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HomeMy WebLinkAbout6.9-708NOTE TO OWNER AND CONTRACTOR THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT 4CREEKS, INC. WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF 4CREEKS, INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF 4CREEKS HAD PERFORMED THE STAKING WORK. DESIGNATION -P 1157 PID -AA9723 STATE/COUNTY -CA/KERN COUNTRY -US USGS QUAD -GOSFORD (2018) NAVD 88 -344.1 FEET DESCRIPTION: FROM THE INTERSECTION OF HIGHWAYS 99 AND 119, DRIVE WEST ON HIGHWAY 119 FOR 3.9 MILES (6.3 KM) TO GOSFORD ROAD AND THE MARK ON THE LEFT, MARK IS LOCATED IN THE HEADWALL IN THE SOUTHWEST QUADRANT OF HIGHWAY 119 AND GOSFORD ROAD, 45 FEET (13.7 M) SOUTH OF THE CENTERLINE OF HIGHWAY 119, 58 FEET (17.7 M) WEST OF THE CENTERLINE OF GOSFORD ROAD, SET IN THE TOP OF A 12 INCH HEADWALL, 2 FEET (0.6 M) LOWER THAN ROAD, AND 1 FOOT (0.3 M) SOUTH OF THE NORTH END OF HEADWALL. EXISTING ELEVATION FROM RECORD PLANS SWALESW WV EXISTING CONCRETE SIDEWALKFTGTOP OF FOOTING ELEVATION S=0.0000 SLOPE, IN FOOT PER FOOT "R" VALUE00 SANITARY SEWER WATER STATION STREET LIGHT (LOCAL) WATER VALVE SANITARY SEWER MANHOLE W STA. SS SSMH FLOW LINE INVERT PAVEMENT RIGHT OF WAY PROPOSED ELEVATION STORM DRAIN MANHOLE GATE VALVE GRADE BREAK SDMH R/W 000.00 GB FL GV DRAINAGE INLET BACK OF SIDEWALK CROWN CURB & GUTTER BEGIN CURB RETURN FIRE HYDRANT ASSEMBLY END CURB RETURN EXISTING ELEVATION EDGE OF PAVEMENT ECR (000.00) DI EP BSW CR C&G BCR P INV. EXISTING ASPHALT PAVEMENT BLOCK WALL BEGINNING OF CURVEBC END OF CURVEEC POINT OF TANGENTPT SURVEY MONUMENT BARRICADE STREET SIGN POINT OF COMPOUND CURVEPCC POINT OF REVERSE CURVEPRCFH WATER METER HIGH WATER LINEHWL CONCRETECONC HEAD WALLHW POWER POLEPP WROUGHT IRON FENCE STREET LIGHT (ARTERIAL) PROPOSED TEMP. PAVEMENT PROPOSED CONCRETE GRADE CHANGEGC ORIGINAL GRADEOG FINISH GRADEFG CONCRETEC HINGE POINTHP TOP OF CURBTC TOE OF SLOPETOE PROPOSED LIGHT DUTY ASPHALT PAVEMENT CHAINLINK FENCE TOP OF GRATETG ANGLE POINTAP [000.00] STORM DRAINSD BOTTOMBTM FENCEFNC X X ELECTRICE GROUNDGR TRANSFORMERTRANSMAILBOXMB IRRIGATIONIRR CLEANOUTCO RAINWATER LEADERRWL COMMUNICATIONSCOMM NON-POTABLE WATERNPW GRIND & OVERLAY PROPOSED LIGHT DUTY CONCRETE PROPOSED HEAVY DUTY CONCRETE PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED DETECTABLE WARNING SURFACE LEGEND GOSFORD RDVICINITY MAP SCALE 1"=3500' BENCHMARK CG-1.1 GENERAL NOTES CG-2.1 TOPOGRAPHIC SURVEY AND DEMOLITION PLAN CG-2.2 TOPOGRAPHIC SURVEY AND DEMOLITION PLAN CG-3.1 SITE PLAN CG-3.2 SITE PLAN CG-3.3 SITE PLAN CG-3.4 SITE PLAN CG-4.1 GRADING PLAN CG-4.2 GRADING PLAN CG-4.3 GRADING PLAN CG-4.4 GRADING PLAN CG-5.1 EROSION CONTROL PLAN CG-5.2 EROSION CONTROL PLAN CG-6.1 SIGNING, STRIPING, AND MARKING PLAN CG-6.2 SIGNING, STRIPING, AND MARKING PLAN CG-7.1 DETAILS CG-7.2 DETAILS SHEET INDEX PROJECT SITE MCKEE RD CITY OF BAKERSFIELD AT&T CALIFORNIA PHONE: (661) 398-4063 EMAIL: PB1419@ATT.COM 5650 ALDRIN CT. BAKERSFIELD, CA 93313 PACIFIC GAS & ELECTRIC (PG&E) CONTACT: MATTHEW CONNERS PHONE: (661) 437-8701 ALT: (661) 743-5000 4101 WIBLE RD. BAKERSFIELD, CA 93313 KERN ENERGY CONTACT: MATT SHIELDS PHONE: (661) 845-0761 7724 E. PANAMA LANE BAKERSFIELD, CA 93307 UTILITY CONTACTS CALWATER - BAKERSFIELD CONTACT: JOSE GONZALEZ PHONE: (661) 837-7232 ALT: (661) 837-7200 3725 S H ST. BAKERSFIELD, CA 93304 CRIMSON PIPELINE LP AREA MANAGER: MIKE CLIFTON PHONE: (925) 337-9090 2459 REDONDO AVE. SIGNAL HILL, CA 90755 MCKEE RD CG-1.1 23038 Mar 13, 2024 DRAWN PROJECT FOR CHECKED APPROVED DATE JOB NO SCALE SHEET NO. PROJECT ADDRESS PROJECT NAME This drawing is a property of 4CREEKS, Inc. and shall not be reproduced, copied, lent or disposed of directly or indirectly nor used for any purpose other than that for which it is specifically furnished and must be returned to 4CREEKS, Inc. on completion of work, if requested. Copyright 4CREEKS, Inc. NO. DATE BYREVISION SHEET TITLE Written dimensions on these drawings shall have precedence over scaled dimensions; contractor shall verify, and be responsible for, all dimensions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown on these drawings. Shop details must be submitted to this office for review before proceeding with fabrication. SEAL PREPARED BY Know what'sbelow. before you dig.Call R JF, RD EV, NM 8801 GOSFORD RD BAKERSFIELD, CA 93313 CITY RECORDS # 6.9-708 GENERAL NOTES N/A MCCUTCHEN RD CITY OF BAKERSFIELD STANDARD NOTES: 1. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE REPORT BY KRAZAN & ASSOCIATES, INC. DATED MAY 2, 2023 FILE NO. 022-23031 2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORT, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. CIVIL ENGINEER, GEOTECHNICAL ENGINEER, AND BUILDING OFFICIAL WILL BE NOTIFIED FORTY-EIGHT (48) HOURS PRIOR TO PLACING ANY FILL MATERIAL. 4. CONTRACTOR 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; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, ARCHITECT, AND THE ENGINEER HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN THE CONNECTION WITH THE PERFORMANCE OF OWRK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, ARCHITECT, OR THE ENGINEER. 5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITIES PRIOR TO BEGINNING CONSTRUCTION AND VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES, INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS LINES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON TEH PLAN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. (USA 811) 6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO + OR - 0.10 FOOT. IF AN AREA SHOULD BE FOUND TO BE MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 7. THE GRADING CONTRACTOR SHALL WATER AS REQUIRE DURING THE GRADING OPERATIONS TO PREVENT THE OCCURRENCE OF A DUST NUISANCE AND SHALL PROTECT CURBS AND OTHER OBJECTS WHICH ARE TO REMAIN. 8. EXCAVATION - EXCAVATION SHALL CONSIST OF ALL EXCAVATION INVOLVED IN GRADING THE PROJECT AS SHOWN ON THE PLANS, EXCEPT FOR ANY EXCAVATION SEPARETLY DESIGNED AND PAID FOR AS A SEPARATE ITEM. 9. THE WORK EMBRACED HERIN SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DATED JULY 1999, INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE WITH THE NOTES HEREON. IN CASE OF CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY NOTES HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU OF SUCH CONFLICTING PORTIONS. SAID SPECIFICATIONS SHALL APPLY BUT NOT BE LIMITED TO THE FOLLOWING: A) ALL CONCRETE SHALL BE CLASS "B" AS IN ACCORDANCE WITH SECTION 90 AND SHALL HAVE AT LEAST 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. B) ASPHALTIC CONCRETE SHALL BE TYPE "B", MEDIUM GRADED, 1/2" MAXIMUM AGGREGATE, AND INTIMATELY MIXED WITH A 5-7% ASPHALT. 10. IN THE EVENT CONSTRUCTION STAKING BASED ON 4CREEKS' PLANS, DRAWINGS, OR OTHER DOCUMENTS IS PERFORMED BY ANOTHER FIRM, 4CREEKS SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS, OR OTHER DOCUMENTS. 11. 4CREEKS SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED, IN WRITING, BY 4CREEKS. 12. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE (2022) AND STANDARDS PERTAINING THERE OF AND TO THE RECOMMENDATIONS CONTAINED IN, AND MADE A PART HEREOF, THE PRELIMINARY SOILS REPORT (NOTE 1), AND ALL ADDENDUMS THERETO. IN CASE OF A CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE. 13. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL SOILS REPORT SHALL BE PREPARED BY THE SOIL ENGINEER. 14. THE SOIL ENGINEER SHALL REVIEW ALL EXCAVATIONS PRIOR TO BACKFILLING AND SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED DURING THE DRADING OPERATIONS THAT MIGHT AFFECT THE FOUNDATION STABILITY SO RECOMMENDATIONS CAN BE MADE BY THE SOIL ENGINEER. 15. CUT AND FILL SLOPES NOT TO BE STEEPER THAN 2:1. 16. ALL SLOPES GREATER THAN THREE (3) FEET IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. IMPORTED FILL MATERIAL SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORT (NOTE 1) AND SHOULD CONSIST OF ESSENTIALLY GRANULAR, SILTY SANDS WITH LOW EXPANSION POTENTIAL AND FREE OF GRASSES, WEEDS, ROCKS LARGER THAN FOUR INCHES IN DIAMETER, DEBRIS, AND SOLUBLE SULFATES IN EXCESS OF 1000 PARTS PER MILLION. 17. CLEARING AND GRUBBING - REMOVE ALL DEBRIS, SUCH AS METAL, TRASH, BROKEN CONCRETE, VEGETATION, OTHER BIODEGRADABLE SUBSTANCES, AND UNSUITABLE SOIL FROM AREAS TO BE GRADED. UNSUITABLE SOIL IS SOIL THAT, IN THE OPINION OF THE BUILDING OFFICIAL, SOIL ENGINEER, OR CIVIL ENGINEER, IS NOT COMPETENT TO SUPPORT OTHER SOIL OR STRUCTURES, OR TO SATISFACTORILY PERFORM ANY OTHER FUCTIONS FOR WHICH THE SOIL IS INTENDED. 18. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90%) PERCENT MAXIMUM DENSITY AS DETERMINED BY APPROVAL METHOD PER APPENDIX J OF THE CURRENT CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS AND REPORT FROM SOILS ENGINEER. 19. ENGINEERED FILL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED THICKNESS BROUGHT TO NEAR THE OPTIMUM MOISTURE CONTENT OR TO A MOISTURE CONTENT COMMENSURATE WITH EFFECTIVE COMPACTION AND SOIL STABILITY, AND COMPACTED TO 90% OF THE MAXIMUM DENSITY PER ASTM D1557-78, UNLESS SPECIFIED OTHERWISE. COMPACTION SHALL BE CERTIFIED BY TESTS AND REPORT FROM THE SOILS ENGINEER. 20. QUANTITIES FOR EARTHWORK CUT - CU.YD. 48,827 FILL - CU.YD. 16,846 QUANTITIES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. IN CASE OF EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT THE ENGINEER SO THAT ADJUSTMENTS MAY BE MADE. THE CONTRACTOR SHALL NOT USE THESE QUANTITIES TO BASE HIS BID ON. 21. BUILDING PAD PREPARATION - REFER TO SOIL REPORT (PER NOTE 1). 22. PAVEMENT PREPARATION - REFER TO SOIL REPORT (PER NOTE 1). 23. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR EXCAVATION FIVE (5) FEET OR DEEPER. 24. SUFFICIENT ACCESS TO THE EXISTING AND ABANDONED WELLS SHALL BE MAINTAINED IN ORDER FOR THE DIVISION OF GAS, OILS, AND GEOTHERMAL RESOURCES (DIVISION) TO INVESTIGATE THE CONDITION OF THE WELL HEADS AND CHECK FOR LEAKAGE. IF ANY REABANDONMENTS ARE REQUIRED, THE DIVISION SHALL FURNISH THE NECESSARY SPECIFICATIONS TO THE PROPERTY OWNER. 25. AT THE INITIAL CONSTRUCTION MEETING PRIOR TO GRADING ACTIVITIES, ALL CONSTRUCTION WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF VALLEY FEVER. 26. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 27. UNDERGROUND SERVICE ALTER SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (811) 28. THE CONTRACTOR SHALL COMPLY WITH THE GUIDE FOR ASSESSING AND MITIGATING AIR QUALITY IMPACTS (GAMAQI), JANUARY 10, 2002 REVISION, GUIDANCE DOCUMENT WHICH LISTS THE FOLLOWING MEASURES AS APPROVED AND RECOMMENDED FOR CONSTRUCTION ACTIVITIES WITHIN THE SAN JOAQUIN VALLEY AS FOLLOWS: A. MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY MANUFACTURER MANUALS. B. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME. C. USE ELECTRIC EQUIPMENT FOR CONSTRUCTION WHENEVER POSSIBLE IN LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT. D. CURTAIL USE OF HIGH-EMITTING CONSTRUCTION EQUIPMENT DURING PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS SUCH AS "SPARE-THE-AIR" DAYS AS DECLARED BY THE SJVAPCD. E. ENCOURAGE CONSTRUCTION EMPLOYEES TO CARPOOL OR USE SHUTTLE TO RETAIL ESTABLISHMENTS AT LUNCH. 29. PRIOR TO SITE GRADING, SUBDIVIDER SHALL HAVE A PRECONSTRUCTION SURVEY CONDUCTED TO SEARCH FOR NATIVE KIT FOX DENS. SURVEY SHALL BE SUBMITTED TO THE PLANNING DIRECTOR FOR REVIEW PRIOR TO GRADING. THE APPLICANT MAY BE SUBJECT TO SPECIAL NOTIFICATION REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND CONTAINING DENS. 30. PRIOR TO THE APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SUBJECT TO THE MIGRATORY BIRD TREATY ACT. INCLUDING THE SWANSON HAWK DURING THE RAPTOR NESTING SEASON (FEBRUARY THROUGH SEPTEMBER). IF CONSTRUCTION IS TO OCCUR DURING RAPTOR NESTING/BREEDING SEASON (FEBRUARY THROUGH SEPTEMBER) NO CONSTRUCTION ACTIVITIES SHALL TAKE PLACE WITHIN 500 FEET OF AN ACTIVE NEST. TREES TO BE REMOVED THAT CONTAIN NESTS SHALL BE REMOVED ONLY DURING NON-BREEDING SEASON (OCTOBER THROUGH JANUARY). 31. THE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PROTECTED SPECIES WHICH ARE NOT ADDRESSED IN THE MBHCP, INCLUDING THOSE PROTECTED UNDER THE FEDERAL MIGRATORY BIRD TREAT ACT, SHOULD BE AVOIDED AND EVALUATED BY A QUALIFIED BIOLOGIST PRIOR TO CONSTUCTION. THE FISH & WILDLIFE SERVICE (USFWS) AND CALIFORNIA DEPARTMENT OF FISH & GAME (CDFG) SHOULD BE NOTIFIED OF PREVIOUSLY UNREPORTED PROTECTED SPECIES. ANY UNANTICIPATED TAKE OF PROTECTED WILDLIFE SHALL BE REPORTED IMMEDIATELY TO THE CDFG AND USFWS. A SURVEY FOR BURROWING OWL SHALL TAKE PLACE PRIOR TO DISTURBANCE. 32. IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED DURING EXCAVATION AND GRADING ACTIVITIES ON-SITE, THE CONTRACTOR SHALL STOP ALL WORK AND THE DEVELOPER SHALL RETAIN A QUALIFIED ARCHEOLOGIST TO EVALUATE THE SIGNIFICANCE OF THE FINDING AND APPROPRIATE COURSE OF ACTION. SALVAGE OPERATION REQUIREMENTS IN APPENDIX K OF THE CALIFORNIA ENVIRONMENTAL QUALITY ACT GUIDELINES SHALL BE FOLLOWED AND THE TREATMENT OF DISCOVERED NATIVE AMERICAN REMAINS SHALL COMPLY WITH STATE CODES REGULATIONS OF THE AMERICAN HERITAGE COMMISSION. 33. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY TIME ON ANY PORTION OF THE PROJECT, WORK SHALL HALT AND THE CORONER BE NOTIFIED IMMEDIATELY (SECTION 7050.5 OF THE HEALTH AND SAFETY CODE). IN THE ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A QUALIFIED ARCHAEOLOGIST AND THE LOCAL NATIVE AMERICAN COMMUNITY SHALL ALSO BE NOTIFIED. 34. THE CONTRACTOR SHALL COMPLY WITH SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) REGULATION VII, DUST CONTROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING GRADING AND CONSTRUCTION PHASES. THE MITIGATION MEASURES TO BE TAKEN ARE AS FOLLOWS: A. WATER EXPOSED SURFACES (SOIL) THREE-TIMES/DAY. B. WATER ALL HAUL ROADS AT A MINIMUM OF THREE TIMES PER DAY. C. REDUCE SPEED ON UNPAVED ROADS TO LESS THAN 15 MILES PER HOUR. D. STABALIZE ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES USING WATER OR BY COVERING WITH A TRAP, OTHER SUITABLE COVER OR VEGETATIVE GROUND COVER. E. CONTROL FUGITIVE DUST EMISSIONS DURING LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION, LEVELING, GRADING, OR CUT & FILL OPERATIONS WITH APPLICATION OF WATER OR BY PRESOAKING. F. WHEN TRANSPORTING MATERIALS OFFSITE, MAINTAIN A FREEBOARD LIMIT OF AT LEAST SIX INCHES AND COVER OR EFFECTIVELY WET TO LIMIT VISIBLE DUST EMISSIONS. G. LIMIT AND REMOVE THE ACCUMULATION OF MUD AND/OR DIRT FROM ADJACENT PUBLIC ROADWAYS AT THE END OF EACH WORKDAY. (USE OF DRY ROTARY BRUSHES IS PROHIBITED EXCEPT WHEN PRECEDED OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT VISIBLE DUST EMISSIONS AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN). H. STABALIZE THE SURFACE OF STORAGE PILES FOLLOWING THE ADDITION OR REMOVAL OF MATERIALS USING WATER. I. REMOVE TRACKOUT WHEN IT EXTENDS 50 OR MORE FEET FROM THE SITE AT THE END OF EACH WORKDAY. J. CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS. (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). K. ASPHALT-CONCRETE PAVING SHALL COMPLY WITH THE SJVAPCD RULE 4641 AND RESTRICT USE OF CUTBACK, SLOW-CURE AND EMULSIFIED ASPHALT PAVING MATERIALS. 35. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX J OF THE CALIFORNIA BUILDING CODE. 36. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER5F15C401841 HAS BEEN ISSUED BY THE STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT. 37. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A IMPROVEMENT AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 38. ALL ONSITE UNPAVED ROADS AND OFFSITE UNPAVED ACCESS ROADS SHALL BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WATER OR CHEMICAL STABILIZER/SUPPRESANT. 39. WASH OFF CONSTUCTION AND HAUL TRUCKS TO MINIMIZE THE REMOVAL OF MUD AND DIRT FROM THE PROJECT SITE. 40. DUST CONTROL CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRE TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 41. STORM WATER POLLUTION PREVENTION CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 42. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 43. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS BE DETERMINED BY THE CITY ENGINEER. 44. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. 45. FEDERAL AND STATE LAWS PROTECT CERTAIN SPECIES OF P LANTS, FISH, AND WILDLIFE THAT ARE LISTED OR PROPOSED FOR LISTING AS ENDANGERED OR THREATENED, AS WELL AS THEIR DESIGNATED CRITICAL HABITAT. THE PRESENCE OF AN ENDANGERED OR THREATENED SPECIES ON PRIVATE LAND THAT OVERLAPS WITH DEVELOPMENT MAY IMPOSE CERTAIN DUTIES, SUCH AS AVOIDING UNAUTHORIZED TAKE AND, IN SOME CASES REQUIREING CONSULTATION WITH THE UNITED STATES FISH & WILDLIFE SERVICE AND/OR CALIFORNIA DEPARTMENT OF FISH & WILDLIFE AGENCY. PROPERTY OWNERS AND DEVELOPERS SHALL TAKE THE NECESSARY STEPS TO ENSURE COMPLIANCE WITH FEDERAL AND STATE LAWS. IF UNAUTHORIZED TAKE OCCURS A VIOLATION OF THE PROHIBITION OF UNAUTHORIZED TAKE CAN LEAD TO CIVIL AND CRIMINAL PENALTIES BY FEDERAL AND STATE AGENCIES." 46. THE ON-SITE STORM DRAIN SYSTEM, INCLUDING THE RETENTION BASINS, WILL BE PRIVATELY MAINTAINED, AND THE CITY OF BAKERSFIELD WILL NOT ASSUME ANY RESPONSIBILITY. THE STORM DRAIN SYSTEM WILL BE PRIVATELY MAINTAINED UP TO THE POINT OF CONNECTION WITHIN THE CITY'S RIGHT-OF-WAY. 47. DISTURBED AREA : ±26.6 AC CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA GRADING PERMIT No. 23-40000052 SPR No. 23-0222 FOR CDI COMMERCIAL McKEE ROAD & GOSFORD ROAD 8801 GOSFORD ROAD CALL 811 (1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL NON-UTILITIES BEFORE YOU DIG, GRADE, OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE EXISTING TRANSMISSION LINES. NO LESS THAT 72" OF COVER IS TO BE OVER ANY EXISTING TRANSMISSION LINES AT ANY TIME. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER TRANSMISSION LINES, OR WITHIN 2' FROM THE EDGE OF PIPES. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER PIPELINES. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10FT. OF AN EXISTING TRANSMISSION LINE. PG&E GAS NOTES: THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS : PARCEL 1: APN: 543-010-02 PARCEL B OF PARCEL MAP 9739, IN THE UNINCORPORATED AREA, OF THE COUNTY OF KERN, STATE OF CALIFORNIA, RECORDED JUNE 23, 1994 IN BOOK 46, PAGES 144 AND 145 OF PARCEL MAPS, PF THE OFFICIAL RECORDS OF THE COUNTY OF KERN. EXCEPTING THEREFROM 1/2 OF ALL OIL, GAS, HYDROCARBONS AND ASSOCIATED SUBSTANCES IN, UNDER OR PRODUCED AND SAVED FROM SAID REAL PROPERTY, WITH THE RIGHT ENTRY TO THE SURFACE FOR THE PURPOSE OF EXPLORING FOR, DEVELOPING AND REMOVING SUCH OIL, HYDROCARBONS AND ASSOCIATED SUBSTANCES AS RESERVED IN DEED RECORDED NOVEMBER 26, 1986 IN BOOK 5942, PAGE 1962 OF THE OFFICIAL RECORDS OF THE COUNTY OF KERN. EXCEPTING THEREFROM THE REMAINING 1/2 OF ALL OIL, GAS, HYDROCARBONS AND ASSOCIATED SUBSTANCES IN, UNDER, OR PRODUCED AND SAVED FROM SAID REAL PROPERTY, WITH THE RIGHT OF ENTRY TO THE SURFACE OF THE PURPOSE OF EXPLORING FOR, DEVELOPING AND REMOVING SUCH OIL, GAS. HYDROCARBONS AND ASSOCIATED SUBSTANCES AS RESERVED IN THE DEED RECORDED CONCURRENTLY WITH AND IMMEDIATELY PRECEDING THIS DEED BETWEEN BANDUCCI - WALKER ENTERPRISES, AS THE GRANTOR, AND PALM FARMS INC., AS THE GRANTEE, FOR THE CONVEYANCE OF PARCEL B OF SAID PARCEL MAP 9739. LEGAL DESCRIPTION ENGINEER 4CREEKS INC. 324 S SANTA FE SUITE A VISALIA, CA 93291 OWNER CALIFORNIA DAIRIES INC. 2000 N. PLAZA DRIVE VISALIA, CA 93291 STORM DRAIN SYSTEM NOTE THE ONSITE STORM DRAIN SYSTEM, INCLUDING THE RETENTION BASINS, WILL BE PRIVATELY MAINTAINED AND THE CITY OF BAKERSFIELD WILL NOT ASSUME RESPONSIBILITY OVER THE MAINTENANCE. THE STORM DRAIN SYSTEM WILL BE PRIVATELY MAINTAINED UP TO THE POINT OF CONNECTION WITHIN THE CITY'S RIGHT-OF-WAY. ANY STORM DRAIN PIPE WITHIN THE CITY'S RIGHT-OF-WAY MUST BE 18" RCP MINIMUM. 3/1/24 23-40000052 03/13/24 DEMOLITION GENERAL NOTES 1. ALL SAWCUTES TO BE A NEAT, CLEAN ON GRADE EDGE. 2. PROPERTY LINE AND LOT LINE INFORMATION SHOWN ON THESE PLANS PER BOUNDARYSURVEY RECEIVED FROM MCINTOSH & ASSOCIATES. 3. CONTRACTOR TO REMOVE ALL EXISTING IMPROVEMENTS WITHIN THE LIMITS OF REMOVALUNLESS OTHERWISE NOTED. 4. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES, SHOWN ON THIS PLAN OROTHERWISE. CONTRACTOR TO CALL 811 FOR UNDERGROUND SERVICE MARKING WITHSUFFICIENT ADVANCE NOTICE IN ACCORDANCE WITH LOCAL REQUIREMENTS. 5. CONTRACTOR TO REMOVE AND DISPOSE OF ALL VEGETATION, CONCRETE, IRRIGATIONSYSTEMS, ASPHALT, AGGREGATE BASE, SOIL, FENCES, STRUCTURES, ETC. WITHIN APPROX.LIMITS OF CLEARING, GRUBBING AND DEMOLITION; UNLESS OTHERWISE NOTED ON THESE PLANS. 6. ALL UTILITIES ALONG GOSFORD RD ARE TO BE PROTECTED UNLESS OTHERWISE NOTED. 7. PROTECT IN PLACE ALL EXISTING STREET LIGHTS UNLESS CLEARLY NOTED OTHERWISE ONTHIS PLAN. 8. CONTRACTOR TO ABANDON ANY WELLS OR SEPTIC SYSTEMS ON SITE PER COUNTY OFKERN STANDARDS. 9. ALL EXISTING STREET SIGNS THAT CANNOT BE RE-USED SHALL BE RETURNED TO THE CITYOF BAKERSFIELD CORP. YARD. 10. AGGREGATE BASE REMOVED AS PART OF FULL-DEPTH PAVEMENT SECTION REMOVAL MAY BE RE-USED IF APPROVED BY SOILS ENGINEER. 11. ANY EXIST. MANHOLES AND/OR WATER VALVES ENCOUNTERED WHETHER OR NOT SHOWNON THESE PLANS SHALL BE PROTECTED IN PLACE AND ADJUSTED TO FINISH GRADEUNLESS NOTED OTHERWISE. 12. A CITY OF BAKERSFIELD ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE CITYRIGHT OF WAY, CONTRACTOR SHALL PULL ENCROACHMENT PERMIT PRIOR TO THECOMMENCEMENT OF WORK IN THE RIGHT OF WAY. 13. ANY EXIST. UTILITY BOXES, WHETHER THEY ARE SHOWN OR NOT, SHALL BE PROTECTED INPLACE AND ADJUSTED TO FINISH GRADE. 14. ALL TREES, WHETHER THEY ARE SHOWN OR NOT, SHALL BE REMOVED. DEMOLITION LEGEND DEMOLITION, PROTECTION & RELOCATION NOTES APPROXIMATE LIMITS OF CLEARING, GRUBBING & DEMOLITION NO WORK AREA - PROTECT IN PLACE EXIST. PAVEMENT REMOVE EXIST. CONCRETE REMOVE EXIST. FULL SECTION PAVEMENT REMOVE EXIST. FENCE REMOVE EXIST. MEDIAN CURB REMOVE EXIST. AC DIKE SAWCUT 1 SAWCUT EXIST. PAVEMENT; SEE GENERAL NOTE 1 2 REMOVE EXIST. MEDIAN CURB 3 REMOVE EXIST. AC DIKE 4 REMOVE EXIST. AC PAVEMENT 5 REMOVE EXIST. CONCRETE 6 REMOVE EXIST. WATER SPIGOT 7 REMOVE EXIST. VENT PIPE 8 REMOVE EXIST. BUILDING; CONTRACTOR IS RESPONSIBLE TO OBTAIN BUILDING DEMOPERMITS, ASBESTOS CHECK IF NEEDED, ETC. 9 REMOVE EXIST. ELECTRIC BOX 10 REMOVE EXIST. POST AND OVERHEAD LINE 11 NOT USED 12 REMOVE EXIST. SITE LIGHT 13 PROTECT IN PLACE EXIST. FENCE 14 PROTECT IN PLACE EXIST. PG&E TRANSMISSION LINE NOPARKING NOPARKING NOPARKING NOPARKING 349.19 C349.24C349.30C349.28C349.83C349.83 C349.80 C349.82C347.53 C347.62C347.60C347.54C 348.48 C348.49C348.49C348.39C348.67 C348.76C348.75C348.64CCBOXCBOXCBOXCBOX348.26FNC349.08FNC348.11FNC348.05FNC348.08FNC347.89 FNC348.39FNC348.34FNC 348.29 FNC348.21FNC348.26FNC348.34FNC348.55FNC 348.90FNC348.78FNC348.82FNC348.70FNC349.08FNC348.51 FNC348.41 FNC348.64 FNC348.49 FNC348.97FNC 348.92FNC348.31FNC348.39FNC348.43FNC349.17FNC348.91FNC349.68 FNC348.99 FNC349.04FNC349.06FNC348.84 FNC348.73FNC349.77FNC 348.75 FNC348.79FNC348.84FNC348.72FNC 350.22FNCEE E E 348.04EP348.09EP 348.19EP348.25EP 348.43 EP 348.49EP348. 68EP348.81 EP 348.88 EP348.96EP348.91 EP348.93 EP349.16EP349.13 EP 349.20EP349.20 EP 349.23EP 349.36EP349.49 EP349.60EP349.70EP 349.76EP 349.89EP347.85RD347.97 RD348.30RD348.03RD348.34RD 347.87 RD347.99 RD348.30RD 348.43RD348.23 RD348.18 RD348.37 RD348.46 RD348.25 RD348.46 RD347.98RD348.43RD347.90 RD348.12 RD348.11RD348.70RD348.55RD348.68RD348.41RD348.20 RD348.41RD 348.81 RD348.77RD348.52RD 347.91RD 347.88RD347.88 RD348.01 RD 348.17 RD 348.00RD 348.16 RD348.14RD 348.34RD348.38RD 348.35RD348.59 RD348.51RD348.67 RD348.68 RD 348.88 RD348.93RD349.17RD348.96RD348.87RD 349.19 RD349.24RD349.00RD348.96RD349.13RD349.11RD348.87RD 349.04 RD348.86RD348.96 RD349.11 RD349.15 RD 348.95 RD 348.90RD348.88 RD 348.84RD 348.51RD348.46 RD 348.46RD 348.53 RD 348.50RD348.50 RD 348.47RD348.52 RD 348.46RD 348.56RD 348.49 RD 348.29RD348.35RD348.46RD348.37RD 348.48 RD348.49RD 348.44 RD348.46 RD348.47RD348.47RD348.40RD348.44RD348.47RD348.44RD 348.51RD348.46RD348.40RD348.40RD348.46 RD348.46 RD348.39 RD347.05FL347.11FL347.21FL347.31FL347.41 FL347.55FL347.66FL347.81FL347.90FL347.96FL348.13FL348.23FL 348.31FL348.47FL348.60FL 348.69FL348.79FL348.86FLGUY347.25LIP347.24LIP347.39LIP347.47LIP347.56LIP347.73LIP347.83LIP347.95LIP348.09LIP 348.13LIP348.33LIP348.38LIP348.50 LIP348.63LIP348.76LIP348.87LIP348.92LIP349.02LIPLTE LTE347.52347.38 OG347.31OG 347.52 OG 347.23 OG347.46 OG347.42 OG 347.22 OG 346.87 OG346.74 OG 346.62 OG346.50 OG346.37 OG346.71 OG346.66OG346.78 OG 346.64 OG 346.58 OG 346.63OG 346.61 OG346.64 OG347.09OG347.34 OG 347.47 OG 347.55 OG 347.54 OG 347.69 OG347.33 OG347.53OG 347.78OG347.98OG347.53 OG 347.48OG347.72 OG 347.69 OG347.82 OG 347.73 OG 347.64 OG347.45 OG347.10 OG346.86 OG346.66OG346.48OG346.64 OG 346.92OG347.07 OG346.85 OG 346.65 OG346.72OG 347.00OG 347.26OG 347.54OG347.89 OG 347.77 OG 347.90OG 347.78 OG 347.85 OG 347.64 OG 347.58 OG 348.14OG348.40OG347.64 OG347.67 OG 347.82 OG 347.94OG347.92OG 347.93 OG347.90 OG 347.55 OG 347.42 OG346.99 OG346.92 OG346.77 OG346.96 OG 347.15OG 348.36OG347.23 OG347.44 OG347.11OG347.75OG347.67 OG347.80 OG 348.06OG 347.08OG 347.31OG348.09OG 348.20OG348.05OG348.00OG348.14 OG348.25OG348.04OG348.28OG 348.51OG348.11OG 347.59 OG 347.85 OG348.45 OG348.36OG 348.12 OG 348.13 OG 348.49OG348.72OG348.45 OG 348.09OG348.04 OG348.44OG348.72OG 348.61 OG348.45OG 348.10 OG 347.91OG 348.62OG 348.50OG348.37OG348.14 OG349.35 OG 348.90OG 348.69OG348.76OG348.79OG348.67 OG348.65OG348.54OG348.95OG348.82OG348.40OG348.44OG348.77OG348.36OG348.35OG348.14OG348.36OG348.35 OG348.05OG348.24OG348.27OG 347.84OG348.38OG347.84 OG347.75OG347.89 OG348.27OG347.87OG347.78 OG 347.60 OG347.78 OG 348.06 OG347.83OG348.84OG349.09OG348.71OG348.12OG348.13OG348.54OG348.64OG348.12OG348.64OG349.04OG348.96OG 349.14 OG348.97 OG349.27OG 349.18OG348.38OG347.94OG347.93OG348.10OG 348.38OG348.86 OG348.77 OG 348.78 OG348.60 OG 348.63 OG348.70OG 348.76OG 348.86OG 348.48 OG347.26 OG348.OGOG347.51OG348.73 OG 348.65OG 347.52OGOG347.68OG348.68 OG348.89OG 347.72OGOG349.01OG347.81OG349.24OG349.19OG 347.93OGOG349.OG348.03 OG349.44OG 349.41 OG348.24OG OG349.48 OG 348.30OG 348.41OGOG348.55OG350.07OG 349.68 OG348.68OG348.66OGOG348.61OG 349.98 OG348.72OGOG348.72OG350.05OG348.91OGOG349.05OG349.75OG348 .56OG348.83 OG350.15OG349.06OG349.16OG35OG348OG 349.12 OG348OG BOLBOLPP PP PPPPPPPPPPPP347.32SDMHRIM 348.87 TC 347.51TC347.57TC 348.93 TC348.98 TC 347.65TC347.80TC349.08 TC349.24 TC347.90TC348.04TC349.32 TC349.50TC 348.17TC348.30TC349.63TC349.69TC348.43 TC349.71TC 349.67 TC349.34 TC348. 48TC348.60TC348.72TC349.90 TC350.04 TC348.74TC 350.19TC350.29 TC 348.89TC350.41 TC349.04TC349.17TC350.50TC 350.56TC349.23 TC349.36TC350.TCTREETREEVP 349.13WALL349.11WALLWALL349.57 WALLWALL(E) E(E) E (E) E(E) E (E) E (E) E(E) E (E) E (E) E (E) E (E) E (E) E (E) E (E) E (E) E(E) E (E) E (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH(E) E-OH (E) E-OH (E) E-OH(E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG(E) AT&T-UG(E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T1 2 4 5 3 1 3 2 4 12 9 7 7 12 10 13 14 14 14 6 GOSFORD ROAD8 N00° 22' 34"E 1399.32'S00° 20' 56"W 2645.47'S89° 15' 56"E 2639.83' S89° 15' 56"E 1319.81'PROPERTY LINE SECTION LINESECTION LINE PROPERTY LINE 349.72C 349.70C34 9 .7 4C349.75 CCBOX49 . 8 9 35 0 . 01EP 350 . 0 8EP 350.24EP3 4 8 .8 6 34 9 . 00 FL 349.09F L 349.21FL 34 9 .0 2 34 9 . 17LIP 349 . 2 7LIP 3 4 9 . 39 LIPLTE34 9 . 16350.11O G 3 4 8 . 68 34 8 .84 O G 348.93 O G 348.98O G 350.48OG349.27O G 349.51OG35 0 . 3 6 OG349.69 O G 349.20 OG349.88 OG349.02 OG35 0 .7 6 O G 349.46OGOGOGPP34 9 . 3 6TC350.67 350.82 TC34 9 . 4 8 T C 34 9 .58TC3 5 0 . 89 T C 351 . 0 7TC 34 9 .7 3TC349.51WALL34 9 .4 9 WALL3 4 9 . 44 WA L L 34 9 . 5 6 WALL (E) E (E) E (E) E (E) E AT&T-UG(E) AT&T-UG (E) AT&T-UG (E) AT&T-UG1 2 4 GOSFORD ROAD 349.59C350.35C350.16C349.61EP349.60 EP349.54 350.58 EP3 5 0. 70 EP350.74 EP350.73EP35 0 . 8 6EP 3 4 9 . 7 4FL3 4 9 . 6 5FL 3 49 . 66FL 3 4 9 .80FL 34 9 . 87FL34 9 .91LIP349.84 LI P 349.86LI P 349.96LIP350.03LI P 349.99OG3 5 1 . 4 0 OG 349.61O G 34 9 . 4 8 O G 350 . 01 O G 351.47O G 350.00O G 3 5 0. O G 35 1 . 6 4OG349.42O G349.55OGPPSHRUB35 0 . 8 3 TC 35 0 . 2 2TC3 4 9 . 95 TC3 5 0 . 0 9 T C 351.45 TC351.38TC351.58 TC350.26TC350.34TC351.69TC349.57 349.46 WALL34 9 . 4 9WALL 350.32WALL(E) E(E) E (E) E (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG1 24 23038 Mar 13, 2024 DRAWN PROJECT FOR CHECKED APPROVED DATE JOB NO SCALE SHEET NO. PROJECT ADDRESS PROJECT NAME This drawing is a property of 4CREEKS, Inc. and shall not be reproduced, copied, lent or disposed of directly or indirectly nor used for any purpose other than that for which it is specifically furnished and must be returned to 4CREEKS, Inc. on completion of work, if requested. Copyright 4CREEKS, Inc. NO. DATE BYREVISION SHEET TITLE Written dimensions on these drawings shall have precedence over scaled dimensions; contractor shall verify, and be responsible for, all dimensions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown on these drawings. Shop details must be submitted to this office for review before proceeding with fabrication. SEAL PREPARED BY Know what'sbelow. before you dig.Call R DESIGNATION - P 1157 PID - AA9723 STATE/COUNTY - CA/KERN COUNTRY - US USGS QUAD - GOSFORD (2018) NAVD 88 - 344.1 (FEET) DESCRIPTION: FROM THE INTERSECTION OF HIGHWAYS 99 AND 119, DRIVE WEST ON HIGHWAY 119 FOR 3.9 MILES (6.3 KM) TO GOSFORD ROAD AND THE MARK ON THE LEFT, MARK IS LOCATED IN THE HEADWALL IN THE SOUTHWEST QUADRANT OF HIGHWAY 119 AND GOSFORD ROAD, 45 FEET (13.7 M) SOUTH OF THE CENTERLINE OF HIGHWAY 119, 58 FEET (17.7 M) WEST OF THE CENTERLINE OF GOSFORD ROAD, SET IN THE TOP OF A 12 INCH HEADWALL, 2 FEET (0.6 M) LOWER THAN ROAD, AND 1 FOOT (0.3 M) SOUTH OF THE NORTH END OF HEADWALL. BENCHMARK JF, RD EV, NM 8801 GOSFORD RD BAKERSFIELD, CA 93313 CITY RECORDS # 6.9-708 CG-2.1 TOPO. SURVEY & DEMO PLAN 1" = 40' NO WORK AREA THIS SHEET SHEET 2.2 MATCHLINE - SEE SHEET C-2.2 0' NORTH 40 40 MATCHLINE - SEE ABOVE RIGHTMATCHLINE - SEE BELOW LEFT NORTH 0' 40' 40' PROJECT BOUNDARY 3/1/24 23-40000052 03/13/24 DEMOLITION GENERAL NOTES 1. ALL SAWCUTES TO BE A NEAT, CLEAN ON GRADE EDGE. 2. PROPERTY LINE AND LOT LINE INFORMATION SHOWN ON THESE PLANS PER BOUNDARYSURVEY RECEIVED FROM MCINTOSH & ASSOCIATES. 3. CONTRACTOR TO REMOVE ALL EXISTING IMPROVEMENTS WITHIN THE LIMITS OF REMOVALUNLESS OTHERWISE NOTED. 4. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES, SHOWN ON THIS PLAN OROTHERWISE. CONTRACTOR TO CALL 811 FOR UNDERGROUND SERVICE MARKING WITHSUFFICIENT ADVANCE NOTICE IN ACCORDANCE WITH LOCAL REQUIREMENTS. 5. CONTRACTOR TO REMOVE AND DISPOSE OF ALL VEGETATION, CONCRETE, IRRIGATIONSYSTEMS, ASPHALT, AGGREGATE BASE, SOIL, FENCES, STRUCTURES, ETC. WITHIN APPROX.LIMITS OF CLEARING, GRUBBING AND DEMOLITION; UNLESS OTHERWISE NOTED ON THESE PLANS. 6. ALL UTILITIES ALONG GOSFORD RD ARE TO BE PROTECTED UNLESS OTHERWISE NOTED. 7. PROTECT IN PLACE ALL EXISTING STREET LIGHTS UNLESS CLEARLY NOTED OTHERWISE ONTHIS PLAN. 8. CONTRACTOR TO ABANDON ANY WELLS OR SEPTIC SYSTEMS ON SITE PER COUNTY OFKERN STANDARDS. 9. ALL EXISTING STREET SIGNS THAT CANNOT BE RE-USED SHALL BE RETURNED TO THE CITYOF BAKERSFIELD CORP. YARD. 10. AGGREGATE BASE REMOVED AS PART OF FULL-DEPTH PAVEMENT SECTION REMOVAL MAY BE RE-USED IF APPROVED BY SOILS ENGINEER. 11. ANY EXIST. MANHOLES AND/OR WATER VALVES ENCOUNTERED WHETHER OR NOT SHOWNON THESE PLANS SHALL BE PROTECTED IN PLACE AND ADJUSTED TO FINISH GRADEUNLESS NOTED OTHERWISE. 12. A CITY OF BAKERSFIELD ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE CITYRIGHT OF WAY, CONTRACTOR SHALL PULL ENCROACHMENT PERMIT PRIOR TO THECOMMENCEMENT OF WORK IN THE RIGHT OF WAY. 13. ANY EXIST. UTILITY BOXES, WHETHER THEY ARE SHOWN OR NOT, SHALL BE PROTECTED INPLACE AND ADJUSTED TO FINISH GRADE. 14. ALL TREES, WHETHER THEY ARE SHOWN OR NOT, SHALL BE REMOVED. DEMOLITION LEGEND DEMOLITION, PROTECTION & RELOCATION NOTES APPROXIMATE LIMITS OF CLEARING, GRUBBING & DEMOLITION NO WORK AREA - PROTECT IN PLACE EXIST. PAVEMENT REMOVE EXIST. CONCRETE REMOVE EXIST. FULL SECTION PAVEMENT REMOVE EXIST. FENCE REMOVE EXIST. MEDIAN CURB REMOVE EXIST. AC DIKE SAWCUT 1 SAWCUT EXIST. PAVEMENT; SEE GENERAL NOTE 1 2 REMOVE EXIST. MEDIAN CURB 3 REMOVE EXIST. AC DIKE 4 REMOVE EXIST. AC PAVEMENT 5 REMOVE EXIST. CONCRETE 6 REMOVE EXIST. WATER SPIGOT 7 REMOVE EXIST. VENT PIPE 8 REMOVE EXIST. BUILDING; CONTRACTOR IS RESPONSIBLE TO OBTAIN BUILDING DEMOPERMITS, ASBESTOS CHECK IF NEEDED, ETC. 9 REMOVE EXIST. ELECTRIC BOX 10 REMOVE EXIST. POST AND OVERHEAD LINE 11 NOT USED 12 REMOVE EXIST. SITE LIGHT 13 PROTECT IN PLACE EXIST. FENCE 14 PROTECT IN PLACE EXIST. PG&E TRANSMISSION LINE NOPARKING NOPARKING NOPARKING NOPARKING 347.46C 347.47 C347.67C347.71 C347.63C347.99 C347.91 C 347.67C347.68 C347.70C347.65 C 347.18C347.17 C347.25 C347.19C 347.21C 347.48C347.36 C 347.51C347.55 C347.44C347.48 C347.40C 347.57 C 347.56 C 348.59C348.80C348.70C348.55 C350.19CCC350.23CCBOX CBOXCBOXCBOX 345.80DI 347.36 FNC 349.75 FNCE E 347.35EP 347.22EP347.04EP 347.01EP346.81 EP 346.81EP346.80EP346.80EP346.55 EP346.63 EP346.49 EP346.36 EP346.28EP346.10EP346.01 EP345.88 EP 345.93 EP 346.11 EP 346.24EP 346.37 EP346.51 EP346.64 EP346.76 EP 346.91EP 346.99 EP347.06 EP346.96 EP347.96 EP348.21EP348.71 EP 348.65 EP 349.01EP 348.87 EP348.85EP348.77 EP 348.60EP 348.62348.99 EP 349.13 EP 349.13EP349.16EP349.07EP 348.98EP 348.82EP348.70EP348.55 EP 348.52 EP348.39EP348.30EP 348.12 EP347.57RD347.32RD347.30RD346.70RD 347.77RD346.17RD347.15 RD346.98RD346.28RD346.04 RD347.31RD347.54RD346.54RD346.95RD347.75 RD347.49RD 347.25RD 346.95 RD347.98 RD347.64 RD348.10RD 347.80 RD347.56 RD347.80 RD346.85RD347.20RD347.87 RD 348.25RD347.24RD347.36RD347.41RD347.48RD347.67RD347.67RD347.71RD347.52RD347.03 RD347.71RD 347.84RD 347.42RD347.61RD347.76RD347.84RD347.87RD347.94RD347.85RD348.28 RD348.53RD348.48 RD 348.10 RD347.89RD 348.24 RDFH FH 346.78FL 346.80 FL346.68FL 3 46.55FL346.42 FL346.32FL346.22FL346.00 FL345.88 FL345.76 FL345.58 FL345.73 FL345.84 FL 345.98FL346.08FL346.23FL346.22 FL346.02FL346.04FL345.92 FL345.86FL 345.72FL345.57FL 345.46 FL 345.37FL345.40FL 345.51 FL345.66FL345.78FL 345.87 FL346.04FL 346.16 FL346.38 FL346.50FL 346.67 FL346.87FL347.05FL347.27 FL347.70FL347.81FL347.86FL348.05 FL348.03FL348.02 FL348.01 FL 348.11FL 348.12FL348.25FL348.17 FL348.04FL347.95FL347.86FL347.67FL347.57FL347.44FL347.36FL347.18FL347.FLFL PIFL347.40 FNC347.45 FNC 347.22 FNC 346.90 LIP346.94 LIP346.78 LIP346.69LIP346.57 LIP346.43LIP 346.32LIP346.10LIP 345.96LIP345.83LIP345.63 LIP345.76LIP345.94LIP 346.08LIP 346.16LIP346.30LIP346.36LIP346.13 LIP 346.17LIP 346.06LIP345.99LIP345.86 LIP 345.70 LIP 345.60 LIP345.50 LIP345.56 LIP 345.66LIP345.77LIP345.91 LIP345.99 LIP346.15 LIP346.32 LIP346.52 LIP346.61LIP 346.84 LIP346.88 LIP347.13 LIP347.37 LIP347.83 LIP347.97LIP348.06LIP348.21LIP348.19 LIP348.16 LIP 348.21LIP 348.25 LIP 348.26LIP348.42LIP348.34LIP348.18LIP348.10LIP347.99 LIP347.80LIP347.72 LIP347.56LIP347.50LIP347.33LIP347LIPLTELTE346.56OG345.92 OG 346.11OG346.15OG 346.02OG346.27OG 346.56 OG346.75OG347.05OG346.13 OG346.49OG3 46.33 OG346.13OG345.90OG345.88 OG345.76OG345.80 OG 346.09OG346.14OG346.04OG345.93 OG345.74OG345.76 OG346.12 OG345.91 OG 346.05 OG 346.26 OG346.53OG346.57 OG 346.53 OG 346.66 OG 346.56OG 347.31 OG346.75 OG347.85 OG 347.82OG346.93 OG346.81 OG346.90OG346.64 OG 346.74 OG346.66 OG346.52 OG 346.27OG346.16OG 346.16 OG 345.95 OG345.85 OG345.98 OG346.40OG346.40OG346.17 OG 345.90OG 346.00OG 346.28OG 346.41OG 346.51OG346.74OG346.74OG347.15OG346.98OG346.99OG 346.96OG 346.96 OG 347.53OG347.42 OG346.98OG347.09OG347.12OG347.08 OG347.11OG346.98OG346.93OG346.76OG346.51 OG346.50 OG346.16OG 345.90OG346.51OG346.50OG 346.45OG346.30OG346.00OG346.32OG346.56OG346.59OG346.83OG347.13OG347.13OG 347.31OG347.16OG347.26OG 347.16OG 347.22 OG 347.62 OG 347.52OGOG348.50346.89OG 346.84OG348.09OG 347.48OG346.72OG346.97 OG 346.53OG 346.38 OG 346.91OG346.76OG346.29 OG346.78OG347.55OG347.52OG346.23 OG 346.11OG346.12 OG347.12OG347.68 OG346.01OG346.08OG 347.83OG347.80OG 345.60 OG345.48 OG347.21OG347.07 OG 345.35 OG345.49 OG347.12OG346.69 OG345.58OG 345.50 OG348.47 OG348.50 OG 345.73 OG345.78OG348.45 OG348.49OG346.19 OG 346.21OG346.16 OG 348.29OG348.26OG346.67OG347.33OG 347.54 OG 347.20 OG347.74OG349.51OG 349.22 OG349.17 OG 348.57OG349.62 OG 348.OG348.OG348.70OG348.97OG 348.OG349.07 OG349.32 OG348.63OG349.37OG 349OG348.42 OG349.65 OG349.OG348.26OG349.48 OG349.22 OG 347.70OG348.OG348.88OG348.17OG348.75OG348.61 OG347.90OG 34OG347.96OG OG348.65OG 348.72 OG 347.75OGOG349OG347.75OG348.73OG 348.28 OGOG347.46 OG348.74OG347.26OGBOLBOL PP PP PP PPPPPP345.83 SDMHRIM 348.37SDMHRIM 344.34SSMHRIMTANK TANKTANKTANK 347.24TC347.25TC347.15 TC347.04TC346.88 TC346.78TC346.68TC 346.46TC345.91 TC346.23TC345.99TC 346.14 TC346.28 TC346. 01TC346.52TC346.67TC 346.68TC346.48TC 346.51 TC346.40TC346.34 TC346.19TC346.05 TC345.94 TC345.81 TC345.88TC 345.99 TC 346.10TC 346.23TC346.34 TC346.48TC 346.65 TC346.82 TC 346.99TC347.19 TC 346.84TC 347.46 TC347.73 TC 349.54TC349.47 TC349.38 TC 349.37 348.18TC348.28TC348.33TC348.53TC 349.75 TC348.55TC348.36TC348.33TC348.41TC348.57TC349.91 TC 349.90TC 348.73TC348.64TC349.96TC348.54TC349.91TC349.80TC348.44TC348.27TC349.64TC 349.55TC349.48TC 348.14 TC 348.05TC349.37 TC349.33 TC347.95TC 347.82TC349.22TC349.12TC347.66TC348.98 TCTCTELPED TRE E TREE TREE 12" TREE 8"TREE 6" TREE 8" TREE 8" TREE 8" TREE 12"TREE 18"TREE 18"TREE 6" TREE 15" TREE 8" TREE 8"TREE 12"TREE 24"TREE 24" TREE 8" TREE 6" VPSPIGOT SPIG OT WV WV WV WV WV (E) 12'' W (E) 12'' W (E) 12'' W (E) 12'' W (E) 12'' W (E) 12'' W (E) 12'' W (E) 12'' W (E) 12'' W (E) 12'' W (E) 12'' W (E) 12'' W (E) 12'' W (E) 12'' W (E) 12'' W (E) 12'' W (E) 12'' W (E) 12'' W (E) 12'' W (E) 12'' W (E) 16'' W(E) E(E) E(E) E (E) E (E) E (E) E (E) E (E) E (E) E (E) E (E) E (E) E (E) E (E) E (E) E (E) E(E) E-OH (E) E-OH(E) E-OH(E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH(E) E-OH(E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UGE 1 1 3 4 13 MCKEE ROAD GOSFORD ROAD101 348.02 SURVEY CONTROL 151 346.48 SURVEY CONTROL 102 347.24 CUT-X STOCKPILE EXCESS DIRT SOUTH OF IMPROVEMENTS S89° 14' 03"E 5282.24'S87° 52' 01"E 395.19'S89° 14' 03"E 434.49' N89° 14' 03"W 1320.47' S00° 20' 56"W 2645.47'PROPERTY LINE SECTION LINE CENTERLINE L=23.865, R=1000.000 D=1.3674N00° 22' 34"E 1399.32' SECTION LINEPROPERTY LINE23038 Mar 13, 2024 DRAWN PROJECT FOR CHECKED APPROVED DATE JOB NO SCALE SHEET NO. PROJECT ADDRESS PROJECT NAME This drawing is a property of 4CREEKS, Inc. and shall not be reproduced, copied, lent or disposed of directly or indirectly nor used for any purpose other than that for which it is specifically furnished and must be returned to 4CREEKS, Inc. on completion of work, if requested. Copyright 4CREEKS, Inc. NO. DATE BYREVISION SHEET TITLE Written dimensions on these drawings shall have precedence over scaled dimensions; contractor shall verify, and be responsible for, all dimensions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown on these drawings. Shop details must be submitted to this office for review before proceeding with fabrication. SEAL PREPARED BY Know what'sbelow. before you dig.Call R DESIGNATION - P 1157 PID - AA9723 STATE/COUNTY - CA/KERN COUNTRY - US USGS QUAD - GOSFORD (2018) NAVD 88 - 344.1 (FEET) DESCRIPTION: FROM THE INTERSECTION OF HIGHWAYS 99 AND 119, DRIVE WEST ON HIGHWAY 119 FOR 3.9 MILES (6.3 KM) TO GOSFORD ROAD AND THE MARK ON THE LEFT, MARK IS LOCATED IN THE HEADWALL IN THE SOUTHWEST QUADRANT OF HIGHWAY 119 AND GOSFORD ROAD, 45 FEET (13.7 M) SOUTH OF THE CENTERLINE OF HIGHWAY 119, 58 FEET (17.7 M) WEST OF THE CENTERLINE OF GOSFORD ROAD, SET IN THE TOP OF A 12 INCH HEADWALL, 2 FEET (0.6 M) LOWER THAN ROAD, AND 1 FOOT (0.3 M) SOUTH OF THE NORTH END OF HEADWALL. BENCHMARK JF, RD EV, NM 8801 GOSFORD RD BAKERSFIELD, CA 93313 CITY RECORDS # 6.9-708 CG-2.2 1" = 40' PROJECT BOUNDARY THIS SHEET MATCHLINE - SEE SHEET C-2.1 TOPO. SURVEY & DEMO PLAN SHEET 2.1 NORTH 0' 40' 40' 3/1/24 23-40000052 03/13/24 22 22 9 9 20 30.00' 3 9 30.00' 1 22 R=90.00' 9 9 22 30.00' 1 3 9 9 22 6 7 6349.19C349.24C349.30C349.28C349.83C349.83C349.80 C349.82C347.90OG347.55OG347.42OG346.99OG346.92 OG346.77OG346.96OG347.15OG348.36OG347.23 OG347.44OG347.11OG347.75OG 347.67OG 347.80OG348.06OG347.08OG 347.31OG 348.09OG 348.20OG 348.05 OG 348.00OG348.14 OG 348.25OG348.04OG348.28OG348.51OG348.11OG347.59OG347.85OG348.45OG 348.36OG 348.12OG348.90OG348.69OG 348.54OG348.95OG 348.82OG 348.40OG348.36OG348.35OG348.14OG348.36OG348.35OG348.05OG348.24OG 348.27OG347.84OG348.38OG 347.84OG 347.75OG 347.89OG348.27OG347.87OG 347.78OG 347.60OG 347.78OG 348.06OG347.83OGWALLWA(E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH(E) E-OH38.00' 22 22 19 1 1 1 25 R=60.00' 11 11 22 CONCRETE PAD FOR WATER TANK BY OTHERS 22 10 1 SITE INFORMATION APN: 543-010-02-00-7 AREA: 43.79 AC SITE PLAN LEGEND SITE PLAN KEYNOTES PAVEMENT SECTION - LIGHT DUTY (2.5" AC / 4.5" AB / 12" SUBGRADE @ 90 R.C., TI = 4.5, R=35)* (40516 SQ. FT. TOTAL - CONTRACTOR TO VERIFY QUANTITIES) PAVEMENT SECTION - HEAVY DUTY (6" AC / 11" AB / 12" SUBGRADE @ 90 R.C., TI = 10, R=35)* (104963 SQ. FT. TOTAL - CONTRACTOR TO VERIFY QUANTITIES) CONCRETE SECTION - LIGHT DUTY (5" PCC / 4'' AB / 12" SUBGRADE @ 90 R.C., TI = 4.5, R=35)* (16599 SQ. FT. TOTAL - CONTRACTOR TO VERIFY QUANTITIES) CONCRETE SECTION - HEAVY DUTY (9" PCC / 4'' AB / 12" SUBGRADE @ 90 R.C., TI = 10, R=35)* (75729 SQ. FT. TOTAL - CONTRACTOR TO VERIFY QUANTITIES) DETECTABLE WARNING SURFACE 3" THICK OF 38" DECOMPOSED GRANITE @ 85% RELATIVE COMPACTION FUTURE IMPROVEMENTS SITE LIGHT APPROXIMATE GRADING LIMITS 1 INSTALL CURB & GUTTER PER CITY STD. ST-1 2 CHAIN LINK FENCE PER OWNER SPECIFICATIONS 3 INSTALL 6" LANDSCAPE CURB PER DETAIL X-6 4 INSTALL ZERO-ELEVATION CURB W/ DETECTABLE WARNING SURFACE 5 COARSE AGGREGATE BASE PER OWNER SPECIFICATIONS 6 INSTALL LIGHT DUTY CONCRETE SECTION 7 INSTALL HEAVY DUTY CONCRETE SECTION 8 INSTALL LIGHT DUTY PAVEMENT SECTION 9 INSTALL HEAVY DUTY PAVEMENT SECTION 10 INSTALL DECOMPOSED GRANITE 11 DUB DOWN TO BE FLUSH WITH PAVEMENT 12 INSTALL CURB CUT PER DETAIL X-7 13 INSTALL CURB RAMP, CASE A, PER CALTRANS STD. PLAN A88A.CONTRACTOR TO SCORE CONCRETE 14 INSTALL CURB RAMP, CASE C, PER CALTRANS STD. PLAN A88A 15 INSTALL CURB RAMP, CASE F, PER CALTRANS STD. PLAN A88A 16 INSTALL ACCESSIBLE PARKING STALL; SEE SIGNING, STRIPING AND MARKING PLAN 17 INSTALL WHEEL STOP PER DETAIL X-5 18 INSTALL WROUGHT IRON FENCE; SEE ARCH. PLANS 19 INSTALL BLOCK WALL; SEE BLOCK WALL GRADING PERMIT 20 PROPOSED RETENTION BASIN; SEE GRADING PLAN 21 INSTALL GRADED SWALE; SEE GRADING PLAN 22 APPROXIMATE LOCATION SITE LIGHT; SEE SPECIALTY LIGHTING PLANS 23 SEE ARCHITECTURAL PLANS FOR STAIRCASE & HANDRAIL DETAILS 24 ACCESS GATE BY OTHERS. SEE ARCH. PLANS 25 INSTALL CHAIN LINK FENCE W/ PRIVACY SLATS ON TOP OF MOW CURBPER CITY STD. D-12 26 NOT USED 27 FUTURE CURB RAMP, CASE A, PER CALTRANS STD. PLAN A88A.CONTRACTOR TO SCORE CONCRETE GENERAL NOTES 1. PROPERTY LINE AND LOT LINE INFORMATION SHOWN ON THESE PLANS PER BOUNDARY SURVERY RECEIVED FROM MC INTOSH AND ASSOCIATES. 2. ALL CURB LINE BEARINGS ARE TRUE N/S/E/W UNLESS OTHERWISE NOTED. 3. ALL SITE LIGHTS SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY, SEE ELECTRICALPLANS FOR LOCATIONS. 4. ALL BUILDING FOOTPRINT AND DOOR LOCATIONS ARE TO BE VERIFIED WITH ARCH.PLANS. 5. SEE SIGNING, STRIPING AND MARKING PLAN FOR ALL SIGNING AND STRIPING. *SECTIONS PER RECOMMENDATIONS IN GEOTECHNICAL REPORT BY KRAZAN & ASSOCIATES, FILE DATED MAY 02, 2023. 2 REBAR MATCHLINE - SEE SHEET C-3.3 23038 Mar 13, 2024 DRAWN PROJECT FOR CHECKED APPROVED DATE JOB NO SCALE SHEET NO. PROJECT ADDRESS PROJECT NAME This drawing is a property of 4CREEKS, Inc. and shall not be reproduced, copied, lent or disposed of directly or indirectly nor used for any purpose other than that for which it is specifically furnished and must be returned to 4CREEKS, Inc. on completion of work, if requested. Copyright 4CREEKS, Inc. NO. DATE BYREVISION SHEET TITLE Written dimensions on these drawings shall have precedence over scaled dimensions; contractor shall verify, and be responsible for, all dimensions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown on these drawings. Shop details must be submitted to this office for review before proceeding with fabrication. SEAL PREPARED BY Know what's below. before you dig.Call R DESIGNATION - P 1157 PID - AA9723 STATE/COUNTY - CA/KERN COUNTRY - US USGS QUAD - GOSFORD (2018) NAVD 88 - 344.1 (FEET) DESCRIPTION: FROM THE INTERSECTION OF HIGHWAYS 99 AND 119, DRIVE WEST ON HIGHWAY 119 FOR 3.9 MILES (6.3 KM) TO GOSFORD ROAD AND THE MARK ON THE LEFT, MARK IS LOCATED IN THE HEADWALL IN THE SOUTHWEST QUADRANT OF HIGHWAY 119 AND GOSFORD ROAD, 45 FEET (13.7 M) SOUTH OF THE CENTERLINE OF HIGHWAY 119, 58 FEET (17.7 M) WEST OF THE CENTERLINE OF GOSFORD ROAD, SET IN THE TOP OF A 12 INCH HEADWALL, 2 FEET (0.6 M) LOWER THAN ROAD, AND 1 FOOT (0.3 M) SOUTH OF THE NORTH END OF HEADWALL. BENCHMARK JF, RD EV, NM 8801 GOSFORD RD BAKERSFIELD, CA 93313 CITY RECORDS # 6.9-708 CG-3.1 1" = 20' MATCHLINE - SEE SHEET C-3.2SITE PLAN PROJECT BOUNDARY THIS SHEET SHEET 3.2 SHEET 3.3 SHEET 3.4 NORTH0' 20' 20' 3/1/24 23-40000052 03/13/24 R=20.00' 18 R=20.00' R =6.00'4 7 7 9 18 22 24 9 7 22 R=20.00' R=4.00' R=20.00' 20 6 348.48C348.49C348.49C348.39 C348.67C348.76C348.75C348.64C348.88EP348.96EP348.91EP348.93EP 349.16EP349.13EP 349.20EP349.20EP349.23EP349.36EP349.49 EP349.60 EP349.70EP349.76EP347.90FL347.96FL348.13FL348.23 FL348.31FL348.47FL348.60FL348.69FL348.79FL348.09 LIP348.13LIP 348.33LIP348.38LIP348.50LIP348.63LIP348.76LIP348.87 LIP 348.92LIP 347.64 OG 347.67 OG 347.82OG 347.94OG347.92 OG347.93OG 348.13OG 348.49OG348.72OG 348.45OG348.09OG 348.04OG348.44OG348.72OG 348.61 OG 348.45 OG348.10 OG 347.91 OG 348.62 OG348.50 OG 348.37OG348.14 OG349.35OG 348.76OG 348.79OG348.67OG348.65 OG348.44OG 348.77OG 348.84 OG349.09OG348.71OG348.12OG348.13OG348.54OG348.64OG348.12OG 348.64OG349.04OG348.96 OG 349.14OG 348.97OG349.27OG349.18OG348.38 OG347.94OG347.93OG 348.10OG348.38 OG348.86 OG348.77OG348.78OG348.60OG348.63 OG348.70OG348.76OG 348.86OG349.41 OG 348.24OG 349.39OG349.48 OG348.30OG 348.41OG349.63OG 348.55OG 350.07OG 349.68 OG348.68OG348.66OG349.54OG348.61 OG 349.98OG 348.72OG 349.32OG348.72 OG 350.05OG 348.91OG349.30OG349.05 OG349.75OG348.56OG348.83OG 350.15OG 349.06OG349.12OGPPPPPP349.69 TC348.43TC349.71TC349.67 TC349.34TC 348.48TC348.60TC348.72TC349.90TC350.04 TC348.74TC350.19TC350.29 TC 348.89TC350.41TC 349.04TC349.17TC350.50TC350.5 6TC349.23TC349.57 WALL(E) E(E) E(E) E (E) E(E) E (E) E (E) E (E) E (E) E (E) E(E) E (E) E(E) E (E) E (E) E(E) E (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG(E) AT&T-UG(E) AT&T-UG(E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG38.00' 30.00' 30.00' 45.00' 10.00' 10.00' 10.00' 1 1 1 3 18 GOSFORD ROADR=50.00' R=24.00' 22 STREET CONSTRUCTION PER SEPARATE PLANS R=50.00' 10 7 9 10 6 6 7 7 22 1 1 5 25 25 25 25 11 11 2 REBAR SITE INFORMATION APN: 543-010-02-00-7 AREA: 43.79 AC SITE PLAN LEGEND SITE PLAN KEYNOTES PAVEMENT SECTION - LIGHT DUTY (2.5" AC / 4.5" AB / 12" SUBGRADE @ 90 R.C., TI = 4.5, R=35)* (40516 SQ. FT. TOTAL - CONTRACTOR TO VERIFY QUANTITIES) PAVEMENT SECTION - HEAVY DUTY (6" AC / 11" AB / 12" SUBGRADE @ 90 R.C., TI = 10, R=35)* (104963 SQ. FT. TOTAL - CONTRACTOR TO VERIFY QUANTITIES) CONCRETE SECTION - LIGHT DUTY (5" PCC / 4'' AB / 12" SUBGRADE @ 90 R.C., TI = 4.5, R=35)* (16599 SQ. FT. TOTAL - CONTRACTOR TO VERIFY QUANTITIES) CONCRETE SECTION - HEAVY DUTY (9" PCC / 4'' AB / 12" SUBGRADE @ 90 R.C., TI = 10, R=35)* (75729 SQ. FT. TOTAL - CONTRACTOR TO VERIFY QUANTITIES) DETECTABLE WARNING SURFACE 3" THICK OF 38" DECOMPOSED GRANITE @ 85% RELATIVE COMPACTION FUTURE IMPROVEMENTS SITE LIGHT APPROXIMATE GRADING LIMITS 1 INSTALL CURB & GUTTER PER CITY STD. ST-1 2 CHAIN LINK FENCE PER OWNER SPECIFICATIONS 3 INSTALL 6" LANDSCAPE CURB PER DETAIL X-6 4 INSTALL ZERO-ELEVATION CURB W/ DETECTABLE WARNING SURFACE 5 COARSE AGGREGATE BASE PER OWNER SPECIFICATIONS 6 INSTALL LIGHT DUTY CONCRETE SECTION 7 INSTALL HEAVY DUTY CONCRETE SECTION 8 INSTALL LIGHT DUTY PAVEMENT SECTION 9 INSTALL HEAVY DUTY PAVEMENT SECTION 10 INSTALL DECOMPOSED GRANITE 11 DUB DOWN TO BE FLUSH WITH PAVEMENT 12 INSTALL CURB CUT PER DETAIL X-7 13 INSTALL CURB RAMP, CASE A, PER CALTRANS STD. PLAN A88A.CONTRACTOR TO SCORE CONCRETE 14 INSTALL CURB RAMP, CASE C, PER CALTRANS STD. PLAN A88A 15 INSTALL CURB RAMP, CASE F, PER CALTRANS STD. PLAN A88A 16 INSTALL ACCESSIBLE PARKING STALL; SEE SIGNING, STRIPING AND MARKING PLAN 17 INSTALL WHEEL STOP PER DETAIL X-5 18 INSTALL WROUGHT IRON FENCE; SEE ARCH. PLANS 19 INSTALL BLOCK WALL; SEE BLOCK WALL GRADING PERMIT 20 PROPOSED RETENTION BASIN; SEE GRADING PLAN 21 INSTALL GRADED SWALE; SEE GRADING PLAN 22 APPROXIMATE LOCATION SITE LIGHT; SEE SPECIALTY LIGHTING PLANS 23 SEE ARCHITECTURAL PLANS FOR STAIRCASE & HANDRAIL DETAILS 24 ACCESS GATE BY OTHERS. SEE ARCH. PLANS 25 INSTALL CHAIN LINK FENCE W/ PRIVACY SLATS ON TOP OF MOW CURBPER CITY STD. D-12 26 NOT USED 27 FUTURE CURB RAMP, CASE A, PER CALTRANS STD. PLAN A88A.CONTRACTOR TO SCORE CONCRETE GENERAL NOTES 1. PROPERTY LINE AND LOT LINE INFORMATION SHOWN ON THESE PLANS PER BOUNDARY SURVERY RECEIVED FROM MC INTOSH AND ASSOCIATES. 2. ALL CURB LINE BEARINGS ARE TRUE N/S/E/W UNLESS OTHERWISE NOTED. 3. ALL SITE LIGHTS SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY, SEE ELECTRICALPLANS FOR LOCATIONS. 4. ALL BUILDING FOOTPRINT AND DOOR LOCATIONS ARE TO BE VERIFIED WITH ARCH.PLANS. 5. SEE SIGNING, STRIPING AND MARKING PLAN FOR ALL SIGNING AND STRIPING. *SECTIONS PER RECOMMENDATIONS IN GEOTECHNICAL REPORT BY KRAZAN & ASSOCIATES, FILE DATED MAY 02, 2023. MATCHLINE - SEE SHEET C-3.123038 Mar 13, 2024 DRAWN PROJECT FOR CHECKED APPROVED DATE JOB NO SCALE SHEET NO. PROJECT ADDRESS PROJECT NAME This drawing is a property of 4CREEKS, Inc. and shall not be reproduced, copied, lent or disposed of directly or indirectly nor used for any purpose other than that for which it is specifically furnished and must be returned to 4CREEKS, Inc. on completion of work, if requested. Copyright 4CREEKS, Inc. NO. DATE BYREVISION SHEET TITLE Written dimensions on these drawings shall have precedence over scaled dimensions; contractor shall verify, and be responsible for, all dimensions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown on these drawings. Shop details must be submitted to this office for review before proceeding with fabrication. SEAL PREPARED BY Know what's below. before you dig.Call R DESIGNATION - P 1157 PID - AA9723 STATE/COUNTY - CA/KERN COUNTRY - US USGS QUAD - GOSFORD (2018) NAVD 88 - 344.1 (FEET) DESCRIPTION: FROM THE INTERSECTION OF HIGHWAYS 99 AND 119, DRIVE WEST ON HIGHWAY 119 FOR 3.9 MILES (6.3 KM) TO GOSFORD ROAD AND THE MARK ON THE LEFT, MARK IS LOCATED IN THE HEADWALL IN THE SOUTHWEST QUADRANT OF HIGHWAY 119 AND GOSFORD ROAD, 45 FEET (13.7 M) SOUTH OF THE CENTERLINE OF HIGHWAY 119, 58 FEET (17.7 M) WEST OF THE CENTERLINE OF GOSFORD ROAD, SET IN THE TOP OF A 12 INCH HEADWALL, 2 FEET (0.6 M) LOWER THAN ROAD, AND 1 FOOT (0.3 M) SOUTH OF THE NORTH END OF HEADWALL. BENCHMARK JF, RD EV, NM 8801 GOSFORD RD BAKERSFIELD, CA 93313 CITY RECORDS # 6.9-708 CG-3.2 SITE PLAN 1" = 20' PROJECT BOUNDARY THIS SHEET MATCHLINE - SEE SHEET C-3.4 SHEET 3.3 SHEET 3.4 SHEET 3.1 NORTH0' 20' 20' 3/1/24 23-40000052 03/13/24 22 1 1 9 9 23 75.0' 9 1 180.0' 226.9' 3 1 30.0' 9 1 3 7 23 6 347.22OG346.87OG346.74OG346.62OG346.50OG346.37 OG 346.71 OG346.66OG346.78OG346.64OG 346.58 OG346.63OG346.61OG 34 6.64 OG 347.09 OG 347.34OG 347.64OG347.45OG347.10OG346.86OG346.66OG346.48OG346.64OG346.92OG347.07OG346.85OG 346.65OG346.72OG347.00OG347.26OG 347.54OG347.89OG PP (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH(E) E-OH (E) E-OH 19 12 12 21 21 22 22 22 22 23 2 REBAR SITE INFORMATION APN: 543-010-02-00-7 AREA: 43.79 AC SITE PLAN LEGEND SITE PLAN KEYNOTES PAVEMENT SECTION - LIGHT DUTY (2.5" AC / 4.5" AB / 12" SUBGRADE @ 90 R.C., TI = 4.5, R=35)* (40516 SQ. FT. TOTAL - CONTRACTOR TO VERIFY QUANTITIES) PAVEMENT SECTION - HEAVY DUTY (6" AC / 11" AB / 12" SUBGRADE @ 90 R.C., TI = 10, R=35)* (104963 SQ. FT. TOTAL - CONTRACTOR TO VERIFY QUANTITIES) CONCRETE SECTION - LIGHT DUTY (5" PCC / 4'' AB / 12" SUBGRADE @ 90 R.C., TI = 4.5, R=35)* (16599 SQ. FT. TOTAL - CONTRACTOR TO VERIFY QUANTITIES) CONCRETE SECTION - HEAVY DUTY (9" PCC / 4'' AB / 12" SUBGRADE @ 90 R.C., TI = 10, R=35)* (75729 SQ. FT. TOTAL - CONTRACTOR TO VERIFY QUANTITIES) DETECTABLE WARNING SURFACE 3" THICK OF 38" DECOMPOSED GRANITE @ 85% RELATIVE COMPACTION FUTURE IMPROVEMENTS SITE LIGHT APPROXIMATE GRADING LIMITS 1 INSTALL CURB & GUTTER PER CITY STD. ST-1 2 CHAIN LINK FENCE PER OWNER SPECIFICATIONS 3 INSTALL 6" LANDSCAPE CURB PER DETAIL X-6 4 INSTALL ZERO-ELEVATION CURB W/ DETECTABLE WARNING SURFACE 5 COARSE AGGREGATE BASE PER OWNER SPECIFICATIONS 6 INSTALL LIGHT DUTY CONCRETE SECTION 7 INSTALL HEAVY DUTY CONCRETE SECTION 8 INSTALL LIGHT DUTY PAVEMENT SECTION 9 INSTALL HEAVY DUTY PAVEMENT SECTION 10 INSTALL DECOMPOSED GRANITE 11 DUB DOWN TO BE FLUSH WITH PAVEMENT 12 INSTALL CURB CUT PER DETAIL X-7 13 INSTALL CURB RAMP, CASE A, PER CALTRANS STD. PLAN A88A.CONTRACTOR TO SCORE CONCRETE 14 INSTALL CURB RAMP, CASE C, PER CALTRANS STD. PLAN A88A 15 INSTALL CURB RAMP, CASE F, PER CALTRANS STD. PLAN A88A 16 INSTALL ACCESSIBLE PARKING STALL; SEE SIGNING, STRIPING AND MARKING PLAN 17 INSTALL WHEEL STOP PER DETAIL X-5 18 INSTALL WROUGHT IRON FENCE; SEE ARCH. PLANS 19 INSTALL BLOCK WALL; SEE BLOCK WALL GRADING PERMIT 20 PROPOSED RETENTION BASIN; SEE GRADING PLAN 21 INSTALL GRADED SWALE; SEE GRADING PLAN 22 APPROXIMATE LOCATION SITE LIGHT; SEE SPECIALTY LIGHTING PLANS 23 SEE ARCHITECTURAL PLANS FOR STAIRCASE & HANDRAIL DETAILS 24 ACCESS GATE BY OTHERS. SEE ARCH. PLANS 25 INSTALL CHAIN LINK FENCE W/ PRIVACY SLATS ON TOP OF MOW CURBPER CITY STD. D-12 26 NOT USED 27 FUTURE CURB RAMP, CASE A, PER CALTRANS STD. PLAN A88A.CONTRACTOR TO SCORE CONCRETE GENERAL NOTES 1. PROPERTY LINE AND LOT LINE INFORMATION SHOWN ON THESE PLANS PER BOUNDARY SURVERY RECEIVED FROM MC INTOSH AND ASSOCIATES. 2. ALL CURB LINE BEARINGS ARE TRUE N/S/E/W UNLESS OTHERWISE NOTED. 3. ALL SITE LIGHTS SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY, SEE ELECTRICALPLANS FOR LOCATIONS. 4. ALL BUILDING FOOTPRINT AND DOOR LOCATIONS ARE TO BE VERIFIED WITH ARCH.PLANS. 5. SEE SIGNING, STRIPING AND MARKING PLAN FOR ALL SIGNING AND STRIPING. *SECTIONS PER RECOMMENDATIONS IN GEOTECHNICAL REPORT BY KRAZAN & ASSOCIATES, FILE DATED MAY 02, 2023. (E) E-OH (E) E-OH (E) E-OH2 MATCHLINE - SEE SHEET C-3.423038 Mar 13, 2024 DRAWN PROJECT FOR CHECKED APPROVED DATE JOB NO SCALE SHEET NO. PROJECT ADDRESS PROJECT NAME This drawing is a property of 4CREEKS, Inc. and shall not be reproduced, copied, lent or disposed of directly or indirectly nor used for any purpose other than that for which it is specifically furnished and must be returned to 4CREEKS, Inc. on completion of work, if requested. Copyright 4CREEKS, Inc. NO. DATE BYREVISION SHEET TITLE Written dimensions on these drawings shall have precedence over scaled dimensions; contractor shall verify, and be responsible for, all dimensions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown on these drawings. Shop details must be submitted to this office for review before proceeding with fabrication. SEAL PREPARED BY Know what'sbelow. before you dig.Call R DESIGNATION - P 1157 PID - AA9723 STATE/COUNTY - CA/KERN COUNTRY - US USGS QUAD - GOSFORD (2018) NAVD 88 - 344.1 (FEET) DESCRIPTION: FROM THE INTERSECTION OF HIGHWAYS 99 AND 119, DRIVE WEST ON HIGHWAY 119 FOR 3.9 MILES (6.3 KM) TO GOSFORD ROAD AND THE MARK ON THE LEFT, MARK IS LOCATED IN THE HEADWALL IN THE SOUTHWEST QUADRANT OF HIGHWAY 119 AND GOSFORD ROAD, 45 FEET (13.7 M) SOUTH OF THE CENTERLINE OF HIGHWAY 119, 58 FEET (17.7 M) WEST OF THE CENTERLINE OF GOSFORD ROAD, SET IN THE TOP OF A 12 INCH HEADWALL, 2 FEET (0.6 M) LOWER THAN ROAD, AND 1 FOOT (0.3 M) SOUTH OF THE NORTH END OF HEADWALL. BENCHMARK JF, RD EV, NM 8801 GOSFORD RD BAKERSFIELD, CA 93313 CITY RECORDS # 6.9-708 CG-3.3 1" = 20' MATCHLINE - SEE SHEET C-3.1 SITE PLAN PROJECT BOUNDARY THIS SHEET SHEET 3.2 SHEET 3.4 SHEET 3.1 NORTH0' 20' 20' 3/1/24 23-40000052 03/13/24 NOPARKING NO PARKING NO PARKING NO PARKING R=4.00' R=4.00' R=4.00' 1 1 1 1 1 1 3 3 3 12 12 14 17 17 17 17 17 18 18 22 22 24 R=15.00' R=4.00' R=4.00' R=4.00' 3 1 1 3 4 7 8 8 8 8 12 13 15 16 16 17 17 17 17 17 22 22 3 1 9 9 R=4.00' R=20.00' R=20.00' 18 R=60.00' 6 727 6 347.53C 347.62C347.60C347.54CCBOXCBOX347.54DI 348.12EP348.04EP348.09EP348.19EP348.25EP348.43EP348.49EP348.68EP 348.81EP347.18FL347.05 FL347.11FL347.21FL347.31FL347.41FL347.55FL347.66FL347.81FL347.FL347.33LIP347.25LIP347.24LIP347.39LIP347.47LIP347 .56LIP 347.73LIP 347.83LIP347.95LIP348.0LIP347.52OG 347.38 OG347.31 OG347.52OG347.23 OG347.46 OG347.42OG 347.47OG 347.55 OG 347.54OG347.69OG347.33 OG 347.53 OG 347.78 OG 347.98OG347.53OG347.48 OG 347.72OG347.69OG347.82OG347.73OG347.77OG 347.90OG347.78OG 347.85OG 347.64OG 347.58OG 348.14OG 348.40OG 349.15OG347.46OG348.74OG348.48 OG347.26OG348.82OG 349.16OG347.51OG348.73OG 348.65OG347.52OG349.27OGOG347.68OG348.68 OG348.89 OG347.72OG349.35OG349.01OG347.81 OG349.24OG 349.19OG 347.93OG349.03OG349.12OG348.03OG349.44OG 347.66TC348.98 TC348.87TC 347.51TC347.57TC348.93TC348.98TC347.65TC347.80TC349.08TC349.24 TC347.90TC348.04TC349.32TC349.50 TC348.17TC348.30TC349.63 TC(E) E(E) E(E) E (E) E (E) E (E) E(E) E (E) E (E) E (E) E (E) E (E) E (E) E (E) E (E) E (E) E(E) E AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG54.00' 28.00' 25.00'25.00' 25.00' 25.00' 25.00' 6 FUTURE PARKING LOT GOSFORD ROADR=30.00' R=30.00' STREET CONSTRUCTION PER SEPARATE PLANS 20 2222 25 25 25 11 11 2 REBAR SITE INFORMATION APN: 543-010-02-00-7AREA: 43.79 AC SITE PLAN LEGEND SITE PLAN KEYNOTES PAVEMENT SECTION - LIGHT DUTY (2.5" AC / 4.5" AB / 12" SUBGRADE @ 90 R.C., TI = 4.5, R=35)* (40516 SQ. FT. TOTAL - CONTRACTOR TO VERIFY QUANTITIES) PAVEMENT SECTION - HEAVY DUTY (6" AC / 11" AB / 12" SUBGRADE @ 90 R.C., TI = 10, R=35)* (104963 SQ. FT. TOTAL - CONTRACTOR TO VERIFY QUANTITIES) CONCRETE SECTION - LIGHT DUTY (5" PCC / 4'' AB / 12" SUBGRADE @ 90 R.C., TI = 4.5, R=35)* (16599 SQ. FT. TOTAL - CONTRACTOR TO VERIFY QUANTITIES) CONCRETE SECTION - HEAVY DUTY (9" PCC / 4'' AB / 12" SUBGRADE @ 90 R.C., TI = 10, R=35)* (75729 SQ. FT. TOTAL - CONTRACTOR TO VERIFY QUANTITIES) DETECTABLE WARNING SURFACE 3" THICK OF 38" DECOMPOSED GRANITE @ 85% RELATIVE COMPACTION FUTURE IMPROVEMENTS SITE LIGHT APPROXIMATE GRADING LIMITS 1 INSTALL CURB & GUTTER PER CITY STD. ST-1 2 CHAIN LINK FENCE PER OWNER SPECIFICATIONS 3 INSTALL 6" LANDSCAPE CURB PER DETAIL X-6 4 INSTALL ZERO-ELEVATION CURB W/ DETECTABLE WARNING SURFACE 5 COARSE AGGREGATE BASE PER OWNER SPECIFICATIONS 6 INSTALL LIGHT DUTY CONCRETE SECTION 7 INSTALL HEAVY DUTY CONCRETE SECTION 8 INSTALL LIGHT DUTY PAVEMENT SECTION 9 INSTALL HEAVY DUTY PAVEMENT SECTION 10 INSTALL DECOMPOSED GRANITE 11 DUB DOWN TO BE FLUSH WITH PAVEMENT 12 INSTALL CURB CUT PER DETAIL X-7 13 INSTALL CURB RAMP, CASE A, PER CALTRANS STD. PLAN A88A.CONTRACTOR TO SCORE CONCRETE 14 INSTALL CURB RAMP, CASE C, PER CALTRANS STD. PLAN A88A 15 INSTALL CURB RAMP, CASE F, PER CALTRANS STD. PLAN A88A 16 INSTALL ACCESSIBLE PARKING STALL; SEE SIGNING, STRIPING ANDMARKING PLAN 17 INSTALL WHEEL STOP PER DETAIL X-5 18 INSTALL WROUGHT IRON FENCE; SEE ARCH. PLANS 19 INSTALL BLOCK WALL; SEE BLOCK WALL GRADING PERMIT 20 PROPOSED RETENTION BASIN; SEE GRADING PLAN 21 INSTALL GRADED SWALE; SEE GRADING PLAN 22 APPROXIMATE LOCATION SITE LIGHT; SEE SPECIALTY LIGHTING PLANS 23 SEE ARCHITECTURAL PLANS FOR STAIRCASE & HANDRAIL DETAILS 24 ACCESS GATE BY OTHERS. SEE ARCH. PLANS 25 INSTALL CHAIN LINK FENCE W/ PRIVACY SLATS ON TOP OF MOW CURBPER CITY STD. D-12 26 NOT USED 27 FUTURE CURB RAMP, CASE A, PER CALTRANS STD. PLAN A88A. CONTRACTOR TO SCORE CONCRETE GENERAL NOTES 1. PROPERTY LINE AND LOT LINE INFORMATION SHOWN ON THESE PLANS PER BOUNDARYSURVERY RECEIVED FROM MC INTOSH AND ASSOCIATES. 2. ALL CURB LINE BEARINGS ARE TRUE N/S/E/W UNLESS OTHERWISE NOTED. 3. ALL SITE LIGHTS SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY, SEE ELECTRICALPLANS FOR LOCATIONS. 4. ALL BUILDING FOOTPRINT AND DOOR LOCATIONS ARE TO BE VERIFIED WITH ARCH.PLANS. 5. SEE SIGNING, STRIPING AND MARKING PLAN FOR ALL SIGNING AND STRIPING. *SECTIONS PER RECOMMENDATIONS IN GEOTECHNICAL REPORT BY KRAZAN & ASSOCIATES,FILE DATED MAY 02, 2023. 2MATCHLINE - SEE SHEET C-3.323038 Mar 13, 2024 DRAWN PROJECT FOR CHECKED APPROVED DATE JOB NO SCALE SHEET NO. PROJECT ADDRESS PROJECT NAME This drawing is a property of 4CREEKS, Inc. and shall not be reproduced, copied, lent or disposed of directly or indirectly nor used for any purpose other than that for which it is specifically furnished and must be returned to 4CREEKS, Inc. on completion of work, if requested. Copyright 4CREEKS, Inc. NO. DATE BYREVISION SHEET TITLE Written dimensions on these drawings shall have precedence over scaled dimensions; contractor shall verify, and be responsible for, all dimensions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown on these drawings. Shop details must be submitted to this office for review before proceeding with fabrication. SEAL PREPARED BY Know what's below. before you dig.Call R DESIGNATION - P 1157 PID - AA9723 STATE/COUNTY - CA/KERN COUNTRY - US USGS QUAD - GOSFORD (2018) NAVD 88 - 344.1 (FEET) DESCRIPTION: FROM THE INTERSECTION OF HIGHWAYS 99 AND 119, DRIVE WEST ON HIGHWAY 119 FOR 3.9 MILES (6.3 KM) TO GOSFORD ROAD AND THE MARK ON THE LEFT, MARK IS LOCATED IN THE HEADWALL IN THE SOUTHWEST QUADRANT OF HIGHWAY 119 AND GOSFORD ROAD, 45 FEET (13.7 M) SOUTH OF THE CENTERLINE OF HIGHWAY 119, 58 FEET (17.7 M) WEST OF THE CENTERLINE OF GOSFORD ROAD, SET IN THE TOP OF A 12 INCH HEADWALL, 2 FEET (0.6 M) LOWER THAN ROAD, AND 1 FOOT (0.3 M) SOUTH OF THE NORTH END OF HEADWALL. BENCHMARK JF, RD EV, NM 8801 GOSFORD RD BAKERSFIELD, CA 93313 CITY RECORDS # 6.9-708 CG-3.4 1" = 20' MATCHLINE - SEE SHEET C-3.2 SITE PLAN PROJECT BOUNDARY THIS SHEET SHEET 3.2 SHEET 3.3 SHEET 3.1 NORTH0' 20' 20' 3/1/24 23-40000052 03/13/24 1 1 SUMP 2 VREQUIRED = 2,285 cy VPROVIDED= 4,755 cy HP: 346.50 HWL 342.00 TOE: 335.50 SIDE SLOPE: 4:1 4.00'5.00'349.19C349.24C349.30C349.28C349.83C349.83C349.80 C349.82C347.90OG347.55OG347.42OG346.99OG 346.92 OG346.77OG346.96OG347.15OG348.36OG347.23 OG347.44OG347.11OG347.75OG 347.67OG 347.80OG348.06OG347.08OG 347.31OG 348.09OG 348.20OG 348.05 OG 348.00OG348.14 OG 348.25OG348.04OG348.28OG348.51OG348.11OG347.59OG347.85OG348.45OG 348.36OG 348.12OG348.90OG348.69OG 348.54OG348.95OG 348.82OG 348.40OG348.36OG348.35OG348.14OG348.36OG348.35OG348.05OG348.24OG 348.27OG347.84OG348.38OG 347.84OG 347.75OG 347.89OG348.27OG347.87OG 347.78OG 347.60OG 347.78OG 348.06OG347.83OGVP WALLWA(E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH(E) E-OHAPN: 54301005 (NOT A PART) A A B B THIS SUMP TO BE CONSTRUCTED PERCITY STD. D-9, D-10, D-12, AND D-13 CONCRETE PAD FOR WATER TANK BY OTHERS 8'' NPW8'' NPW 8'' NPW10'' F10'' F 10'' F 10'' F 10'' F4'' SS 4'' SS4'' SS 4'' SS 4'' SS10'' F 10'' F 10'' F 10'' F 10'' F 10'' F10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS15'' SD 15'' SD8'' SS8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'10'' F 10'' F10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW 6'' F6'' F 6'' F24'' SD24'' SD 24'' SD 24'' SD 24'' SD 24'' SD 24'' SD 24'' SD 24'' SD18' ' S D 18 ' ' S D 18' ' S D 18'' S D 18' ' S D 18'' SD18'' SD18'' SD 18'' SD 18'' SD 18'' SD18'' SD 18 '' SD 18'' SD 18'' SD 18'' SD 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW8'' NPW 8'' NPW8'' W 8'' W6'' W 6'' W6'' NPW6'' NPWGASGAS GAS GAS GAS GASGAS PROPERTY LINE TC 346.28 FL 345.78 INV. 18'' SW 342.74 DI TC 346.78 FL 346.28 TC 347.23 FL 346.73 TC 348.19 FL 347.69 TC 348.53 FL/C 348.03 TC 347.15 P 346.65 TC 346.28 FL 345.78 INV. 18'' E 342.60 INV. 18'' SW 336.15 DI TC 347.67 P 347.17 TC 346.80 FL 346.30 TC 346.19 FL 345.69 TC 345.17 FL 344.67 TC 344.27 FL 343.77 TC 346.78 FL 346.28 TC 347.42 FL 346.92 TC 347.59 FL 347.09 TC 348.89 C 348.39 TC 348.91 FL/C 348.41 TC 349.24 C 348.74 TC 349.44 C 348.94C 348.94 TC 349.06 C 348.56 TC 349.44 FL 348.94 C 349.06 TC 347.15 P 346.65 TC 347.06 P 346.56 TC 346.04 P 345.54 FF 349.00 C 349.00 TC 347.23 FL 346.73 TC 348.53 FL 348.03GB TC 346.45 FL 345.95FLUSH TC 346.41 FL 345.91FLUSH C 348.94 TC 349.43 C 348.93 C 348.94 C 344.72C 344.51 C 344.57 C 348.90 C 349.00 C 348.90 TC 347.01 FL 346.51GB TC 347.88 P 347.38 GB CR 346.70 CR 347.30 CR 347.91 CR 348.52 346.50 346.50 346.50 346.50 346.50 346.50 346.50 335.50 335.50 335.50 335.50 335.50 2S=0 .0 065 S= 0.0 0 53 S=0.0076S=0 . 0101 S = 0 .0020 C 348.91 C 348.88 TC 347.34 FL 346.84 TC 347.35 FL 346.85 TC 346.46 FL 345.96 TC 347.33 P 346.83 TC 346.04 P 345.54 FF 349.00 C 349.00 FF 349.00 C 349.00 C 348.86 C 348.94 S=0. 0 1 3 9 2.5%2.5%2.5%2.5%2.5%2.5% 2.5% 2.5% 2.5% S=0.0020 S=0.0040S=0.00502 .1% 2.0% 1.9% 1.4%1.8%2.5%2.5%2.5%0.8%1.8%1.4 %1.4%1.5%1.5%1.3%1.5%2.9%1.9%3.8%5.3% 5.9% 6.8% 7.6% 1.7%2.5%3.2%3.9%4.5%2.5% 1.5%0.5%0.9% S=0.0020 3.0%5.6%2.1% 2.3% 2.1% 3. 2%S=0.0050S=0.0025 11.7%2.0%1.9% S=0.0200 S=0.0200 348.00 347.00 348.00 348.00 348.00 348.00 348.00 INV. 24" S 335.50 INSTALL OUTFALL STRUCTURE INV. 15" N 336.62 INV. 12" E 336.97 RIM: 348.97 INSTALL SDMH INV. 18" NW 336.10 INV. 15" S 336.45 INV. 18" E 336.99 RIM: 347.35 INSTALL SDMH INV. 18" SE 335.50 INSTALL OUTFALL STRUCTURE2 335.50 11.7%INV. 18" NE 335.50 INSTALL OUTFALL STRUCTURE2 INSTALL 231 LF OF 24"SD PIPE @ S=0.0020INSTALL 130 LF OF 18" SD PIPE @ S=0.0050 INSTALL 69 LF OF 18" SD PIPE @ S=0.0020 INSTALL 141 LF OF 18" SD PIPE @ S=0.0042 INSTALL 152 LF OF 18" SD PIPE @ S=0.0025 INSTALL 70 LF OF 15" SD PIPE @ S=0.0025 INSTALL 153 LF OF 12" SD PIPE @ S=0.0029 4 4 4 4 11 11 GRADING PLAN GENERAL NOTES 1. CURB & GUTTER AND THE ROAD SURFACE IMMEDIATELY ADJACENT TO A CURB RAMP ORACCESSIBLE ROUTE SHALL NOT EXCEED 5% WITHIN 4' OF THE BOTTOM OF THE CURB RAMP. LEVEL AND CLEAR LANDING, 4' DEEP AND WIDTH OF THE RAMP, IS NOT TO EXCEED 2%CROSS SLOPE IN ANY DIRECTION. 2. ALL ONSITE STORM DRAIN PIPES TO BE SDR-35 PVC. OFFSITE STORM DRAIN PIPES WILL BE RCP. 3. ALL SDMH TO BE INSTALLED PER CITY STD. SW-2. 4. ALL DI TO BE INSTALLED PER DETAIL X-1 GRADING PLAN KEYNOTES 1 SLOPE NOT TO EXCEED 2% IN ANY DIRECTION WITHIN 5' OF DOOR. SLOPENOT TO EXCEED 2% CROSS OR 5% RUNNING ALONG ACCESSIBLE EGRESS ROUTE 2 INSTALL OUTFALL STRUCTURE PER CITY STD. D-10 3 TRANSITION FROM ZERO-ELEVATION CURB TO 6" CURB 4 DOWNSPOUT W/ SPLASH GUARD; SEE ARCH. PLANS 5 WALKWAYS AT 2% MAX. CROSS-SLOPE 6 ADA PARKING AREA SLOPE NOT TO EXCEED 2% IN ANY DIRECTION 7 ADA PATH OF TRAVEL NOT TO EXCEED 2% IN ANY DIRECTION 8 CURB CUT PER DETAIL X-7 9 OFFSITE IMPROVEMENTS PER SEPARATE PLANS 10 TIE-IN TO SD. SEE ARCH. PLANS 11 INSTALL U-43 CATCH BASIN, OR APPROVED EQUAL PER DETAILS X-8 AND X-9 12 FF CONTROLS ELEVATION. CONTRACTOR TO VERIFY SLAB THICKNESS WITH STRUCTURALPLANS TO CONFIRM PAD GRADE PRIOR TO GRADING 13 INSTALL NDS SPEE-D LANDSCAPE DRAIN PER DETAILS X-11 & X-12 14 INSTALL DI PER DETAIL X-1 ADJUSTED (20% SHRINKAGE 1) ROUGH GRADING NUMBERS (CuYd) UNADJUSTED 31,981 (CUT)37,789 (CUT) CUT FILL NET 16,846 48,827 1 CONTRACTOR TO NOTIFY ENGINEER IF SHRINKAGE RATE IS >5% DISCREPANCY 14,038 48,827 GRADING PLAN LEGEND PROJECT LIMITS 2 REBAR CROSS-SECTION A-A N.T.S. 276'44' 44' TOE 335.50 TOE 335.50 HWL 342.00 HP 346.50 HWL 342.00 HP 346.50 INSTALL CHAIN LINK FENCE PER CITY STD. D-12 INSTALL CHAIN LINK FENCE PER CITY STD. D-12 4:14:1 12'12' DAYLIGHT TO EXIST. @ 5:1 MAX LENGTH VARIES DAYLIGHT TO EXIST. @ 5:1 MAX LENGTH VARIES CROSS-SECTION B-B N.T.S. INSTALL CHAIN LINK FENCE PER CITY STD. D-12 DAYLIGHT TO EXIST. @ 5:1 MAX LENGTH VARIES INSTALL CHAIN LINK FENCEPER CITY STD. D-12 44' 12'44' 12' HP 346.50 HWL 342.00 TOE 335.50 TOE 335.50 HWL 342.00 HP 346.50 55' 4:1 4:1 MATCHLINE - SEE SHEET C-4.3 23038 Mar 13, 2024 DRAWN PROJECT FOR CHECKED APPROVED DATE JOB NO SCALE SHEET NO. PROJECT ADDRESS PROJECT NAME This drawing is a property of 4CREEKS, Inc. and shall not be reproduced, copied, lent or disposed of directly or indirectly nor used for any purpose other than that for which it is specifically furnished and must be returned to 4CREEKS, Inc. on completion of work, if requested. Copyright 4CREEKS, Inc. NO. DATE BYREVISION SHEET TITLE Written dimensions on these drawings shall have precedence over scaled dimensions; contractor shall verify, and be responsible for, all dimensions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown on these drawings. Shop details must be submitted to this office for review before proceeding with fabrication. SEAL PREPARED BY Know what's below. before you dig.Call R DESIGNATION - P 1157 PID - AA9723 STATE/COUNTY - CA/KERN COUNTRY - US USGS QUAD - GOSFORD (2018) NAVD 88 - 344.1 (FEET) DESCRIPTION: FROM THE INTERSECTION OF HIGHWAYS 99 AND 119, DRIVE WEST ON HIGHWAY 119 FOR 3.9 MILES (6.3 KM) TO GOSFORD ROAD AND THE MARK ON THE LEFT, MARK IS LOCATED IN THE HEADWALL IN THE SOUTHWEST QUADRANT OF HIGHWAY 119 AND GOSFORD ROAD, 45 FEET (13.7 M) SOUTH OF THE CENTERLINE OF HIGHWAY 119, 58 FEET (17.7 M) WEST OF THE CENTERLINE OF GOSFORD ROAD, SET IN THE TOP OF A 12 INCH HEADWALL, 2 FEET (0.6 M) LOWER THAN ROAD, AND 1 FOOT (0.3 M) SOUTH OF THE NORTH END OF HEADWALL. BENCHMARK JF, RD EV, NM 8801 GOSFORD RD BAKERSFIELD, CA 93313 CITY RECORDS # 6.9-708 1" = 20'MATCHLINE - SEE SHEET C-4.2GRADING PLAN PROJECT BOUNDARY THIS SHEET SHEET 4.2 SHEET 4.3 SHEET 4.4 NORTH0' 20' 20'CG-4.1 3/1/24 23-40000052 03/13/24 TC 347.33 P 346.83 TC 346.46 FL 345.96 TC 347.34 FL 346.84 TC 347.35 FL 346.85 FF 349.00 C 349.00 FF 349.00 C 349.00 C 348.94 1 1 1 TC 346.50 C 346.00 SUMP 1 VREQUIRED = 572 cy VPROVIDED= 782 cy HP: 347.50 HWL 345.50 TOE: 344.00 SIDE SLOPE: 4:1 C 348.94 C 348.88 348.48C348.49C348.49C348.39 C348.67 C348.76C348.75C348.64C348.88EP348.96EP348.91EP348.93EP349.16EP349.13EP 349.20EP349.20EP349.23EP349.36EP349.49 EP349.60 EP349.70EP349.76EP347.90FL347.96FL348.13FL348.23 FL348.31FL348.47FL348.60FL348.69FL348.79FL348.09LIP348.13LIP348.33LIP348.38LIP348.50LIP348.63LIP348.76LIP348.87LIP348.92LIP 347.64OG 347.67 OG 347.82OG 347.94OG347.92 OG347.93OG 348.13OG 348.49OG348.72OG 348.45OG348.09OG 348.04OG348.44OG348.72OG 348.61 OG 348.45 OG348.10 OG 347.91 OG 348.62 OG348.50OG 348.37OG348.14 OG349.35OG 348.76OG 348.79OG348.67OG348.65 OG348.44OG 348.77OG 348.84 OG349.09OG348.71OG348.12OG348.13OG348.54OG348.64OG348.12OG 348.64OG349.04OG348.96 OG 349.14OG 348.97OG349.27OG349.18OG348.38OG347.94OG347.93OG 348.10OG348.38 OG348.86 OG348.77OG348.78OG348.60OG348.63 OG348.70OG348.76OG 348.86OG349.41 OG 348.24OG 349.39OG349.48 OG348.30OG 348.41OG349.63OG 348.55OG 350.07OG 349.68 OG348.68OG348.66OG349.54OG348.61 OG 349.98OG 348.72OG 349.32OG348.72 OG 350.05OG 348.91OG349.30OG349.05OG349.75OG348.56OG348.83OG 350.15OG 349.06OG349.12OG349.69 TC348.43TC349.71TC349.67 TC349.34TC 348.48TC348.60TC348.72TC349.90TC350.04 TC348.74TC350.19TC350.29 TC 348.89TC350.41TC 349.04TC349.17TC350.50TC350.56TC349.23TC349.57WALL(E) E(E) E(E) E (E) E (E) E (E) E(E) E (E) E (E) E (E) E(E) E (E) E (E) E (E) E (E) E(E) E (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG(E) AT&T-UG(E) AT&T-UG(E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UGEASEMENTIODPROPOSED LANDSCAPE SETBACKPROPOSED STREET R/WLIMIT OF ON-SITE IMPROVEMENTS OFF-SITE IMPROVEMENTS PER SEPARATE PLANS 9 GOSFORD ROADAPN: 54301005 (NOT A PART) THIS SUMP TO BE CONSTRUCTED PER CITY STD. D-9, D-10, D-12, AND D-13 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD18'' SD4'' SS 4'' SS 4'' SS 4'' SS4'' SS 4'' SS8'' SS8'' SS 8'' SS8'' SS8'' SS 8'' SS8'' SS8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS8'' SS 8'' SS 6'' NPW 12'' SD 10'' PWW 10'' PWW 10'' PWW 10'' PWW10'' PWW10'' PWW 10'' PWW 10'' PWW10'' PWW 10'' PWW 10'' PWW 10'' PWW10'' PWW14'' PWW 14'' PWW 14'' PWW14'' PWW 14'' PWW10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' NPW 8'' SD 8'' SD 8'' SD 18'' SD18'' SD 4'' SS4'' SS4'' SS 4'' SS 4'' SS 4'' SS 8'' SD8'' SD 12'' SD10'' F 10'' F 10'' F10'' F10'' F10'' F6'' N P W8'' W 8'' W8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' WGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 14'' PWW 14'' PWW 14'' PWW 14'' PWW 14'' PWW 14'' PWW 14'' PWW 14'' PWW 14'' PWW 14'' PWW 10'' PWW 10'' PWW 10'' PWW 10'' PWW 10'' PWW 10'' PWW 10'' PWW 10'' PWW 10'' PWW 10'' PWW 10'' PWW 6'' SD 6'' SD 6'' SD 6'' SD 4'' SD GAS GAS GAS1½'' W 1½'' W 1½'' W 1½'' W14'' PWW 14'' PWW 14'' PWW 14'' PWW 14'' PWW 14'' PWW14'' PWW14'' PWW 14'' PWW 1 4'' PWW 14'' PWW 14'' PWW 14'' PWW10'' PWW6'' SD 6'' SD6'' SDSD CONSTRUCTION PER SEPARATE PLANS PROPERTY LINE TC 346.85 P 346.35 TC 347.72 P 347.22 TC 347.35 P 346.85 TC 347.47 FL/C 346.97 TC 348.34 P/C 347.84 TC 347.73 C 347.23 TC 349.33 FL 348.83 TC 348.95 FL 348.45 TC 348.96 FL 348.46 TC 349.33 FL 348.83 GB TC 348.63 FL 348.13 TC 348.54 FL 348.04 TC 348.37 FL 347.87TC 348.04 FL 347.54CURB CUT TC 348.58 C 348.08 TC 346.50 P/C 346.00 TC 346.50 C 346.00 TC 346.50 P/C 346.00 C 346.06 FF 349.00 C 346.10 FF 349.00 C 349.00 TC 348.90 C 348.40 TC 348.40 C 348.40 TC 349.78 C 349.28 TC 349.68 C 349.18 TC 349.78 C 349.28 TC 349.68 C 349.18 C 348.94 FF 349.00 C 349.00 FF 349.00 C 349.00 FF 349.00 C 349.00 FF 349.00 C 349.00 FF 349.00 C 349.00 FF 349.00 C 349.00 FF 349.00 C 349.00 FF 349.00 C 349.00 FF 349.00 C 349.00 C 348.95 C 348.95 CR 349.29 TC 346.60 C 346.10 TC 346.60 C 346.10 TC 348.90 C 348.40 TC 348.90 C 348.40 TC 348.90 C 348.40 TC 349.22 FL 348.72 C 348.92 C 348.89 C 348.94 C 348.94 CR 347.18 CR 346.76 S =0 .0 0 9 0 S= 0.005 3FF : 349.00 PAD: 348.33 347.50 347.50 351.50 351.50 12 2.0%2.0%2.0%2.0%S=0.0020 S=0.0020 0.9%1.2% 2.5% 2.5% 0.9% 1.5%1.2%2.5%2.5%2.5%S=0.0020 S=0.00202.9% 3.0% 0.5% 3. 1% S=0.0200 S=0.0200 348.00 349.00 349.00 10 10 13 INV. 8" N 344.64 INV. 8" E 344.64 INV. 8" S 344.64 INSTALL TEE W/ SDCO INV. 6" S 346.50 RIM: 348.86 INSTALL NDS SPEE-D DRAIN INV. 6" N 346.15 INV. 12" W 337.48 INV. 6" S 346.15 INV. 4" E 345.26 RIM: 348.90 INSTALL SDMH INV. 18" W 337.50 RIM: 345.81 INSTALL DI CONNECT TO SD DOWNSPOUT CONNECT TO SD DOWNSPOUT INV. 8" S 344.88 INSTALL WYE SDCO INV. 6" W 347.50 RIM: 348.98 INSTALL NDS SPEE-D DRAIN INSTALL 107 LF OF 8" SD PIPE @ S=0.0059 INSTALL 35 LF OF 6" SD PIPE @ S=0.0100 INSTALL 52 LF OF 18" SD PIPE @ S=0.0025 INSTALL 48 LF OF 8"SD PIPE @ S=0.0050INSTALL 28 LF OF 12" SD PIPE @ S=0.0029 INSTALL 30 LF OF 8" SD PIPE @ S=0.00524 4 4 4 4 4 4 13 INSTALL 25 LF OF 12" SD PIPE @ S=0.0029 INV. 6" E 346.92 INV. 6" N 346.29 RIM: 348.11 INSTALL NDS SPEE-D DRAIN INSTALL 58 LF OF 6"SD PIPE @ S=0.0100 INSTALL 14 LF OF 6" SD PIPE @ S=0.0100 13 & GEOTEXTILE FABRIC INV. 8" W 344.01 END OF PIPE W/ RIPRAP & GEOTEXTILE FABRIC INV. 12" S 344.00 END OF PIPE W/ RIPRAP C 348.85 14 TC 347.69 AB 347.69 TC 348.18 P 347.68 TC 347.72 AB 347.72 TC 347.81 AB 347.81 TC 348.31 P 347.81 FF : 348.00 TC 348.34 FL 347.84FLUSH TC 348.21 FL 347.71FLUSH 2 REBAR GRADING PLAN GENERAL NOTES 1. CURB & GUTTER AND THE ROAD SURFACE IMMEDIATELY ADJACENT TO A CURB RAMP ORACCESSIBLE ROUTE SHALL NOT EXCEED 5% WITHIN 4' OF THE BOTTOM OF THE CURB RAMP. LEVEL AND CLEAR LANDING, 4' DEEP AND WIDTH OF THE RAMP, IS NOT TO EXCEED 2%CROSS SLOPE IN ANY DIRECTION. 2. ALL ONSITE STORM DRAIN PIPES TO BE SDR-35 PVC. OFFSITE STORM DRAIN PIPES WILL BE RCP. 3. ALL SDMH TO BE INSTALLED PER CITY STD. SW-2. 4. ALL DI TO BE INSTALLED PER DETAIL X-1 GRADING PLAN KEYNOTES 1 SLOPE NOT TO EXCEED 2% IN ANY DIRECTION WITHIN 5' OF DOOR. SLOPENOT TO EXCEED 2% CROSS OR 5% RUNNING ALONG ACCESSIBLE EGRESS ROUTE 2 INSTALL OUTFALL STRUCTURE PER CITY STD. D-10 3 TRANSITION FROM ZERO-ELEVATION CURB TO 6" CURB 4 DOWNSPOUT W/ SPLASH GUARD; SEE ARCH. PLANS 5 WALKWAYS AT 2% MAX. CROSS-SLOPE 6 ADA PARKING AREA SLOPE NOT TO EXCEED 2% IN ANY DIRECTION 7 ADA PATH OF TRAVEL NOT TO EXCEED 2% IN ANY DIRECTION 8 CURB CUT PER DETAIL X-7 9 OFFSITE IMPROVEMENTS PER SEPARATE PLANS 10 TIE-IN TO SD. SEE ARCH. PLANS 11 INSTALL U-43 CATCH BASIN, OR APPROVED EQUAL PER DETAILS X-8 AND X-9 12 FF CONTROLS ELEVATION. CONTRACTOR TO VERIFY SLAB THICKNESS WITH STRUCTURALPLANS TO CONFIRM PAD GRADE PRIOR TO GRADING 13 INSTALL NDS SPEE-D LANDSCAPE DRAIN PER DETAILS X-11 & X-12 14 INSTALL DI PER DETAIL X-1 GRADING PLAN LEGEND PROJECT LIMITSMATCHLINE - SEE SHEET C-4.123038 Mar 13, 2024 DRAWN PROJECT FOR CHECKED APPROVED DATE JOB NO SCALE SHEET NO. PROJECT ADDRESS PROJECT NAME This drawing is a property of 4CREEKS, Inc. and shall not be reproduced, copied, lent or disposed of directly or indirectly nor used for any purpose other than that for which it is specifically furnished and must be returned to 4CREEKS, Inc. on completion of work, if requested. Copyright 4CREEKS, Inc. NO. DATE BYREVISION SHEET TITLE Written dimensions on these drawings shall have precedence over scaled dimensions; contractor shall verify, and be responsible for, all dimensions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown on these drawings. Shop details must be submitted to this office for review before proceeding with fabrication. SEAL PREPARED BY Know what'sbelow. before you dig.Call R DESIGNATION - P 1157 PID - AA9723 STATE/COUNTY - CA/KERN COUNTRY - US USGS QUAD - GOSFORD (2018) NAVD 88 - 344.1 (FEET) DESCRIPTION: FROM THE INTERSECTION OF HIGHWAYS 99 AND 119, DRIVE WEST ON HIGHWAY 119 FOR 3.9 MILES (6.3 KM) TO GOSFORD ROAD AND THE MARK ON THE LEFT, MARK IS LOCATED IN THE HEADWALL IN THE SOUTHWEST QUADRANT OF HIGHWAY 119 AND GOSFORD ROAD, 45 FEET (13.7 M) SOUTH OF THE CENTERLINE OF HIGHWAY 119, 58 FEET (17.7 M) WEST OF THE CENTERLINE OF GOSFORD ROAD, SET IN THE TOP OF A 12 INCH HEADWALL, 2 FEET (0.6 M) LOWER THAN ROAD, AND 1 FOOT (0.3 M) SOUTH OF THE NORTH END OF HEADWALL. BENCHMARK JF, RD EV, NM 8801 GOSFORD RD BAKERSFIELD, CA 93313 CITY RECORDS # 6.9-708 1" = 20' PROJECT BOUNDARY THIS SHEET GRADING PLAN MATCHLINE - SEE SHEET C-4.4 SHEET 4.3 SHEET 4.4 SHEET 4.1 NORTH0' 20' 20'CG-4.2 3/1/24 23-40000052 03/13/24 TC 346.04 P 345.54 TC 346.01 FL 345.51 TC 344.27 FL 343.77 C 348.91 FF 349.00 C 349.00 FF : 349.00 PAD: 348.33 PHASE 1 BUILDINGPHASE 1 WAREHOUSE FF : 349.00 PAD: 346.00 PHASE 2 BUILDING FF : 349.00 PAD: 348.33 TC 345.92 FL 345.42CURB CUT TC 347.05 FL 346.55 347.22OG346.87 OG346.74OG346.62OG346.50OG346.37OG346.71OG 346.66OG346.78OG346.64OG 346.58OG 346.63OG346.61OG346.64OG 347.09OG347.34OG347.64OG347.45OG347.10OG346.86OG346.66OG346.48OG346.64OG346.92OG347.07OG 346.85OG346.65OG 346.72OG 347.00OG 347.26OG347.54OG 347.89OG(E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH(E) E-OH (E) E-OHSUMP 5 VREQUIRED = 140 cuYD VPROVIDED= 160 cuYD HP: 343.50 TOE: 342.00 SIDE SLOPE: 4:1 SUMP 4 VREQUIRED = 251 cuYD VPROVIDED= 256 cuYD HP: 345.00 TOE: 343.50 SIDE SLOPE: 4:1 THIS SUMP TO BE CONSTRUCTED PER CITY STD. D-9, D-10, D-12, AND D-13 THIS SUMP TO BE CONSTRUCTED PER CITY STD. D-9, D-10, D-12, AND D-13 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F4'' SS4'' SS 4'' SS 4'' SS 4'' SS 4'' SS10'' F 10'' F 10'' F10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F10'' F 10'24'' SD 24'' SD24'' SD 24'' SD 24'' SD 24'' SD 24'' SD 24'' SD24'' SD6'' F 6'' F 6'' F 6'' F 6'' F 24'' SD 24'' SD 24'' SD 24'' SD 24'' SDTC 347.05 P 346.55 TC 343.86 C 343.36 INV. 24" N 335.98 INV. 24" S 335.98 DI TC 346.04 P 345.54 TC 344.51 FL 344.01CURB CUT TC 345.10 P 344.60 TC 344.75 FL/C 344.25 TC 344.75 FL/C 344.25 FF 349.00 TC 345.50 C 345.00 FF 349.00 TC 345.50 C 345.00 FF 349.00 C 349.00C 348.94 C 344.57 FF 349.00 OG 349.00 TC 345.17 FL 344.67 TC 346.46 FL 345.96GB TC 347.05 P 346.55 GC TC 346.04 P 345.54GB TC 343.87 FL 343.37 INV. 24" N 336.43 INV. 24" S 336.43 DI TC 345.83 FL/P 345.33 TC 345.23 FL 344.73 C 348.94 TC 345.23 FL 344.73 TC 345.51 FL/P 345.01 C 344.25 C 349.00 12 12 12 1.0% 1.0% 1.0% 1.9 %1.9%0.8% 0.8% 2.8% 1.8%1.7%1.7%1.7%2.4%3.2%S=0.0098 S=0.0099 10.0%10.0%S=0.0020 S=0.0078 S=0.0020 2.5 % 2.8%1.4%1. 4%1.9%C/P 344.89 C 344.25 347.00 4INSTALL 225 LF OF 24" SD PIPE @ S=0.0020 INSTALL 8 LF OF 24" SD PIPE @ S=0.0020 INSTALL 146 LF OF 24" SD PIPE @ S=0.0020 INV. 24" N 336.72 INSTALL SD STUB 14 14 GRA D E B R E AK GRADE BREAK GRADE BREAK2 REBAR GRADING PLAN GENERAL NOTES 1. CURB & GUTTER AND THE ROAD SURFACE IMMEDIATELY ADJACENT TO A CURB RAMP ORACCESSIBLE ROUTE SHALL NOT EXCEED 5% WITHIN 4' OF THE BOTTOM OF THE CURB RAMP. LEVEL AND CLEAR LANDING, 4' DEEP AND WIDTH OF THE RAMP, IS NOT TO EXCEED 2%CROSS SLOPE IN ANY DIRECTION. 2. ALL ONSITE STORM DRAIN PIPES TO BE SDR-35 PVC. OFFSITE STORM DRAIN PIPES WILL BE RCP. 3. ALL SDMH TO BE INSTALLED PER CITY STD. SW-2. 4. ALL DI TO BE INSTALLED PER DETAIL X-1 GRADING PLAN KEYNOTES 1 SLOPE NOT TO EXCEED 2% IN ANY DIRECTION WITHIN 5' OF DOOR. SLOPENOT TO EXCEED 2% CROSS OR 5% RUNNING ALONG ACCESSIBLE EGRESS ROUTE 2 INSTALL OUTFALL STRUCTURE PER CITY STD. D-10 3 TRANSITION FROM ZERO-ELEVATION CURB TO 6" CURB 4 DOWNSPOUT W/ SPLASH GUARD; SEE ARCH. PLANS 5 WALKWAYS AT 2% MAX. CROSS-SLOPE 6 ADA PARKING AREA SLOPE NOT TO EXCEED 2% IN ANY DIRECTION 7 ADA PATH OF TRAVEL NOT TO EXCEED 2% IN ANY DIRECTION 8 CURB CUT PER DETAIL X-7 9 OFFSITE IMPROVEMENTS PER SEPARATE PLANS 10 TIE-IN TO SD. SEE ARCH. PLANS 11 INSTALL U-43 CATCH BASIN, OR APPROVED EQUAL PER DETAILS X-8 AND X-9 12 FF CONTROLS ELEVATION. CONTRACTOR TO VERIFY SLAB THICKNESS WITH STRUCTURALPLANS TO CONFIRM PAD GRADE PRIOR TO GRADING 13 INSTALL NDS SPEE-D LANDSCAPE DRAIN PER DETAILS X-11 & X-12 14 INSTALL DI PER DETAIL X-1 GRADING PLAN LEGEND PROJECT LIMITS MATCHLINE - SEE SHEET C-4.423038 Mar 13, 2024 DRAWN PROJECT FOR CHECKED APPROVED DATE JOB NO SCALE SHEET NO. PROJECT ADDRESS PROJECT NAME This drawing is a property of 4CREEKS, Inc. and shall not be reproduced, copied, lent or disposed of directly or indirectly nor used for any purpose other than that for which it is specifically furnished and must be returned to 4CREEKS, Inc. on completion of work, if requested. Copyright 4CREEKS, Inc. NO. DATE BYREVISION SHEET TITLE Written dimensions on these drawings shall have precedence over scaled dimensions; contractor shall verify, and be responsible for, all dimensions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown on these drawings. Shop details must be submitted to this office for review before proceeding with fabrication. SEAL PREPARED BY Know what's below. before you dig.Call R DESIGNATION - P 1157 PID - AA9723 STATE/COUNTY - CA/KERN COUNTRY - US USGS QUAD - GOSFORD (2018) NAVD 88 - 344.1 (FEET) DESCRIPTION: FROM THE INTERSECTION OF HIGHWAYS 99 AND 119, DRIVE WEST ON HIGHWAY 119 FOR 3.9 MILES (6.3 KM) TO GOSFORD ROAD AND THE MARK ON THE LEFT, MARK IS LOCATED IN THE HEADWALL IN THE SOUTHWEST QUADRANT OF HIGHWAY 119 AND GOSFORD ROAD, 45 FEET (13.7 M) SOUTH OF THE CENTERLINE OF HIGHWAY 119, 58 FEET (17.7 M) WEST OF THE CENTERLINE OF GOSFORD ROAD, SET IN THE TOP OF A 12 INCH HEADWALL, 2 FEET (0.6 M) LOWER THAN ROAD, AND 1 FOOT (0.3 M) SOUTH OF THE NORTH END OF HEADWALL. BENCHMARK JF, RD EV, NM 8801 GOSFORD RD BAKERSFIELD, CA 93313 CITY RECORDS # 6.9-708 1" = 20' PROJECT BOUNDARY THIS SHEET MATCHLINE - SEE SHEET C-4.1 GRADING PLAN SHEET 4.2 SHEET 4.4 SHEET 4.1 NORTH0' 20' 20'CG-4.3 3/1/24 23-40000052 03/13/24 TC 347.05 P 346.55 TC 346.01 FL 345.51 C 348.94 1 1 1 1 1 4' HIGH HILL 4:1 SIDE SLOPES FF : 349.00 PAD: 348.33 FF : 349.00 PAD: 348.33 PHASE 1 BUILDING PHASE 2 BUILDING FF : 349.00 PAD: 348.33 5.00'4.00' 5.00' 4.00'347.53 C347.62C347.60C347.54C347.54DI 348.12EP348.04EP348.09EP348.19EP348.25EP348.43 EP348.49EP348.68EP 348.81EP347.18FL347.05 FL347.11FL347.21FL347.31FL347.41FL347.55FL347.66FL347.81FL347.FL347.33LIP347.25LIP347.24LIP347.39LIP347.47LIP347.56LIP347.73LIP347.83LIP347.95 LIP348.0LIP347.52 OG347.38 OG347.31OG347.52 OG347.23OG 347.46 OG347.42OG347.47OG347.55 OG347.54OG347.69OG347.33 OG347.53 OG 347.78OG 347.98OG347.53OG347.48OG 347.72OG347.69OG347.82OG347.73OG347.77OG347.90OG347.78OG 347.85OG 347.64OG347.58OG 348.14OG 348.40OG 349OG347.46OG348.74 OG 348.48 OG 347.26OG348.82OG349.16OG347.51OG348.73 OG348.65OG347.52OG349.27OGOG347.68OG348.68 OG 348.89OG347.72OG 349.35OG349.01OG347.81 OG349.24OG349.19OG 347.93OG349.03OG349.12OG348.03OG349.44OG 347.66TC348.98 TC348.87 TC347.51TC347.57TC 348.93TC348.98TC347.65TC347.80TC349.08TC349.24TC347.90TC348.04TC349.32TC 349.50 TC348.17TC348.30TC349.63 TCTC(E) E(E) E(E) E (E) E (E) E (E) E(E) E (E) E (E) E (E) E (E) E (E) E(E) E (E) E (E) E (E) E (E) E AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-UG (E) AT&T-EASEMENTIODPROPOSED LANDSCAPE SETBACKPROPOSED STREET R/W 9 LIMIT OF ON-SITE IMPROVEMENTS OFF-SITE IMPROVEMENTS PER SEPARATE PLANS GOSFORD ROAD18'' SD 18'' SD 18'' SD 18'' SD 18'' SD18'' SD18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD18'' SD 10'' F 10'' F 10'' F 10'' F10'' F 10'' F 10'' F10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 18'' SD 18'' SD 18'' SD 18'' SD 18'' S D 18'' SD 18'' SD 18'' SD 8'' SD 8'' SD 8'' SD 10'' PWW 10'' PWW 10'' PWW 10'' PWW 10'' PWW 10'' PWW 10'' PWW 10'' PWW 10'' PWW10'' PWW10'' PWW 10'' PWW1014'' PWW 14'' PWW 14'' PWW 14'' PWW 14'' PWW 14'' PWW 14'' PWW 14'' PWW 14'' PWW14'' PWW4'' SS4'' SS 4'' SS 4'' SS8'' SD12''12'' SD 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F 10'' F10'' F 10'' F 10'' F 10'' F8'' SD 14'' PWW 14'' PWWSD CONSTRUCTION PER SEPARATE PLANS TC 347.05 FF 349.00 C 349.00 FF 349.00 C 349.00 C 348.94 FF 349.00 C 349.00 C 348.80 TC/C 348.59 P 348.09 GB C 348.73 TC 348.69 P 348.19 TC 348.69 P 348.19 TC 348.69 P 348.19 TC 348.69 P/C 348.19 TC 348.96 P/C 348.46 TC 349.11 P 348.61 AC DIKE TC 349.03 P 348.53 AC DIKE TC 348.50 FL 348.00 TC 348.47 FL 347.97TC 348.17 FL 347.67 TC 348.15 FL 347.65 TC 348.14 FL 347.64 TC 348.13 FL 347.63 TC 348.08 FL/P 347.58 TC 348.16 P/C 347.66 TC 348.19 P/C 348.19 TC 348.19 P/C 348.19 TC 348.51 P 348.01 TC 347.05 P 346.55 TC 346.37 FL 345.87 TC 347.54 P 347.04 TC 346.93 FL 346.43 TC 348.09 P 347.59 TC 346.93 FL 346.93 TC 347.53 FL 347.03 END C&G TC 348.19 P 347.69 TC 347.58 P 347.08 AC DIKE TC 347.52 FL 347.02AC DIKE TC 347.52 FL 347.02 TC 347.17 FL 346.67 TC 347.17 FL 346.67 TC 347.17 C 346.67TC 347.17 C 346.67 TC 347.52 P 347.02 TC 347.52 FL 347.02AC DIKE TC 347.58 P 347.08 AC DIKE TC 348.24 P 347.74 AC DIKE FL 346.49 FL 346.57 TC 347.52 FL 347.02 TC 347.52 FL 347.02 TC 347.17 FL 346.67 TC 347.17 FL 346.67 FL 346.49 FL 346.57 TC 347.17 FL 346.67 TC 347.17 FL 346.67 TC 347.52 FL 347.02 TC 347.52 FL 347.02 TC 347.52 FL 347.02 TC 347.52 FL 347.02 TC 347.17 FL 346.67 TC 347.17 FL 346.67 FL 346.57 FL 346.49 TC 347.52 FL 347.02 TC 347.52 FL 347.02 TC 347.17 FL 346.67 TC 347.17 FL 346.67 TC 348.24 P 347.74 TC 348.24 P 347.74 TC 348.31 P 347.81 TC 348.51 FL 348.01 TC 348.27 C 347.77 TC 348.51 C 348.01 TC 348.51 C 348.01 TC 348.86 C 348.36 TC 349.05 C 348.55 FF 349.00 C 349.00 FF 349.00 C 349.00 FF 349.00 C 349.00 FF 349.00 C 349.00 FF 349.00 C 349.00 FF 349.00 C 349.00 C 348.96 C 348.94 FF 349.00 C 349.00 C 348.80 TC 348.51 P 348.01 TC 347.56 FL 347.06 TC 348.19 FL 347.69 CR 347.76CR 347.40 CR 347.76 CR 347.76 CR 347.40 CR 347.76 C 347.74 C 348.55 TC 348.55 FL 348.05GB 11 12 12 12 1.5%1.5%1.5%1.6%2.2%1.5%1.7% 2.1%2.1%2.1%2.1%2.3%2.5% 2.5 %2.1%2.0%2.0%2.1%2.1% 2.1%2.1%2.1%2.1%2.1%2.1%2.1%2.1%2.2%2.3%2.1%2.2%S=0.0050 S=0.0050 S=0.0050 S=0.0050 S=0.0050 S=0.0050 S=0.0050 S=0.0050 S=0.0050 S=0.00501.5%1.5%1.5%1.5%1.0%1.0%2.9%2.3%2.0%1.7%1.8%10.0%1.5%1.5%1.5%1.0%1.0%1.0%1.2% 1.1 % 0.5% 0.5%1.2%1.2%1.2%S=0.00302.5%3.8%S=0.0020 S=0.0020 FUTURE PARKING LOT 351.50 351.50 347.50347.50 351.50 351.50 348.00 INV. 8" E 345.48 INSTALL WYE SDCO CONNECT TO SD DOWNSPOUT CONNECT TO SD DOWNSPOUT INV. 8" N 345.07 INV. 8" W 345.07 INV. 8" E 345.07 INSTALL TEE W/ WYE SDCO INV. 18" SE 344.16 RIM: 347.66 INSTALL DI INV. 18" S 342.89 INV. 18" NW 342.99 RIM: 346.49 INSTALL DI INV. 18" S 342.75 INV. 18" N 342.75 RIM: 346.49 INSTALL DI INV. 18" S 342.61 INV. 18" N 342.61 RIM: 346.49 INSTALL DI INV. 18" E 338.19 INV. 18" N 342.58 INV. 18" S 338.09 RIM: 346.33 INSTALL CATCH BASIN INV. 12" N 344.17 INSTALL SD STUB INSTALL SD STUB10 INSTALL 83 LF OF 8" SD PIPE @ S=0.0050 INSTALL 92 LF OF 18" SD PIPE @ S=0.0127 INSTALL 69 LF OF 18" SD PIPE @ S=0.0020 INSTALL 69 LF OF 18" SD PIPE @ S=0.0020 INSTALL 18 LF OF 18" SD PIPE @ S=0.0020 INSTALL 40 LF OF 12" SD PIPE @ S=0.0029 4 4 CONNECT TO SD DOWNSPOUT CONNECT TO SD DOWNSPOUT INV. 8" W 345.33 INSTALL WYE SDCO INSTALL 53 LF OF 8" SD PIPE @ S=0.0050 4 4 INSTALL 52 LF OF 8" SD PIPE @ S=0.0052 14 14 14 14 GRADE B R E A K INV. 18" N 338.00 INSTALL OUTFALL STRUCTURE INSTALL 46 LF OF 18" SD PIPE @ S=0.0020 2 TC 347.42 FL 346.92FLUSH TC 347.53 FL 347.03FLUSH 2 REBAR SUMP 3 VREQUIRED = 870 cy VPROVIDED= 889 cy HP: 345.50 HWL 339.50 TOE: 338.00 SIDE SLOPE: 4:1 347.26 OG 347.16OG347.22 OG THIS SUMP TO BE CONSTRUCTED PER CITY STD. D-9, D-10, D-12, AND D-13 INV. 18" N 338.00 2 GRADING PLAN GENERAL NOTES 1. CURB & GUTTER AND THE ROAD SURFACE IMMEDIATELY ADJACENT TO A CURB RAMP ORACCESSIBLE ROUTE SHALL NOT EXCEED 5% WITHIN 4' OF THE BOTTOM OF THE CURB RAMP. LEVEL AND CLEAR LANDING, 4' DEEP AND WIDTH OF THE RAMP, IS NOT TO EXCEED 2%CROSS SLOPE IN ANY DIRECTION. 2. ALL ONSITE STORM DRAIN PIPES TO BE SDR-35 PVC. OFFSITE STORM DRAIN PIPES WILL BE RCP. 3. ALL SDMH TO BE INSTALLED PER CITY STD. SW-2. 4. ALL DI TO BE INSTALLED PER DETAIL X-1 GRADING PLAN KEYNOTES 1 SLOPE NOT TO EXCEED 2% IN ANY DIRECTION WITHIN 5' OF DOOR. SLOPENOT TO EXCEED 2% CROSS OR 5% RUNNING ALONG ACCESSIBLE EGRESS ROUTE 2 INSTALL OUTFALL STRUCTURE PER CITY STD. D-10 3 TRANSITION FROM ZERO-ELEVATION CURB TO 6" CURB 4 DOWNSPOUT W/ SPLASH GUARD; SEE ARCH. PLANS 5 WALKWAYS AT 2% MAX. CROSS-SLOPE 6 ADA PARKING AREA SLOPE NOT TO EXCEED 2% IN ANY DIRECTION 7 ADA PATH OF TRAVEL NOT TO EXCEED 2% IN ANY DIRECTION 8 CURB CUT PER DETAIL X-7 9 OFFSITE IMPROVEMENTS PER SEPARATE PLANS 10 TIE-IN TO SD. SEE ARCH. PLANS 11 INSTALL U-43 CATCH BASIN, OR APPROVED EQUAL PER DETAILS X-8 AND X-9 12 FF CONTROLS ELEVATION. CONTRACTOR TO VERIFY SLAB THICKNESS WITH STRUCTURALPLANS TO CONFIRM PAD GRADE PRIOR TO GRADING 13 INSTALL NDS SPEE-D LANDSCAPE DRAIN PER DETAILS X-11 & X-12 14 INSTALL DI PER DETAIL X-1 GRADING PLAN LEGEND PROJECT LIMITSMATCHLINE - SEE SHEET C-4.323038 Mar 13, 2024 DRAWN PROJECT FOR CHECKED APPROVED DATE JOB NO SCALE SHEET NO. PROJECT ADDRESS PROJECT NAME This drawing is a property of 4CREEKS, Inc. and shall not be reproduced, copied, lent or disposed of directly or indirectly nor used for any purpose other than that for which it is specifically furnished and must be returned to 4CREEKS, Inc. on completion of work, if requested. Copyright 4CREEKS, Inc. NO. DATE BYREVISION SHEET TITLE Written dimensions on these drawings shall have precedence over scaled dimensions; contractor shall verify, and be responsible for, all dimensions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown on these drawings. Shop details must be submitted to this office for review before proceeding with fabrication. SEAL PREPARED BY Know what'sbelow. before you dig.Call R DESIGNATION - P 1157 PID - AA9723 STATE/COUNTY - CA/KERN COUNTRY - US USGS QUAD - GOSFORD (2018) NAVD 88 - 344.1 (FEET) DESCRIPTION: FROM THE INTERSECTION OF HIGHWAYS 99 AND 119, DRIVE WEST ON HIGHWAY 119 FOR 3.9 MILES (6.3 KM) TO GOSFORD ROAD AND THE MARK ON THE LEFT, MARK IS LOCATED IN THE HEADWALL IN THE SOUTHWEST QUADRANT OF HIGHWAY 119 AND GOSFORD ROAD, 45 FEET (13.7 M) SOUTH OF THE CENTERLINE OF HIGHWAY 119, 58 FEET (17.7 M) WEST OF THE CENTERLINE OF GOSFORD ROAD, SET IN THE TOP OF A 12 INCH HEADWALL, 2 FEET (0.6 M) LOWER THAN ROAD, AND 1 FOOT (0.3 M) SOUTH OF THE NORTH END OF HEADWALL. BENCHMARK JF, RD EV, NM 8801 GOSFORD RD BAKERSFIELD, CA 93313 CITY RECORDS # 6.9-708 1" = 20' MATCHLINE - SEE SHEET C-4.2 GRADING PLAN PROJECT BOUNDARY THIS SHEET SHEET 4.2 SHEET 4.3 SHEET 4.1 NORTH0' 20' 20'CG-4.4 3/1/24 23-40000052 03/13/24 18'' SD 18'' SD18'' S D15'' SD8'' SD 12'' SD 12'' SD 12'' SD 24'' SD 24'' SD 24'' SD 24'' SD24'' SD 24'' SD 24'' SD 24'' SD18' ' S D 18 ' ' S D 8'' SD 18'' SD18'' SD 18'' SD 18'' SD 18'' SD 18'' S D 12'' SD6'' SD 6'' SD 6'' SD24'' SD 24'' SD 1 2 1 2 1 2 5 5 5 5 5 5 5 5 5 7 7 7 7 5 5 5 5 5 5 5 5 LEGEND SILT FENCE LIMITS OF SOIL DISTURBANCE DIRECTION OF FLOW FIBER ROLL GRAVEL BAGS - CHECK DAM GRAVEL BAGS - INLET PROTECTION EROSION CONTROL PLAN KEYNOTES ~~~1 LIMITS OF SOIL DISTURBANCE 2 INSTALL SILT FENCE 3 NOT USED 4 NOT USED 5 INSTALL GRAVEL BAGS FOR INLET PROTECTION, TYP. AT ALL DRAINAGE INLETS & CURBCUTS 6 PROVIDE 50' X 10' TEMP. CONSTRUCTION ENTRANCE 7 FOR SMALLER LANDSCAPE DRAINS, INSTALL FILTER FABRIC UNDER DRAIN GRATE TO FILTER OUT SEDIMENT 1. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE QUALLIFIED SWPPP DEVELOPER (QSD) OR THE QUALIFIED SWPPP PRACTITIONER (QSP). 2. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE COMPLETION OF EACH WORKING DAY OR EROSION CONTROL BMP'S MUST BE IN PLACE. (EC1-EC13) 3. THE USE OF A GRAVEL BLANKET AT CONSTRUCTION ENTRANCES WITH PUBLIC ROADS IS REQUIRED AT ALL TIMES DURING CONSTRUCTION. (TC-1) 4. THE CONTRACTOR SHALL RESTRICT TRAFFIC AND POST 15 MPH SPEED LIMITS ON THE SITE TO REDUCE DUST. (WE-1) 5. THE CONTRACTOR SHALL WATER THE SITE AS NEEDED TO ELIMINATE DUST. (MINIMUM OF 650 GALLONS/AC. AND ONCE DAILY, WE-1) 6. CONSTRUCTION EQUIPMENT SHALL BE PARKED, WHEN NOT IN USE AND FOR MAINTENANCE, IN DESIGNATED AREA. (NS-8,10) 7. SILT FENCING, STRAW BALES AND SANDBAGS WILL BE INSTALLED AS DIRECTED BY THE QSD/QSP, AS NEEDED. (SE-1, SE-5, SE-6, SE-8, SE-9) 8. EXCEPT AS OTHERWISE APPROVED BY THE QSD/QSP, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY OR ON WEEKENDS WHEN THE 48-HOUR RAIN PROBABILITY FORECAST EXCEEDS 50%. 9. ALL LOOSE SOIL AND DEBRIS, WHICH MAY CREATE A POTENTIAL HAZARD TO OFFSITE PROPERTY, SHALL BE REMOVED FROM THE SITE AS DIRECTED BY THE QSP. 10. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE WITHIN THE SITE IS AT THE DISCRETION OF THE QSP. 11. EROSION CONTROL DEVICES WILL BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES AND PLANS OF THESE CHANGES SUBMITTED FOR APPROVAL AS REQUIRED. WDID # 5F15C401841 LEGENDSTORMWATER POLLUTION PREVENTION NOTES DUST CONTROL NOTES 12. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM. 13. THIS PLAN HAS BEEN CREATED AS A BEGINNING CONCEPT ONLY. IF BMP'S SHOWN ARE DEEMED INEFFECTIVE OR UNNECESSARY, QSP IS TO REMOVE OR SELECT ALTERNATIVE BMP'S FROM CASQA'S HANDBOOK AND REDLINE THIS PLAN AS NEEDED. 14. WHILE NOT ALL THE LISTED BMP'S ARE NOT INCLUDED IN THE SPECIFIC TEXT OF THE EROSION CONTROL PLAN, MANY OF THESE ITEMS ARE STILL NECESSARY TO ADDRESS SPECIFIC CONSTRUCTION PROCEDURES THE CONTRACTOR PLANS TO IMPLEMENT. THESE ITEMS SUCH AS REFUELING STATIONS, BATCH PLANTS, WASTE FACILITIES AND THE LIKE ARE NOT SPECIFICALLY SITED ON THE PLAN BUT STILL ARE REQUIRED TO BE ADDRESSED BY THE CONTRACTOR BASED ON THE CONTRACTORS PLANNED LOCATIONS. 15.ALL BMP'S MAY NOT BE LISTED ON THIS EROSION CONTROL PLAN. THE CONTRACTOR IS REFERRED TO BE FAMILIAR WITH THE SWPPP DOCUMENTS FOR THE SITE, AS IT MAY INCLUDE ADDITIONAL NECESSARY BMP'S. CONSTRUCTION OF THE PROJECT REQUIRES THE IMPLEMENTATION OF CONTROL MEASURES RECOMMENDED BY THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT THAT CAN REDUCE FUGITIVE DUST EMISSIONS ASSOCIATED WITH THIS PROJECT: A. ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES, SHALL BE EFFECTIVELY STABALIZED OF DUST EMISSIONS USING WATER, COVERED WITH A TARP OR OTHER SUITABLE COVER, OR VEGETATIVE GROUND COVER. B. ALL ONSITE UNPAVED ROADS AND OFFSITE UNPAVED ACCESS ROADS SHALL BE EFFECTIVELY STABALIZED OF DUST EMISSIONS USING WATER. C. ALL LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION, LAND LEVELING, GRADING, CUT & FILL, AND DEMOLITION ACTIVITIES SHALL BE EFFECTIVELY CONTROLLED OF FUGITIVE DUST EMISSIONS UTILIZING APPLICATION OF WATER OR BY PRESOAKING. D.WHEN MATERIALS ARE TRANSPORTED OFFSITE, ALL MATERIAL SHALL BE COVERED, OR EFFECTIVELY WETTED TO LIMIT VISIBLE DUST EMISSIONS, AND AT LEAST SIX INCHES OF FREEBOARD SPACE FROM TOP OF THE CONTAINER SHALL BE MAINTAINED. E. ALL OPERATIONS SHALL LIMIT OR EXPEDITIOUSLY REMOVE THE ACCUMULATION OF MUD OR TRACKOUT FROM ADJACENT PUBLIC STREETS AT THE END OF EACH WORKDAY. (USING A PMIO-EFFICIENT METHOD, SE-7) F. FOLLOWING THE ADDITION OF MATERIALS TO, OR THE REMOVAL OF MATERIALS FROM, THE SURFACE OF OUTDOOR STORAGE PILES, SAID PILES SHALL BE EFFECTIVELY STABALIZED OF FUGITIVE DUST EMISSIONS USING SUFFICIENT WATER AND COVERING. G. ASPHALT-CONCRETE PAVING SHALL COMPLY WITH BMP THAT PREVENT INFILTRATION OF PAVING MATERIALS AND RUNOFF INTO STORM DRAIN SYSTEMS. (NS-3) H. CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). I. LIMIT CONSTRUCTION RELATED VEHICLE SPEEDS TO 15 MPH ON ALL UNPAVED AREAS AT THE CONSTRUCTION SITE. J. ALL DUST CONTROL MEASURES ARE NOT NECESSARILY LISTED HERE ON THIS PLAN, THE CONTRACTOR IS REFERRED TO THE DUST CONTROL PLAN FOR THIS PROJECT AND/OR SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT RULES TO CHECK COMPLIANCE. DISTURBED AREA: AREA DISTURBED - 28.84 ACRES 1 2 1 2 1 2 2 1 MATCHLINE - SEE SHEET C-5.2 23038 Mar 13, 2024 DRAWN PROJECT FOR CHECKED APPROVED DATE JOB NO SCALE SHEET NO. PROJECT ADDRESS PROJECT NAME This drawing is a property of 4CREEKS, Inc. and shall not be reproduced, copied, lent or disposed of directly or indirectly nor used for any purpose other than that for which it is specifically furnished and must be returned to 4CREEKS, Inc. on completion of work, if requested. Copyright 4CREEKS, Inc. NO. DATE BYREVISION SHEET TITLE Written dimensions on these drawings shall have precedence over scaled dimensions; contractor shall verify, and be responsible for, all dimensions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown on these drawings. Shop details must be submitted to this office for review before proceeding with fabrication. SEAL PREPARED BY Know what's below. before you dig.Call R DESIGNATION - P 1157 PID - AA9723 STATE/COUNTY - CA/KERN COUNTRY - US USGS QUAD - GOSFORD (2018) NAVD 88 - 344.1 (FEET) DESCRIPTION: FROM THE INTERSECTION OF HIGHWAYS 99 AND 119, DRIVE WEST ON HIGHWAY 119 FOR 3.9 MILES (6.3 KM) TO GOSFORD ROAD AND THE MARK ON THE LEFT, MARK IS LOCATED IN THE HEADWALL IN THE SOUTHWEST QUADRANT OF HIGHWAY 119 AND GOSFORD ROAD, 45 FEET (13.7 M) SOUTH OF THE CENTERLINE OF HIGHWAY 119, 58 FEET (17.7 M) WEST OF THE CENTERLINE OF GOSFORD ROAD, SET IN THE TOP OF A 12 INCH HEADWALL, 2 FEET (0.6 M) LOWER THAN ROAD, AND 1 FOOT (0.3 M) SOUTH OF THE NORTH END OF HEADWALL. BENCHMARK JF, RD EV, NM 8801 GOSFORD RD BAKERSFIELD, CA 93313 CITY RECORDS # 6.9-708 EROSION CONTROL PLAN 1" = 40' PROJECT BOUNDARY THIS SHEET SHEET 5.2 MATCHLINE - SEE BELOW LEFT NORTH0' 40'40'MATCHLINE - SEE ABOVE RIGHT0' NORTH 40 40 CG-5.1 3/1/24 23-40000052 03/13/24 1 2 1 2 1 2 6 LEGEND SILT FENCE LIMITS OF SOIL DISTURBANCE DIRECTION OF FLOW FIBER ROLL GRAVEL BAGS - CHECK DAM GRAVEL BAGS - INLET PROTECTION EROSION CONTROL PLAN KEYNOTES ~~~1 LIMITS OF SOIL DISTURBANCE 2 INSTALL SILT FENCE 3 NOT USED 4 NOT USED 5 INSTALL GRAVEL BAGS FOR INLET PROTECTION, TYP. AT ALL DRAINAGE INLETS & CURB CUTS 6 PROVIDE 50' X 10' TEMP. CONSTRUCTION ENTRANCE 7 FOR SMALLER LANDSCAPE DRAINS, INSTALL FILTER FABRIC UNDER DRAIN GRATE TO FILTEROUT SEDIMENT 1. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE QUALLIFIED SWPPP DEVELOPER (QSD) OR THE QUALIFIED SWPPP PRACTITIONER (QSP). 2. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE COMPLETION OF EACH WORKING DAY OR EROSION CONTROL BMP'S MUST BE IN PLACE. (EC1-EC13) 3. THE USE OF A GRAVEL BLANKET AT CONSTRUCTION ENTRANCES WITH PUBLIC ROADS IS REQUIRED AT ALL TIMES DURING CONSTRUCTION. (TC-1) 4. THE CONTRACTOR SHALL RESTRICT TRAFFIC AND POST 15 MPH SPEED LIMITS ON THE SITE TO REDUCE DUST. (WE-1) 5. THE CONTRACTOR SHALL WATER THE SITE AS NEEDED TO ELIMINATE DUST. (MINIMUM OF 650 GALLONS/AC. AND ONCE DAILY, WE-1) 6. CONSTRUCTION EQUIPMENT SHALL BE PARKED, WHEN NOT IN USE AND FOR MAINTENANCE, IN DESIGNATED AREA. (NS-8,10) 7. SILT FENCING, STRAW BALES AND SANDBAGS WILL BE INSTALLED AS DIRECTED BY THE QSD/QSP, AS NEEDED. (SE-1, SE-5, SE-6, SE-8, SE-9) 8. EXCEPT AS OTHERWISE APPROVED BY THE QSD/QSP, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY OR ON WEEKENDS WHEN THE 48-HOUR RAIN PROBABILITY FORECAST EXCEEDS 50%. 9. ALL LOOSE SOIL AND DEBRIS, WHICH MAY CREATE A POTENTIAL HAZARD TO OFFSITE PROPERTY, SHALL BE REMOVED FROM THE SITE AS DIRECTED BY THE QSP. 10. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE WITHIN THE SITE IS AT THE DISCRETION OF THE QSP. 11. EROSION CONTROL DEVICES WILL BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES AND PLANS OF THESE CHANGES SUBMITTED FOR APPROVAL AS REQUIRED. WDID # 5F15C401841 LEGENDSTORMWATER POLLUTION PREVENTION NOTES DUST CONTROL NOTES 12. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM. 13. THIS PLAN HAS BEEN CREATED AS A BEGINNING CONCEPT ONLY. IF BMP'S SHOWN ARE DEEMED INEFFECTIVE OR UNNECESSARY, QSP IS TO REMOVE OR SELECT ALTERNATIVE BMP'S FROM CASQA'S HANDBOOK AND REDLINE THIS PLAN AS NEEDED. 14. WHILE NOT ALL THE LISTED BMP'S ARE NOT INCLUDED IN THE SPECIFIC TEXT OF THE EROSION CONTROL PLAN, MANY OF THESE ITEMS ARE STILL NECESSARY TO ADDRESS SPECIFIC CONSTRUCTION PROCEDURES THE CONTRACTOR PLANS TO IMPLEMENT. THESE ITEMS SUCH AS REFUELING STATIONS, BATCH PLANTS, WASTE FACILITIES AND THE LIKE ARE NOT SPECIFICALLY SITED ON THE PLAN BUT STILL ARE REQUIRED TO BE ADDRESSED BY THE CONTRACTOR BASED ON THE CONTRACTORS PLANNED LOCATIONS. 15. ALL BMP'S MAY NOT BE LISTED ON THIS EROSION CONTROL PLAN. THE CONTRACTOR IS REFERRED TO BE FAMILIAR WITH THE SWPPP DOCUMENTS FOR THE SITE, AS IT MAY INCLUDE ADDITIONAL NECESSARY BMP'S. CONSTRUCTION OF THE PROJECT REQUIRES THE IMPLEMENTATION OF CONTROL MEASURES RECOMMENDED BY THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT THAT CAN REDUCE FUGITIVE DUST EMISSIONS ASSOCIATED WITH THIS PROJECT: A. ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES, SHALL BE EFFECTIVELY STABALIZED OF DUST EMISSIONS USING WATER, COVERED WITH A TARP OR OTHER SUITABLE COVER, OR VEGETATIVE GROUND COVER. B. ALL ONSITE UNPAVED ROADS AND OFFSITE UNPAVED ACCESS ROADS SHALL BE EFFECTIVELY STABALIZED OF DUST EMISSIONS USING WATER. C. ALL LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION, LAND LEVELING, GRADING, CUT & FILL, AND DEMOLITION ACTIVITIES SHALL BE EFFECTIVELY CONTROLLED OF FUGITIVE DUST EMISSIONS UTILIZING APPLICATION OF WATER OR BY PRESOAKING. D. WHEN MATERIALS ARE TRANSPORTED OFFSITE, ALL MATERIAL SHALL BE COVERED, OR EFFECTIVELY WETTED TO LIMIT VISIBLE DUST EMISSIONS, AND AT LEAST SIX INCHES OF FREEBOARD SPACE FROM TOP OF THE CONTAINER SHALL BE MAINTAINED. E. ALL OPERATIONS SHALL LIMIT OR EXPEDITIOUSLY REMOVE THE ACCUMULATION OF MUD OR TRACKOUT FROM ADJACENT PUBLIC STREETS AT THE END OF EACH WORKDAY. (USING A PMIO-EFFICIENT METHOD, SE-7) F. FOLLOWING THE ADDITION OF MATERIALS TO, OR THE REMOVAL OF MATERIALS FROM, THE SURFACE OF OUTDOOR STORAGE PILES, SAID PILES SHALL BE EFFECTIVELY STABALIZED OF FUGITIVE DUST EMISSIONS USING SUFFICIENT WATER AND COVERING. G. ASPHALT-CONCRETE PAVING SHALL COMPLY WITH BMP THAT PREVENT INFILTRATION OF PAVING MATERIALS AND RUNOFF INTO STORM DRAIN SYSTEMS. (NS-3) H. CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). I. LIMIT CONSTRUCTION RELATED VEHICLE SPEEDS TO 15 MPH ON ALL UNPAVED AREAS AT THE CONSTRUCTION SITE. J. ALL DUST CONTROL MEASURES ARE NOT NECESSARILY LISTED HERE ON THIS PLAN, THE CONTRACTOR IS REFERRED TO THE DUST CONTROL PLAN FOR THIS PROJECT AND/OR SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT RULES TO CHECK COMPLIANCE. DISTURBED AREA: AREA DISTURBED - 28.84 ACRES MATCHLINE - SEE SHEET C-5.1 23038 Mar 13, 2024 DRAWN PROJECT FOR CHECKED APPROVED DATE JOB NO SCALE SHEET NO. PROJECT ADDRESS PROJECT NAME This drawing is a property of 4CREEKS, Inc. and shall not be reproduced, copied, lent or disposed of directly or indirectly nor used for any purpose other than that for which it is specifically furnished and must be returned to 4CREEKS, Inc. on completion of work, if requested. Copyright 4CREEKS, Inc. NO. DATE BYREVISION SHEET TITLE Written dimensions on these drawings shall have precedence over scaled dimensions; contractor shall verify, and be responsible for, all dimensions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown on these drawings. Shop details must be submitted to this office for review before proceeding with fabrication. SEAL PREPARED BY Know what's below. before you dig.Call R DESIGNATION - P 1157 PID - AA9723 STATE/COUNTY - CA/KERN COUNTRY - US USGS QUAD - GOSFORD (2018) NAVD 88 - 344.1 (FEET) DESCRIPTION: FROM THE INTERSECTION OF HIGHWAYS 99 AND 119, DRIVE WEST ON HIGHWAY 119 FOR 3.9 MILES (6.3 KM) TO GOSFORD ROAD AND THE MARK ON THE LEFT, MARK IS LOCATED IN THE HEADWALL IN THE SOUTHWEST QUADRANT OF HIGHWAY 119 AND GOSFORD ROAD, 45 FEET (13.7 M) SOUTH OF THE CENTERLINE OF HIGHWAY 119, 58 FEET (17.7 M) WEST OF THE CENTERLINE OF GOSFORD ROAD, SET IN THE TOP OF A 12 INCH HEADWALL, 2 FEET (0.6 M) LOWER THAN ROAD, AND 1 FOOT (0.3 M) SOUTH OF THE NORTH END OF HEADWALL. BENCHMARK JF, RD EV, NM 8801 GOSFORD RD BAKERSFIELD, CA 93313 CITY RECORDS # 6.9-708 EROSION CONTROL PLAN 1" = 40' PROJECT BOUNDARY THIS SHEET SHEET 5.1 NORTH0' 40' 40'CG-5.2 3/1/24 23-40000052 03/13/24 NOPARKING NOPARKING NOPARKINGNOPARKINGGUY 15 9.00' TYP. 18.00' TYP.16 16 16 16 16 SEE DETAIL A PER THIS SHEET 6 6 7 12.00' 6.00' 7TYP. 4 2 FUTURE PARKING LOT X XX LF XX SIGNING, STRIPING & MARKING PLAN LEGEND LENGTH INDICATED INSTALL DETAIL NO. PER CALTRANS STANDARD PLANS NUMBER OF PARKING STALLS EXIST. STRIPING TO BE REMOVED BY LIGHT GRINDING SIGNING, STRIPING & MARKINGS NOTES 1. WORK SHALL BE DONE IN ACCORDANCE WITH THE LATST EDITIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS,SIGN SPECIFICATION SHEETS, THE 2014 CALIFORNIA MANUAL OF UNIFORM TRAFFICCONTROL DEVICES (2014 CALIFORNIA MUTCD), THE LATEST EDITION OF THE CITY OF BAKERSFIELD STANDARD SPECIFICATIONS AND DRAWINGS, AND THE SPECIAL PROVISIONS. 2. THESE PLANS ARE ACCURATE FOR SIGNING AND STRIPING ONLY. 3. ALL SIGNS SHALL BE INSTALLED PER 2014 CALIFORNIA MUTCD. 4. ALL EXIST. STRIPING, WHETHER SHOWN OR NOT, TO BE REMOVED WHERE IT IS CONFLICT WITH THE PROPOSED. 5. STRIPING THAT IS NOT IN CONFLICT WITH PLAN AND IS NOT CALLED OUT TO BE REMOVED SHALL BE PROTECTED IN PLACE. 6. SEE SEPARATE OFFSITE PLANS FOR OFFSITE SIGNING AND STRIPING. SIGNING, STRIPING AND MARKING PLAN KEYNOTES: 1 INSTALL ACCESSIBLE PARKING STALL PER CALTRANS STD. A90 2 INSTALL 4" DIAGONAL BLUE STRIPES @ 3' O.C. MAX W/ BLUE BORDER 3 INSTALL ISA MARKING PER CALTRANS STD. A24C 4 INSTALL "NO PARKING" LEGEND AT BACK OF STALL 5 INSTALL ISA PARKING SIGN R99C (CA) "VAN ACCESSIBLE" PER DETAIL B, PER THIS SHEET 6 EV PARKING STALL, SEE ARCH. PLANS 7 INSTALL 4" WHITE STRIPING NOPARKING NOPARKING NOPARKINGNOPARKING NO PARKING NO PARKING NO PARKING 3 2 5 5 1 1 2 2 3 3 3 4 4 4 12.00' 5.00' 9.00' 5.00' 9.00' 5.00' 9.00' MATCHLINE - SEE SHEET C-6.2 23038 Mar 13, 2024 DRAWN PROJECT FOR CHECKED APPROVED DATE JOB NO SCALE SHEET NO. PROJECT ADDRESS PROJECT NAME This drawing is a property of 4CREEKS, Inc. and shall not be reproduced, copied, lent or disposed of directly or indirectly nor used for any purpose other than that for which it is specifically furnished and must be returned to 4CREEKS, Inc. on completion of work, if requested. Copyright 4CREEKS, Inc. NO. DATE BYREVISION SHEET TITLE Written dimensions on these drawings shall have precedence over scaled dimensions; contractor shall verify, and be responsible for, all dimensions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown on these drawings. Shop details must be submitted to this office for review before proceeding with fabrication. SEAL PREPARED BY Know what'sbelow. before you dig.Call R DESIGNATION - P 1157 PID - AA9723 STATE/COUNTY - CA/KERN COUNTRY - US USGS QUAD - GOSFORD (2018) NAVD 88 - 344.1 (FEET) DESCRIPTION: FROM THE INTERSECTION OF HIGHWAYS 99 AND 119, DRIVE WEST ON HIGHWAY 119 FOR 3.9 MILES (6.3 KM) TO GOSFORD ROAD AND THE MARK ON THE LEFT, MARK IS LOCATED IN THE HEADWALL IN THE SOUTHWEST QUADRANT OF HIGHWAY 119 AND GOSFORD ROAD, 45 FEET (13.7 M) SOUTH OF THE CENTERLINE OF HIGHWAY 119, 58 FEET (17.7 M) WEST OF THE CENTERLINE OF GOSFORD ROAD, SET IN THE TOP OF A 12 INCH HEADWALL, 2 FEET (0.6 M) LOWER THAN ROAD, AND 1 FOOT (0.3 M) SOUTH OF THE NORTH END OF HEADWALL. BENCHMARK JF, RD EV, NM 8801 GOSFORD RD BAKERSFIELD, CA 93313 CITY RECORDS # 6.9-708 SIGNING, STRIPING & MARKING PLAN 1" = 40' PROJECT BOUNDARY THIS SHEET SHEET 6.2 DETAIL A 1" = 20'NORTH0' 40' 40' DETAIL B NTS CG-6.1 3/1/24 23-40000052 03/13/24 X XX LF XX SIGNING, STRIPING & MARKING PLAN LEGEND LENGTH INDICATED INSTALL DETAIL NO. PER CALTRANS STANDARD PLANS NUMBER OF PARKING STALLS EXIST. STRIPING TO BE REMOVED BY LIGHT GRINDING SIGNING, STRIPING & MARKINGS NOTES 1. WORK SHALL BE DONE IN ACCORDANCE WITH THE LATST EDITIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS,SIGN SPECIFICATION SHEETS, THE 2014 CALIFORNIA MANUAL OF UNIFORM TRAFFICCONTROL DEVICES (2014 CALIFORNIA MUTCD), THE LATEST EDITION OF THE CITY OF BAKERSFIELD STANDARD SPECIFICATIONS AND DRAWINGS, AND THE SPECIAL PROVISIONS. 2. THESE PLANS ARE ACCURATE FOR SIGNING AND STRIPING ONLY. 3. ALL SIGNS SHALL BE INSTALLED PER 2014 CALIFORNIA MUTCD. 4. ALL EXIST. STRIPING, WHETHER SHOWN OR NOT, TO BE REMOVED WHERE IT IS CONFLICT WITH THE PROPOSED. 5. STRIPING THAT IS NOT IN CONFLICT WITH PLAN AND IS NOT CALLED OUT TO BE REMOVED SHALL BE PROTECTED IN PLACE. 6. SEE SEPARATE OFFSITE PLANS FOR OFFSITE SIGNING AND STRIPING. SIGNING, STRIPING AND MARKING PLAN KEYNOTES: 1 INSTALL ACCESSIBLE PARKING STALL PER CALTRANS STD. A90 2 INSTALL 4" DIAGONAL BLUE STRIPES @ 3' O.C. MAX W/ BLUE BORDER 3 INSTALL ISA MARKING PER CALTRANS STD. A24C 4 INSTALL "NO PARKING" LEGEND AT BACK OF STALL 5 INSTALL ISA PARKING SIGN R99C (CA) "VAN ACCESSIBLE" PER DETAIL B, PER THIS SHEET 6 EV PARKING STALL, SEE ARCH. PLANS 7 INSTALL 4" WHITE STRIPING NOPARKING NOPARKING NOPARKINGNOPARKING MATCHLINE - SEE SHEET C-6.1 23038 Mar 13, 2024 DRAWN PROJECT FOR CHECKED APPROVED DATE JOB NO SCALE SHEET NO. PROJECT ADDRESS PROJECT NAME This drawing is a property of 4CREEKS, Inc. and shall not be reproduced, copied, lent or disposed of directly or indirectly nor used for any purpose other than that for which it is specifically furnished and must be returned to 4CREEKS, Inc. on completion of work, if requested. Copyright 4CREEKS, Inc. NO. DATE BYREVISION SHEET TITLE Written dimensions on these drawings shall have precedence over scaled dimensions; contractor shall verify, and be responsible for, all dimensions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown on these drawings. Shop details must be submitted to this office for review before proceeding with fabrication. SEAL PREPARED BY Know what's below. before you dig.Call R DESIGNATION - P 1157 PID - AA9723 STATE/COUNTY - CA/KERN COUNTRY - US USGS QUAD - GOSFORD (2018) NAVD 88 - 344.1 (FEET) DESCRIPTION: FROM THE INTERSECTION OF HIGHWAYS 99 AND 119, DRIVE WEST ON HIGHWAY 119 FOR 3.9 MILES (6.3 KM) TO GOSFORD ROAD AND THE MARK ON THE LEFT, MARK IS LOCATED IN THE HEADWALL IN THE SOUTHWEST QUADRANT OF HIGHWAY 119 AND GOSFORD ROAD, 45 FEET (13.7 M) SOUTH OF THE CENTERLINE OF HIGHWAY 119, 58 FEET (17.7 M) WEST OF THE CENTERLINE OF GOSFORD ROAD, SET IN THE TOP OF A 12 INCH HEADWALL, 2 FEET (0.6 M) LOWER THAN ROAD, AND 1 FOOT (0.3 M) SOUTH OF THE NORTH END OF HEADWALL. BENCHMARK JF, RD EV, NM 8801 GOSFORD RD BAKERSFIELD, CA 93313 CITY RECORDS # 6.9-708 SIGNING, STRIPING & MARKING PLAN 1" = 40' PROJECT BOUNDARY THIS SHEET SHEET 6.1 NORTH0' 40' 40'CG-6.2 3/1/24 23-40000052 03/13/24 48" MANHOLE SW - 2 CURB & GUTTER TYPES "B" ST - 1 MEDIAN CURB TYPES "M" "M -1" & "M - 2" ST - 2 DETACHED SIDEWALK ST - 6 X-230' RADIUS CURB RETURN N/A DETAIL SHEET 1 8' 2. MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLY ROUTE SHALL NOT EXCEED 5% WITHIN 4' OF THE BOTTOM OF THE CURB RAMP. 3. NO CROSS SLOPE IN THE PATH OF TRAVEL TO EXCEED 2%.8'CHAIN-LINK FENCE D-12 DRAINAGE BASIN OUTLET STRUCTURE D-10 DRAINAGE BASIN D-9 23038 Mar 13, 2024 DRAWN PROJECT FOR CHECKED APPROVED DATE JOB NO SCALE SHEET NO. PROJECT ADDRESS PROJECT NAME This drawing is a property of 4CREEKS, Inc. and shall not be reproduced, copied, lent or disposed of directly or indirectly nor used for any purpose other than that for which it is specifically furnished and must be returned to 4CREEKS, Inc. on completion of work, if requested. Copyright 4CREEKS, Inc. NO. DATE BYREVISION SHEET TITLE Written dimensions on these drawings shall have precedence over scaled dimensions; contractor shall verify, and be responsible for, all dimensions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown on these drawings. Shop details must be submitted to this office for review before proceeding with fabrication. SEAL PREPARED BY JF, RD EV, NM 8801 GOSFORD RD BAKERSFIELD, CA 93313 CHAIN-LINK FENCE D-13 6" LANDSCAPE CURB 6.0" 1.0' 6" CURB FACE RIPRAP ENERGY DISSIPATER. 6" DEEP 3"-6" ROUNDED, WASHED COBBLE 1.0''1.0' 6.0" 6" CURB FACE TYPICAL CURB CUT DETAIL NO SCALE NOTE: CONFIGURATION OF CURB & GUTTER VARIES ELEVATION PLAN BOTTOM OF POND VARIES 1.0' 1.0' TYP. CURB CUT DETAIL X-6 X-7 WHEEL STOP DETAIL X-5 1.1'2.2' CURB FLOW LINE #3 REBAR 2.2' FINISH SURFACE 0.6' 0.6' CONCRETE WHEEL STOP RAMP A A SECTION A-A LIP OF GUTTER (WHERE APPLICABLE) "U" SERIES CATCH BASIN (1 OF 2) X-8 "U" SERIES CATCH BASIN (2 OF 2) X-9 CG-7.1 X-1 DRAINAGE INLET EDGE OF GUTTER AND FLOW LINE IN GUTTER 3/1/24 23-40000052 03/13/24 12" MIN.8" MIN.12" MIN.6" MIN.6" MIN. NOTE: 1. GROUT SHALL BE A HIGH STRENGTH, SHRINKAGE COMPENSATING, NON-METALLIC GROUT, "MASTERFLOW" 713 OR EQUAL. MORTAR GROUT (SEE NOTE 1) CONCRETE COLLAR COMPACTED BACKFILL TO 95% REL. COMP. PER ASTM D1557 OR CONCRETE BACKFILL AT CONTRACTORS OPTION. CONCRETE BASE 24" MIN.CONCRETE PAVEMENT (WHERE OCCURS) IN LANDSCAPE AREAS TOP OF CONCRETE COLLAR SHALL BE FLUSH WITH GRATE ELEVATION. COLLAR CORNERS AT GRADE SHALL BE ROUNDED. DRAINAGE INLET PER PLAN A.C. PAVEMENT (WHERE OCCURS) CONC. BOTTOM, SLOPE TO DRAIN 6" Ø PVC EMBEDDED WEEP HOLE FILLED WITH 12" PEA GRAVEL PIPE (SEE PLAN) NATIVE SOIL @ 95% REL. COMPACTION 1 2 06/16/2021 05/06/2021ASI 001 ASI 002 3 01/26/2022ASI 005 A88ACALTRANS STANDARD PLAN A88A N/A DETAILS SHEET 2 23038 Mar 13, 2024 DRAWN PROJECT FOR CHECKED APPROVED DATE JOB NO SCALE SHEET NO. PROJECT ADDRESS PROJECT NAME This drawing is a property of 4CREEKS, Inc. and shall not be reproduced, copied, lent or disposed of directly or indirectly nor used for any purpose other than that for which it is specifically furnished and must be returned to 4CREEKS, Inc. on completion of work, if requested. Copyright 4CREEKS, Inc. NO. DATE BYREVISION SHEET TITLE Written dimensions on these drawings shall have precedence over scaled dimensions; contractor shall verify, and be responsible for, all dimensions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown on these drawings. Shop details must be submitted to this office for review before proceeding with fabrication. SEAL PREPARED BY JF, RD EV, NM 8801 GOSFORD RD BAKERSFIELD, CA 93313 PAVEMENT MARKINGS SYMOBLS AND NUMERALS A24C A90AACCESSIBLE PARKING OFF-STREET CG-7.2 X-10 DRAINAGE INLET/BUBBLE UP WEEP HOLE DETAIL ATRIUM GRATE WITH SPEE-D BASIN ROUND SPEE-D BASINS SECTIONVARIES CRUSHED STONE INVERT ELEVATIONS. SEWER & DRAIN PIPE NDS SPEE-D BASIN 6" SEWER & DRAIN RISER PIPE (LENGTH AS REQUIRED) COMPACTED SOILS SLOPE TO DRAIN NDS 6" ATRIUM POLYOLEFIN GRATE W/ U.V. INHIBATORS. SLOPE TO DRAIN NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. NDS, INC. 851 NORTH HARVARD AVE. LINDSAY, CA 93247 TOLL FREE: 1-800-726-1994 PHONE: (559) 562-9888 FAX: (559) 562-4488 www.ndspro.com REVISION DATE 8-24-2015 KEY COMPONENTwww.ndspro.com/s5 X-11NDS SPEE-D DRAIN W/ ATRIUM GRATE X-12NDS 6" ATRIUM GRATE 3 3/1/24 23-40000052 03/13/24