check dams may be appropriate in the following situations: 4 0A.7 PLATE Na — 19 WREV. 9-16-14 Little tine SE -6 Gravel Bag Bear. To■prevent erosion by reducing the velocity of channel flow A 01 SE -14 Biofirw Bags a In small open channels that drain to acres or less. 'L a In steep channels where stormwater runoff velocities 8`.ik4-4',T + 1+•6. LU CL < a During the establishment of grass linings in drainage 7 ditches or channels. - a In temporary ditches where the short length of service does 05 a not warrant establishment of erosion -resistant linings. K Evalision kYat V-11, a To act as a grade control structure. Wiii Zmf 96 a ra, C" 0.6z Ka I Ewww jobt STAIVDARO.6�0' CROSS GV_ it Stwdrd M iliethor Rodw Fkv*v 6mffm at 0* pohl slid is to be 20' WAM offiervisli nal be below Asiortion at offiw and Womd by aty Etiginew; of ft Artur" n a Yor. isq,tinew jaht LU LL! CY) a- Z Strallit Rlff + lei Varjok I CL - - 41{ 7 I Rosibe as Co 0 a o o J Z_ 4' _u U-1 a SECTION A -A SECTION B -B NOTES: U Lu 0 I, GO structure in tonsialaom with 2010 Revised Standard Plan RSP D73E B 2. Well thickness is 6' when the distance Between the mtlet flow Vne'lnd the top Of grate ss 8'or le , Of Outter- 4. Integral base includes a' fiat fkxt. No Vam prowled Slatted noon must betasl Ch t 00.t' lint 5. steps .nstalled. i-vortRoo low STANDARO IZO' CROSS GUTTER iia' f. 0� diev NOTE'S. 20' I At rolit owifam to the **1* 5 All? ao%Wft locallon old Skes we swilbas of ffie Vilic9cahm al 10 be WM*d by ft at), 14 - volidwe Spew Slott of 7 Caft* DwIlrb?"Int 011, ThwWwaiii1d, 6 &-*TV W1 &W he mr4wded to = LA 1. 01 od*ild mrient ea of trimblivin sky de*(y as *favithad by AS TAk 1-� 1467 to a dwb� of I'baro r 2 L000Wil, * crossputter Ad be am 2 crossialler OW I e to each sikilit of ffie Jill I- to me ng !hill? _3411111011c of b�v state Rorldord �0� 7 coweifit Ad witch no adaffies, Mile SEC77ONA-A J f4amb" j*ts &W be clinstrwited Prial, qp-d 0 W-11611, b- of bVir- inery JO' a oliteded by Me al rflo 8 emwe siliall he aqw OM a *We 9sr corworlier, poriatted --N ixtypoved MV96V to MOY deep 4, Cavele be Ckw 2 Red Aev sectile 90-7 ow 01 me State Stand" J. 0, sbd be, Now Z5, to f5'. r4X0AW1a ST -ARE _e STANDARD 7z 010" to, to' & Mi 1 tv 3 if oil ai z of 'i 4W RESIDENTIAL MUM 6d sol 0, w a WE 2 x, CROSS sola 14 � 115 L''I iz GUTTERS ,1T.s Sol "11 SEC W -N 6= 15 a, U, CITY OF BAKEFM=ELD CALFOFHA ST -9 —0Y amicut NAM wows Check Dams SE -4 Categories EC Erosion Control 19 SE Sediment Control TC Tra0ing Control WE Wind Emsim Control NS Non-Storrillwater !a Maregemeril Control Will! Waste Managerrient and 01 and Grease Materials Pollution Control organics Suitable Applications CITY OF BAKERSFIELD, CALIFORNIA Check dams may be appropriate in the following situations: Potential Alternatives Categories EC Erosion Control 19 SE Sediment Control TC Tra0ing Control WE Wind Emsim Control NS Non-Storrillwater mows Maregemeril Control Will! Waste Managerrient and 01 and Grease Materials Pollution Control Legend. Primary Category Secondary Category 7 of 8 November 2009 California Stormwater BMP Handbook I Of 7 Construction www,casqa.org 2 ta«nsum vane: SRA...... Concrete, Notes: Stirrup and Tie Hooks 2, C- -i sa� s, E 180IDegreeflend C6,511 M. V., A- 5.6 12016 90 D"re"e Bond/ CIVIL "a" CA LIF Dia— olds, ft.A-V RvxtitAz se m,.K+"1. rite M Is W.0— rte.: 8L E) "j�ks L-0 W,W --oidb, AQ W19 :::Ri5i, Masorwlt Mal OW - " nua,"andwww-ieea"we'.ww ser SgT. CW afrxa _ W""' Development Lengths bib Cd3pN�ktiai:eiaetE desk. ser tppy,". eR-nflfm Oath twxrw 4 Rid AK EOCmtAiS.i GiTi ........... . .. . . . ............. ltusgreNYevO.Idari 6. R.-Isr" ftiilas CNE " . -.-is .ST. A615 t, f. ,r=etie 5 "s--s,W Wdft lists 6 Rebar Lap Splices rig A I B I C TftpW 12• at- rix drainage r,aa shwlif bi, -M-1w ctlusiy R.W_,q'xa Mftrlz"Oftialrwd"qq SransrtxM 93ix ut>rw SI_ dontwl 0- Pq. R. -Ad ro AO— p-.." gatxaae P. Mxiwpum 5' H.Uism cliti-e f anew MW*_1 ir T. Si Eq -2 F91 NOTE: NOT A WALL APPROVAL. A - Masonry Wall Option FBI Targeted Constituents Description and Purpose Sedimer-A Acheck dam is a small barrier constructed of rock, gravel bags, Nutt pts sandbags, fiber rolls, or other proprietary' products, placed Trash across a constructed swale or drainage ditch. Check dams CIVIL AN -.1 reduce the effective slope of the channel, thereby reducing mows scour and channel erosion by reducing flow velocity and Bactenal increasing residence time within the channel, allowing 01 and Grease sediment to settle. organics Suitable Applications CITY OF BAKERSFIELD, CALIFORNIA Check dams may be appropriate in the following situations: Potential Alternatives PLATE Na — 19 WREV. 9-16-14 SE -5 Fiber Rolls To promote sedimentation behind the dam. : SE -6 Gravel Bag Bear. To■prevent erosion by reducing the velocity of channel flow SE -8 Sandbag Banner in small intermittent channels and temporary swales. SE -14 Biofirw Bags a In small open channels that drain to acres or less. : W -,0 *0 CN a In steep channels where stormwater runoff velocities 8`.ik4-4',T exceed 5 ft/s. LU CL < a During the establishment of grass linings in drainage Cl) ditches or channels. Sloped F a In temporary ditches where the short length of service does 05 a not warrant establishment of erosion -resistant linings. K 4'.6' V-11, a To act as a grade control structure. Wiii Zmf 7 of 8 November 2009 California Stormwater BMP Handbook I Of 7 Construction www,casqa.org 2 ta«nsum vane: SRA...... Concrete, Notes: Stirrup and Tie Hooks 2, C- -i sa� s, E 180IDegreeflend C6,511 M. V., A- 5.6 12016 90 D"re"e Bond/ CIVIL "a" CA LIF Dia— olds, ft.A-V RvxtitAz se m,.K+"1. rite M Is W.0— rte.: 8L E) "j�ks L-0 W,W --oidb, AQ W19 :::Ri5i, Masorwlt Mal OW - " nua,"andwww-ieea"we'.ww ser SgT. CW afrxa _ W""' Development Lengths bib Cd3pN�ktiai:eiaetE desk. ser tppy,". eR-nflfm Oath twxrw 4 Rid AK EOCmtAiS.i GiTi ........... . .. . . . ............. ltusgreNYevO.Idari 6. R.-Isr" ftiilas CNE " . -.-is .ST. A615 t, f. ,r=etie 5 "s--s,W Wdft lists 6 Rebar Lap Splices rig A I B I C TftpW 12• at- rix drainage r,aa shwlif bi, -M-1w ctlusiy R.W_,q'xa Mftrlz"Oftialrwd"qq SransrtxM 93ix ut>rw SI_ dontwl 0- Pq. R. -Ad ro AO— p-.." gatxaae P. Mxiwpum 5' H.Uism cliti-e f anew MW*_1 ir T. Si Eq -2 F91 NOTE: NOT A WALL APPROVAL. A - Masonry Wall Option FBI as Ket a- �rZ ac. seas way OU go TYP, AU, AROUND, (NOTE, DO NOT Fitt Retaining Wall Geometry Match C66 -i Exp, 6 t 2016 r- CIVIL AN -.1 as Ket a- �rZ ac. seas way OU oft FO W9LNi,N)nt of reF�k%'CMdN stet of dsnrnXC. Site Retaining Wall (D Nis I: F COVER AND GRATE OPTIONS I 36- 'neic 147W!Ift wina I TOP Top in.) SER 36, 67#/ft. RI 4�a3v Ls (2 1 RISER) Standard Standard Knockot X nockot I each side eadl side de I Max. 7-111. M4, 13" 5 are "ad.bl. .1th the following M- 6' V.&,j Die min. 6' Variable COVER r, GRATE OiAlon,: to 36' t. 36' 1 Traff, and N*Tlan,< glatt!S. 'M 2� ADA rid Sice pf Traffic grates- BASE A BASE BASE G a1v steelhimhim-Traffic - el splid T,a-ftc and -Trac �ov a - 3 (139* 1340 . zI 2674/ft.) 4-mitift.) The "BOX" Option: rti Basin are AaMR in a 12" x 12" 18" x 18" one piece "BOX with the tarnCast into the m;.SECTION SECTION of a vie pilect Structure. Catch Basins are aed.lik, "nth Cij1k4rn holesele, and Venable heights. Gal, aN4e mina cast into too Sections TOP as max TOP as Irwx TOP 49* 49' riai, 6 48' -s RISERI RISER RISER 46 a,ax L" (7509/ft-------- (I.M*Ift.) =7 1 n standard S'Wam Standard n - - K ckW Kro ,oCkoutKnockout i i#.,h side I each side li, d Max-Max.M32' Max. 42 In. 8MK 12" Min. W V -We ` Variable Variaaria Lk 8" to 48' to 48' "I I1 6 BASE BASE BASE 750/fC) _7 IL " 4' x 24" 36 x 36" 48" x 48 S' E SECTION SECTION SQUARE CATCH BASINS REV. M08 Fiber Rolls SE -5 -4 fir Note. Install fiber roll along .3 level contour. Fiber rolls _V Vertical Spacing measured along the 1 1 1 V face of the slope varies between install a fiber roll near 10, and 20' F slope where it transitions into a SieLper Slope "V TYPICAL FIBER ROLL INSTALLATION N.TS. Slope c EE 3/4' x 3/4' F wood stokes max 4' — V Spacing ENTRENCHMENT DETAIL N.T.S. Fiber roll a' M in November 2009 Californio Stormwater BMP Handbook Construction www.casqa.org PLAN VIEW CURB TOP ', I (1,320 lbi;,) ,, RISER (1,050 it's S Of 5 Traffic Frame & Grate are specified per Caltrans standard details D77A or D77B Chemiled Hoe's or four times the circumference TYP, AU, AROUND, (NOTE, DO NOT Fitt Retaining Wall Geometry Match whichever is greater Existing M.— r- rise 0116to vlawlkv Key K" B�XStCa Rang R. W-6 W149" Yom D"M WIMears widlii CITY OF BAKERSFIELD, CALIFORNIA UNDER FOUNDATION RISER DETAIL APPROVM 1, i7 tr Y/ �L41/VATE PLATE Na — 19 WREV. 9-16-14 INA ER RESOUPe'r-S DEPARTOAFNT 10 1,ir 10 00 In MS3 LL in - V; A r in z .n � : W -,0 *0 CN e to 8`.ik4-4',T 95 @ Wo. LU CL < Cl) < JLU Sloped F Wat UpW r 05 a ALJ 0 Q0 (4 4'.6' V-11, 11-0" Wiii Zmf 96 a ra, in the field I 95 @ W... oft FO W9LNi,N)nt of reF�k%'CMdN stet of dsnrnXC. Site Retaining Wall (D Nis I: F COVER AND GRATE OPTIONS I 36- 'neic 147W!Ift wina I TOP Top in.) SER 36, 67#/ft. RI 4�a3v Ls (2 1 RISER) Standard Standard Knockot X nockot I each side eadl side de I Max. 7-111. M4, 13" 5 are "ad.bl. .1th the following M- 6' V.&,j Die min. 6' Variable COVER r, GRATE OiAlon,: to 36' t. 36' 1 Traff, and N*Tlan,< glatt!S. 'M 2� ADA rid Sice pf Traffic grates- BASE A BASE BASE G a1v steelhimhim-Traffic - el splid T,a-ftc and -Trac �ov a - 3 (139* 1340 . zI 2674/ft.) 4-mitift.) The "BOX" Option: rti Basin are AaMR in a 12" x 12" 18" x 18" one piece "BOX with the tarnCast into the m;.SECTION SECTION of a vie pilect Structure. Catch Basins are aed.lik, "nth Cij1k4rn holesele, and Venable heights. Gal, aN4e mina cast into too Sections TOP as max TOP as Irwx TOP 49* 49' riai, 6 48' -s RISERI RISER RISER 46 a,ax L" (7509/ft-------- (I.M*Ift.) =7 1 n standard S'Wam Standard n - - K ckW Kro ,oCkoutKnockout i i#.,h side I each side li, d Max-Max.M32' Max. 42 In. 8MK 12" Min. W V -We ` Variable Variaaria Lk 8" to 48' to 48' "I I1 6 BASE BASE BASE 750/fC) _7 IL " 4' x 24" 36 x 36" 48" x 48 S' E SECTION SECTION SQUARE CATCH BASINS REV. M08 Fiber Rolls SE -5 -4 fir Note. Install fiber roll along .3 level contour. Fiber rolls _V Vertical Spacing measured along the 1 1 1 V face of the slope varies between install a fiber roll near 10, and 20' F slope where it transitions into a SieLper Slope "V TYPICAL FIBER ROLL INSTALLATION N.TS. Slope c EE 3/4' x 3/4' F wood stokes max 4' — V Spacing ENTRENCHMENT DETAIL N.T.S. Fiber roll a' M in November 2009 Californio Stormwater BMP Handbook Construction www.casqa.org PLAN VIEW CURB TOP ', I (1,320 lbi;,) ,, RISER (1,050 it's S Of 5 Traffic Frame & Grate are specified per Caltrans standard details D77A or D77B Chemiled Hoe's or four times the circumference TYP, AU, AROUND, (NOTE, DO NOT Fitt of the largest construction vehicle tire, Match whichever is greater Existing PLAN Grade I A t CORROSION -RE95TANT STAINLESS STEEL RISER COMPACTED CARTli Cast in November 2009 California Stormwater SMP Handbook 6 of 6 . Z M CD 4.d 0 < 5 nir-E SIE, VE iwnl Atil4EXE 5FAL,1D ENDS WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA UNDER FOUNDATION RISER DETAIL APPROVM 1, i7 tr Y/ �L41/VATE PLATE Na — 19 WREV. 9-16-14 INA ER RESOUPe'r-S DEPARTOAFNT 0. . 0 zl�_ 00 In MS3 LL in - V; A r in z .n � : W -,0 *0 CN e to Sloped Flw to M LU CL < Cl) < JLU Sloped F 46 roust oeLasted ALJ 0 Q0 (4 Ct All.st be casted :'r f8 31i �Z- in the field I tri Me Feld C) C Wi :j, :R 0 n LU LU Ln z n a BASE LU LL! CY) a- Z > < p—" = > CL > as Co 0 U o o J Z_ 4' _u U-1 < Z SECTION A -A SECTION B -B NOTES: U Lu 0 I, GO structure in tonsialaom with 2010 Revised Standard Plan RSP D73E z Q 2. Well thickness is 6' when the distance Between the mtlet flow Vne'lnd the top Of grate ss 8'or le , 3. Holm am Cast zn per plans raatilTetriaritS 4. Integral base includes a' fiat fkxt. No Vam prowled Slatted noon must betasl in the new, 5. steps .nstalled. 00 CURB INLET Cal Trans Standard 1 1 K L M 1500 GALLON GREASE INTERCEPTOR MODEL JP1500G TRAFFIC RATED ACCEPTED BY UPC* 24" CAST IRON FRAME & COVER SIDE MEW WITH GASKET (TWO STANDARD) (CUTAWAY) AS REMRED MEN 12" SUBVI`ITJECT_ 2432 WR r, 67 OR 12 TO TRAEEb--- 24" 4'PVC INLE T OUTLET H aft WAR LLJ PIPE AND FITTINGS < STANDARD 0 6'-0' LU 4' t= z <U) r- - - - --- - - - - - - F_ < cc 5-7" Q_ 0 > Z: TOP VIEW (COVERS & RISERS REMOVED) i -------------J L------ a LIQUID CAPACITY: 1,500 GALLONS. I P TANK DESIGNED FOR H-20 TRAFFIC WHEEL LQWAD WITH DRY SOIL CONDITIONS (WATER TABLE BELOW TANK) DREO EARTH COVER OVERT NOT TO EXCEED 6 FT. 0 SUITABLE NATIVE OR SUB -BASE SHALL BE PREPARED TO HANDLE ANTICIPATED LOADS - THE EXCAVATION SHALL BE BEDDED WITH SUITABLE GRANULAR MATERIAL AND SHALL BE COMPACTED TO 90% MAXIMUM DRY DENSITY, OR TO REQUIREMENTS OF THE PROJECT GEOTECHNICAL ENGINEER. 0 FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT IENSEN PRECAST. I I X1=4 usw excir. IN o0w4tcTIDN whit 65 o" -A moln IRE licsmu. Ws" &.0 MUR 0I 01-01) - 150OG_.P-*,d.,q 0 e a Precast a PAWrANT. Stabilized Construction Entrance/Exit TC -1 Crushed aggregate greater than 3" but smaller than 6". Filter fabric Onginal grade L12" Min, unless otherwise specified by a soils engineer SECTION Crushed aggregate greater than 3" but smaller than 6", Corrugated steel panels r- Cirtginal grade 12 . Min, unless otherwise specified by a soils Filter fabric T'JnN A -A NOTE: Construct sediment barrier Sediment ent trapping and channelize runoff to sediment trapping device device _A I < io, 0 3:i ) Corrugated steel panels 01 /0 I'll 11i 0, S 10' min or as required to accomodate traffic• whichever is greater. Ij or four times the circumference TYP, AU, AROUND, (NOTE, DO NOT Fitt of the largest construction vehicle tire, Match whichever is greater Existing PLAN Grade I A t CORROSION -RE95TANT STAINLESS STEEL RISER COMPACTED CARTli a Do _�:E November 2009 California Stormwater SMP Handbook 6 of 6 J Construction wWW.caSqa,orq K L 78' AW 71" M; P4 -'PIPE SLEEVE TWOUFW fLOOR N TYP, AU, AROUND, (NOTE, DO NOT Fitt THIS CAP WTH DIRT, AGGREGATES OR ANY VA TERIAL EYCEPT FOAM PRAY.) 6UILDING rLOOR LINE--- 4 X- 711r RN. GRAI')E W! N, 77�_ R FOUNDA fi,,9Af - - if 1`wl _7FA 9,MZE PIECE 17;, I A t CORROSION -RE95TANT STAINLESS STEEL RISER COMPACTED CARTli a Do _�:E , -. - .1 W j . Z M CD 4.d 0 < 5 nir-E SIE, VE iwnl Atil4EXE 5FAL,1D ENDS WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA UNDER FOUNDATION RISER DETAIL APPROVM 1, i7 tr Y/ �L41/VATE PLATE Na — 19 WREV. 9-16-14 INA ER RESOUPe'r-S DEPARTOAFNT 0. . 0 zl�_ 00 In MS3 LL in - V; A r in z .n � : W -,0 *0 CN to M LU CL < Cl) < JLU CO z ALJ 0 Q0 (4 Ct r. Ic :'r f8 31i �Z- C) C Wi :j, :R 0 n LU LU Ln z n a l.0 CD LU LL! CY) a- Z > < p—" = > CL > as Co 0 U o o J Z_ 6i _u U-1 < Z < Ul) U Lu 0 z Q Lr) Lr) y 2 i ffi j.. - & Mi 1 tv 3 if oil ai z of 'i 4W Aof 0, w a WE 2 x, rf Ire0 - Z; 0 5 � 115 L''I iz I.,,-,,- - �R W i 15 a, U, ffijpz:pji � & 7r 2 731 1E i giwlj, fA`aQ 78' AW 71" M; P4 -'PIPE SLEEVE TWOUFW fLOOR I WTH ��' ALM, ANNULAR SA E 'PA C 4- - F TYP, AU, AROUND, (NOTE, DO NOT Fitt THIS CAP WTH DIRT, AGGREGATES OR ANY VA TERIAL EYCEPT FOAM PRAY.) 6UILDING rLOOR LINE--- 4 X- 711r RN. GRAI')E W! N, 77�_ R FOUNDA fi,,9Af - - if 1`wl _7FA 9,MZE PIECE 17;, I A t CORROSION -RE95TANT STAINLESS STEEL RISER COMPACTED CARTli 0 0 r I—CONCHE7E NRUST SLOCK PER VCrA,L W-2 j � I "I W -- - - - - - - -- B - i= Z M CD 4.d 0 < 5 nir-E SIE, VE iwnl Atil4EXE 5FAL,1D ENDS WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA UNDER FOUNDATION RISER DETAIL APPROVM 1, i7 tr Y/ �L41/VATE PLATE Na — 19 WREV. 9-16-14 INA ER RESOUPe'r-S DEPARTOAFNT N CITY RECORDS NO: ENGINEER OF RECORD 0 00 r" LU Z) 'q 0 00 d) L5 0 0 ujQl0 Z M CD 4.d 0 < 5 V) 00 -4 > TH 00 In MS3 LL in - V; A r in : W -,0 *0 CN to M LU CL < Cl) < JLU CO z ALJ 0 Q0 (4 Ct r. Ic C) C 0 LU LU Ln z l.0 CD LU LL! CY) a- Z > < p—" = > CL > as Co 0 U ENGINEER OF RECORD 0 00 r" LU Z) 'q 0 d) L5 0 0 ujQl0 Z M CD 4.d 0 < 5 V) 00 -4 > TH 00 In MS3 LL in - V; A r in : W -,0 *0 CN to M LU CL < Cl) ENGINEER OF RECORD REVISIONS: REVIEWED BY: RDW PREPARED BY: MMM DATE: April 6, 2017 SCALE: NOT APPLICABLE cos JOB #: 15-056.2 DETAIL SHEET C800 LU Z) z LU > 0 0 ujQl0 Z M CD 4.d 0 < 5 V) C:) C? > TH LL in - 2 0 LU -0 LU CL < < JLU CO ALJ 0 Q0 (4 C) C 0 LU LU Ln z l.0 CD LU LL! CY) a- Lij > > < p—" = > CL U LU 0r) 0 z®° p o J Z_ 6i _u U-1 < Z < Ul) U Lu 0 z Q Lr) Lr) REVISIONS: REVIEWED BY: RDW PREPARED BY: MMM DATE: April 6, 2017 SCALE: NOT APPLICABLE cos JOB #: 15-056.2 DETAIL SHEET C800 F1 12 C 0 E F 7 C� 5 4 TRUNCATED DOMES 0" CURB FACE SEE DETAIL "A5" 0 �r m z c -i 1Lqa �1 J IZ z Lu LOPE SLOPE a S u, �f PER PLAN- SLOPE LAN I PER PLAN 6" CURB FACE 6" CURB FACE PER PLAN DETAIL "A6": CURB RAMP 17 SCALE: NTS BROOKS NO. 1 -RD -T CAST IRON LID IN HARDSCAPE BLUE AREAS OR BROOKS NO. 1 -RT CAST IRON LID IN M M M DRIVEWAYS, PARKING LOTS AND FIRELANES. rPAINT TOP AND ACCESSIBLE SIGN REFER TO: INSTALL FLUSH WITH ADJACENT CONCRETE 4" WIDE BY 6" THICK SURFACE. MARKED "SEWER" OR "SD" AS APPLICABLE REFLECTORIZED SIGN - PORCELAIN ON STEEL BOLTED SIDE OF CURB AT DETAIL "A2". SIGN SHALL BE WHITE 4" DIA. PVC MALE PIPE (A>11 TO GALVANIZED POST, PARKING SPACE BLUE LOCATED ON THE BUILDING N MIN 12" 24" PER CA MUTCD STD "R99(CA)" WALL WHEN POSSIBLE y APRON IN HARDSCAPE AREAS OR BROOKS J NO. 1 -RT BODY IN DRIVEWAYS, 11'PARKING PARKING LOTS AND FIRELANES. 4" DIAMETER PVC o \\° PIPE CLEANOUT 4" DIA PVC PIPE AS REQUIRED ROUNDED ONLY v i PER CA MUTCD STD "1399B(CA)" IF BOLLARDS ARE USED CORNERS .•� e FITTING WITH 4" BRANCH REMOVE PARKING STOPS MINIMUM z O z FINE $250 O ONLY FOR VAN ACCESSIBLE FLUSH TRANSITIONS 60" WHEN WALL MOUNTED `JAN ACCESSIBLE ,-4 PARKING SPACES, p 0 w PER CA MUTCD STD "R7 8b" 4" WIDE BLUE PAINT STRIPES OR 80" IF IN PATH OF TRAVEL O > F- - AT 36" O.C. WITH "NO PARKING" LANDSCAPING U AC PAVING OR CONCRETE o z IN 12" WHITE LETTERING � O v J SIDEWALK WHERE APPLIC. - 00 MAY OCCUR o w REFER TO SITE PLAN PAVEMENT SIGN REFER Q z a Lu Ln � L o TO: DETAIL "A4" Ln Cr CL Q a - \ <K' X, f \ \\ 10 €0/ fir` PARKING in \,% TS2X2X3/16" GALVANIZED POST - 9.00' 8.00' 9.00' m MIN y \ CONCRETE FOOTING 8'-0" WIDE MIN AT VAN ACCESSIBLE NOTE: WHERE SIGN IS FASTENED TO _ SPACES. REFER TO SITE PLAN STRUCTURE USE MECHANICAL SURFACE OF PARKING SPACE 12" 0 FASTENERS. INSTALL SEALANT IN AND ACCESS AISLE NOT TO EXCEED HOLES. MOUNT AT 36". 1:50 GRADIENT (2% SLOPE) IN ANY DIRECTION DETAIL "A1": ACCESSIBLE PARKING SPACE DETAIL "A2": PARKING SPACE SIGNAGE 21 22 21 22 SCALE: NTS SCALE: NTS 9 7 C� 5 4 TRUNCATED DOMES 0" CURB FACE SEE DETAIL "A5" 0 �r m z c -i 1Lqa �1 J IZ z Lu LOPE SLOPE a S u, �f PER PLAN- SLOPE LAN I PER PLAN 6" CURB FACE 6" CURB FACE PER PLAN DETAIL "A6": CURB RAMP 17 SCALE: NTS BROOKS NO. 1 -RD -T CAST IRON LID IN HARDSCAPE _1 N N AREAS OR BROOKS NO. 1 -RT CAST IRON LID IN M M M DRIVEWAYS, PARKING LOTS AND FIRELANES. q INSTALL FLUSH WITH ADJACENT CONCRETE 4" WIDE BY 6" THICK SURFACE. MARKED "SEWER" OR "SD" AS APPLICABLE 520-C-2500 CONCRETE c PAD (FLUSH) 4" DIA. PVC MALE PIPE (A>11 THREAD CLEANOUT PLUG FINISHED GRADE N MIN 12" 24" 00 BROOKS NO. 1 -RD CAST BODY y APRON IN HARDSCAPE AREAS OR BROOKS J NO. 1 -RT BODY IN DRIVEWAYS, z PARKING LOTS AND FIRELANES. 4" DIAMETER PVC o \\° PIPE CLEANOUT 4" DIA PVC PIPE AS REQUIRED FEMALE ADAPTOR PVC 8" (45°) STREET v i "ELBOW" BEND U MAINLINE PVC WYE .•� e FITTING WITH 4" BRANCH I! I SLOPE SLOPE AS SHOWN STORM DRAIN/ IN PLAN VIEW SEWER PIPE DETAIL "C": CLEANOUT IN HARDSCAPE 47 61 SCALE: NTS 48" 4LIP = aE, LIP R=4EE oN °IoR=4,. 1MIN 1% MIN R=3a". �--- j n, rn ' 2 o E LD PCC (520 -C-2500Y 1 CLASS 2 BASE DETAIL "G": 4' V -GUTTER 1 28 SCALE: 1" = 1' 1.5" ASPHALT ('" AGGREGATE) 1.5" ASPHALT (3" AGGREGATE) 4.0" CLASS 2 BASE 12.0" NATIVE SOIL COMPACTED TO 95/0 (PER SOILS REPORT) NATIVE SOIL \ DETAIL "B1": ASPHALT T.I.=5.0 R=53 11 SCALE: NTS POLYETHYLENE %4" BOLLARD SLEEVE IDEAL SHIELD (1-866-825-8659) (OR APPROVED EQUAL) COLOR PER ARCHITECT ROUND SMOOTH CONC. TOP 6" DIA. STD STL. PIPE FILLED WITH CONCRETE (2) COATS PRIMED, (1) FIN. PER SPEC. m FINISH GRADE OR CONC. SLAB E 4. \:" a° \ 18" DIA. CONC. FTG m \\' \f\%\ \ 'y DETAIL "D": BOLLARD 25 SCALE: NTS G I H I I I J I K 17" MIN 4'-5" / 3'-9" UNAUTHORIZED VEHICLES _-LLETTERING ON SIGN MUST BE A PARKED IN DESIGNATE MINIMUM OF 1" IN HEIGHT _ 2' 8.5" ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING WHITE PLACARDS OR SPECIALMN LICENSE PLATES ISSUED FOR PERSONS WITH z u,a g DISABILITIES WILL BE TOWED N AWAY AT THE OWNER'Sww .W N EXPENSE s- : ' O T t11 TOWED VEHICLES MAY BE &g RECLAIMED AT APPROPRIATE INFORMATION� (INSERT ADDRESs MUST BE INCLUDED ON SIGN BLUE- a OR BY TELEPHONEING BEFORE INSTALLATION. �� (INSERT TELEPHONE NUMBER (MINIMUM OF 1" IN HEIGHT) t NOTE: POST IN A CONSPICUOUS PLACE TO AN OFF-STREET PARKING LOT OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH DESIGNATED STALL. DETAIL "A3": ENTRANCE PARKING SIGN DETAIL "A4": ACCESSIBLE PAVEMENT SYMBOL 23 21 22 SCALE: NTS PER CA MUTCD FIGURE "36-22 (CA)" SCALE: NTS 2.0" ASPHALT(z" AGGREGATE) 2.0" ASPHALT (4" AGGREGATE) �tihr , 4.0" CLASS 2 BASE ON 18" TUEw�nE�n �nc� 6.0" P.C.C. 4.0" CLASS 2 BASE L I M I N 2.35" i o OTO 0 O m o 'o 0 12" X 12" TILE SIZE 0 0 0 0 A 0 0 PLAN NOTES: 1. DETECTABLE WARNING SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT. 2. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN N oINTEGRAL PART OF THE WALKING SURFACE. ��-►� 3. DETECTABLE WARNINGS SHALL EXTEND FULL WIDTH OF CURB RAMPS AND ANY ACCESSIBLE PATH THAT CROSSES VEHICULAR PATH NOT SEPARATED BY ANOTHER ELEMENT. 0.9" 4. WARNING SURFACES SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND ON CANE CONTACT. SECTION "A" 5. DETECTABLE WARNING, AT THE OPTION OF THE CONTRACTOR, SHALL BE CONSTRUCTED BY CAST IN PLACE OR STAMPED METHOD, OR CONSIST OF A PREFABRICATED SURFACE. DETAIL "A5": TRUNCATED DOMES 24 SCALE: NTS 12.0" NATIVE SOIL = 11 iv - €- COMPACTED TO 95% 12.0 NATIVE SOIL i =[i;_ o I_II�:-II' �_E`;' €II}}�(I�;:II ''I (PER SOILS REPORT) , I -I } I.-: , _. COM PACTED TO 95 / ' ` _} I ,} } }-} i I. I . i� ; - _ _ _ - (}=I=}I"t Iii=1i;[-II=1i€ +_}�i=' I�il} E (PER SOILS REPORT) m i1=_Ill=ilij`�',(t 1=ii=1}moi ,:I�1 i� F' it`ll Il,ji}II�IiI} }i}I �€}II€ .III I I i=I I I-�i' 1-} 1 } .-} 11=I L EI } I -1 1 --( \ �`f\�\\\\�%�\\\ NATIVE SOIL NATIVE SOIL \ \ //\ f J ,+,,�� / \ � \ DETAIL "B2": HEAVY DUTY ASPHALT T.I. = 6.5 R=53 DETAIL "133": DRIVE AISLE CONCRETE T.I. = 6.5 R = 53 11 12 SCALE: NTS SCALE: NTS SIDEWALK 1 11/2' SURFACER=4" �i -- - 1% M I N it PLANTER ASPHALT SURFACE oo PER PLAN PCC (520-C-2500) in s?�\[J�?J' '� CLASS 2 BASE PER PLAN 8 \\\\ ,f COMPACTED NATIVE SOIL PER PLAN DETAIL "E": 6" CURB 16 SCALE: 1" = 1' A I B ( C I D E F ( G PROVIDE 0.5" LIP FROM CONCRETE APRON 12" MIDSTATE CONCRETE SQUARE CATCH BASIN WITH TRAFFIC RATED GRATE I 90° FITTING ASPHALT " CONCRETE APRON PIPE TO- y:' ° / 3 CLASS 2 SUMP(\\N\ BASE PUMP 3/4" WASHED ROCK NATIVE UNCOMPAC (MIN 30% VOID RATIO) VE SOIL JDETAIL "F": STORM DRAIN BUBBLER SCALE: NTS I 1 J I K #3 ON 18" THICKENED EDGE O.C. EACH WAY 4.0" P.C.C. „6" ,`c ', 6.0" CLASS 2 BASE i I Ed €€€ 11t.� it -I I 011 151 1 III - ±-S E E i i ± -I } -3 - 12.0" NATIVE SOIL -III-} COMPACTED TO 95% I PER SOILS REPORT) _}}- €-ii ZI 1 F71I}_tl} IE_. -i I i =1- I I , \'\,\\,/�\ i NATIVE SOIL DETAIL "134": PEDESTRIAN CONCRETE 13 SCALE: NTS L PLAN VIEW Nosing Angie 2f'x2-xJ* ^1 � CUitB TOP {x.320 lbs.) RISER tx,as° ias.tft.i F. 2t. 3 31f Uftng P€rts tides cast in sipped Floor '. be ;Acted �- In the veld BASE.. r.J Traffic_ Frame & Grate are specified per Caltrans standard details D77A or D778 .3 I Sloped Floor must t+e cast°,° :n the fieri to SECTION A -A SECTION B -B NOTES: i. Go structure :A Co W ante f: 2076 Gsltriins standard for Flecav, 3 Knoekouts are not a1 owed Ftolc+5 Last en- O.--ge [niers. 4ti5e E±x odes G" flat floor. tfo slopes prossded. 51oped floor .v t be -. Wall thickness is W wn,n the destanca betwftr. the nutet flora ine cast e the few. and the tog of grate 5 w or less. E" wa i ,h,ckness is nor Guns dere,'. 5 Steps are not pmb ded. in this d-qn. GO CURB INLET . .. ' SANYP A4unYA. Qt 93O5s Cal Trans Standard REV. t4'04 T N I CITY RECORDS NO: Ii t _1 N N Lu M M M 0 o z q SCALE: N d " z W W c O` O 2.0% (A>11 2.0% nIN N MIN 12" 24" 00 U y APRON z J o�z z cz o CONCRETE--- ONCRETE w Q O APRON APRON v i to M PROVIDE 0.5" LIP FROM CONCRETE APRON 12" MIDSTATE CONCRETE SQUARE CATCH BASIN WITH TRAFFIC RATED GRATE I 90° FITTING ASPHALT " CONCRETE APRON PIPE TO- y:' ° / 3 CLASS 2 SUMP(\\N\ BASE PUMP 3/4" WASHED ROCK NATIVE UNCOMPAC (MIN 30% VOID RATIO) VE SOIL JDETAIL "F": STORM DRAIN BUBBLER SCALE: NTS I 1 J I K #3 ON 18" THICKENED EDGE O.C. EACH WAY 4.0" P.C.C. „6" ,`c ', 6.0" CLASS 2 BASE i I Ed €€€ 11t.� it -I I 011 151 1 III - ±-S E E i i ± -I } -3 - 12.0" NATIVE SOIL -III-} COMPACTED TO 95% I PER SOILS REPORT) _}}- €-ii ZI 1 F71I}_tl} IE_. -i I i =1- I I , \'\,\\,/�\ i NATIVE SOIL DETAIL "134": PEDESTRIAN CONCRETE 13 SCALE: NTS L PLAN VIEW Nosing Angie 2f'x2-xJ* ^1 � CUitB TOP {x.320 lbs.) RISER tx,as° ias.tft.i F. 2t. 3 31f Uftng P€rts tides cast in sipped Floor '. be ;Acted �- In the veld BASE.. r.J Traffic_ Frame & Grate are specified per Caltrans standard details D77A or D778 .3 I Sloped Floor must t+e cast°,° :n the fieri to SECTION A -A SECTION B -B NOTES: i. Go structure :A Co W ante f: 2076 Gsltriins standard for Flecav, 3 Knoekouts are not a1 owed Ftolc+5 Last en- O.--ge [niers. 4ti5e E±x odes G" flat floor. tfo slopes prossded. 51oped floor .v t be -. Wall thickness is W wn,n the destanca betwftr. the nutet flora ine cast e the few. and the tog of grate 5 w or less. E" wa i ,h,ckness is nor Guns dere,'. 5 Steps are not pmb ded. in this d-qn. GO CURB INLET . .. ' SANYP A4unYA. Qt 93O5s Cal Trans Standard REV. t4'04 T N I CITY RECORDS NO: Ii t ENGINEER OF RECORD C Lu M M M z00 q SCALE: NOT APPLICABLE z W W :2 O` O �- (A>11 U b Q''rZ N U mo 0 wow^ 00 U z W z V) Q z cz o Lu O Y w a w Q O Q CD v i to M U a .•� e � z O z �� O Lu Lu z ,-4 p 0 w °- > a p u O > F- � O z U � O v J zo° ENGINEER OF RECORD C Lu M M M m oMp ,tiLO April 6, 2017 SCALE: NOT APPLICABLE z W W :2 0 Q m mo �- (A>11 z rn o rn 0 Q''rZ N U mo 0 wow^ 00 > -j Q R M W z V) Q in t" 100 a M 93 =) = o Lu O Y w a w Q O Q CD v i to M N Q c+) a I - ENGINEER OF RECORD REVISIONS REVIEWED BY: RDW Lu M M M DATE: April 6, 2017 SCALE: NOT APPLICABLE z W (� 0 Q m mo uj z rn o rn 0 Q''rZ U mo 0 wow^ > -j W z V) =) = o Lu O Y w a w Q O Q CD v i U N Q 0 � a O z �� O Lu Lu � - W ^ 01 w °- > a p u O > F- °- z z U UJ a - O zo° o w o w JLu O Q z a Lu Ln � L o a z Ln Cr CL Q a - REVISIONS REVIEWED BY: RDW PREPARED BY: M M M DATE: April 6, 2017 SCALE: NOT APPLICABLE CDS JOB #: 15-056.2 DETAIL SHEET C801 SHEET 10 OF 10 SHEETS