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Home My WebLink About1.7-7354 Borrow AreaGRADING NOTES GRADING NOTES CONTINUED 1. ALL GRAD/NG SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING 2S THE CONTRACTOR SHALL COMPLY WITH SAN JOAQUIN VALLEY A/R R. 26 E. Ally+,� CODE AND STANDARDS PERTAINING THEREOF AND PRELIMINARY SOILS POLLUTION CONTROL DISTRICT (SJVAPCO) REGULATION VIII, DUST / 9} REPORT BY SOILS ENGINEERING, INC DATED FEBUARY 3, 2014. CONTROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING _ SEI FILE N0. 13-14656 GRADING AND CONSTRUCTION PHASES THE MITIGATION MEASURES 70 & BE TAKEN ARE AS FOLLOWS: OJECT S1 SOILS ENGINEERING, INC. A. WATER EXPOSED SURFACES (SOIL) THREE-77MESIDAY. 2. THE DES/GN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL B. WATER ALL HAUL ROADS AT A MINIMUM OF THREE I7M£S PER DAY. a DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE C REDUCE SPEED ON UNPAVED ROADS TO LESS 774AN 15 MILES PER AVENUE PLANS SOILS REPORT, SPECIFICATIONS AND CODE WITHIN THEIR PURVIEW. HOUR, n- mm g D. STABILIZE ALL DISTURBED AREAS INCLUDING STORAGE PILES, WHICH J. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ARE NOT BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES y RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF USING WATER OR BY COVERING WITH A TRAP, OTHER SUITABLE �� CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL COVER OR VEGETATIVE GROUND COVER. PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY E. CONTROL FUGITIVE DUST EMISSIONS DURING LAND CLEAR/NG, CON77NUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND GRUBBING SCRAPING, EXCAVATION, LEVELING, GRADING, OR CUT & THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE FILL OPERATIONS WITH APPLICATION OF WATER OR BY PRESOAKING. N OW/VER, ARCHITECT, AND THE ENGINEER HARMLESS FROM ANY F. WHEN TRANSPORTING MATERIALS OFFSITE, MAINTAIN A FREEBOARD WHITE LANE LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE LIMIT OF AT LEAST SIX INCHES AND COVER OR EFFECTIVELY WET TO PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY LIMIT VISIBLE DUST EMISSIONS 6 ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, ARCHITECT, OR G. LIMIT AND REMOVE THE ACCUMULATION OF MUD AND/OR DIRT THE ENGINEER. FROM ADJACENT PUBLIC ROADWAYS AT THE END OF EACH WORKDAY. (USE OF DRY ROTARY BRUSHES IS PROHIBITED EXCEPT 4. THE GRAD/NG CONTRACTOR SHALL CONTACT ALL COMPANIES WITH WHEN PRECEDED OR ACCOMPANIED BY SUFFICIENT WETTING TO 14 0 UNDERGROUND FACIL177ES PRIOR TO BEGINNING CONSTRUCTION AND LIMIT VISIBLE DUST EMISSIONS AND USE OF BLOWERS /S EXPRESSLY VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES FORBIDDEN). INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, GL AND GAS H. STABILIZE THE SURFACE OF STORAGE PILES FOLLOWING THE LINES THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED ADDITION OR REMOVAL OF MATERIALS USING WATER. LINES NOT INDICATED ON THE PLAN OR FOR INFORMATION OBTAINED L REMOVE TRACKCUT WHEN IT EXTENDS 50 OR MORE FEET FROM THE PACIFIC FROM OUTSIDE SOURCES. CALL 811. SITE AT THE END OF EACH WORKDAY. J. CEASE GRADING ACTIVITIES DURING PER/ODS OF HIGH WINDS 5. THE GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING THE (GREA7ER THAN 20 MPH OVER A ONE-HOUR PER/OD). GRADING OPERATIONS TO PREVENT THE OCCURRENCE OF A DUST K ASPHALT -CONCRETE PAVING SHALL COMPLY KITH THE SJVAPCD NUISANCE AND SHALL PR07ECT CURBS AND OTHER OBJECTS WHICIH ARE RULE 4641 AND RESTRICT USE OF OF CUTBACK, SLOW -CURE AND TO REMAIN. EMULSIFIED ASPHALT PAVING MATER/ALS. 6. EXCAVATION - EXCAVATION SHALL CONSIST OF ALL EXCAVATION 24. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRAD/NG /N INVOLVED IN GRADING THE PROJECT AS SHOWN ON THE PLANS EXCEPT ACCORDANCE WITH APPENDIX J OF THE CALIFORNIA BUILD/NG CODE ANY EXCAVATION SEPARATELY DESIGNATED AND PAID FOR AS A SEPARATE IIEM 25. IF THE PROJECT /S SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A NOTICE OF INTENT 7. IN THE EVENT CONSTRUCTION STAKING BASED ON MWNTOSH & (NG) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE ASSOCIATES' PLANS DRAWINGS OR 07HER DOCUMENTS IS PERFORMED STORM WATER ASSOCIATED KITH CONSTRUCTION ACTIVITY (SWITCB ORDER BY ANOTHER FIRM, Mc/NTOSH & ASSOCIATES SHALL BE HELD HARMLESS NO. 2009-009-DVO AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER AND RELEASED FROM ALL LIABILITY ARISING FROM THE USE OF SAID 2012-0006-DWO) MUST BE FILLED WT7H STATE WATER RESOURCES PLANS, DRAWINGS, OR OTHER DOCUMENTS. CONIROL BOARD /N SACRAMENTO BEFORE THE BEGINNING OF ANY NOTE: CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT 8. McINTOSH & ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL PREPARED, CONTINUOUSLY CARRIED OUT AND ALWAYS BE AVAILABLE FOR CHANGES TO THESE PLANS MUST BE APPROVED, IN WRITING, BY PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE McWTOSH & ASSOCIATES DISCHARGE IDENTIFICATION (WDID) NUMBER 51`15C377505 HAS BEEN ISSUED 9. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. CODE AND STANDARDS PERTAINING THERE OF AND 70 THE 26. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF RECOMMENDATIONS CONTAINED IN, AND MADE A PART HEREOF, THE BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED PRELIMINARY SOILS REPORT (NOTE 1), AND ALL ADDENDUMS THERETO. IN WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED CASE OF A CONFLICT BETWEEN THE PLANS AND SPEOIFICATONS THE BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED MORE STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO 10. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: i. ISSUANCE OF A PERM/T. 11. ALL SLOPES GREATER THAN THREE (3) FEET IN WR77CAL HE70HT SHALL 27. ALL ONSITE UNPAVED ROADS AND OFFSITE UNPAVED ACCESS ROADS BE PREPARED AND MAINTAINED TO PREVENT EROSION. SHALL BE EFFECTIVELY STABIL12ED OF DUST EMISSIONS USING WATER OR CHEM/CAL STABILIZERISUPPRESANT. IMPORTED FILL MATERIAL: REFER TO SPEC/FIC EARTHWORK RECOM14£NDA77ON FOR IMPORTED FILL MATERIALS REOUIREMENTS PER SOILS REPORT. (NOTE 1) 28. WISH OFF CONSTRUCTION AND HAUL TRUCKS TO MINIMIZE 774E REMOVAL OF MUD AND DIRT FROM THE PROJECT SITE. 12. CLEARING AND GRUBBING: REFER TO SPECIFIC EARTHWORK RECOMMENDATION FOR CLEAR/NG AND GRUBBING REQUIREMENTS PER 29 DUST CONTROL. SOILS REPORT. (NOTE ]) CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM 771E DEVELOPER, AND SHALL KEEP A 13. FACES OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A COPY ON S/7E AT ALL TIMES FOR THE DURATION OF CONTRACTORS GROUND COVER INDIGENOUS TO THE AREA AND MAINTAINED AGAINST OCCUPANCY OF THE SITE, CON7RACTOR IS REWIRED TO COMPLY W774 EROSION. THE PROVISIONS OF SAID PLAN. 14. EARTHWORK QUANTITIES ARE BASED ON 774E FREE FLOATING CONCRETE 30. STORM WATER POLLUTION PREVENTION SLAB IN GRADE PER THE SOILS REPORT (NOTE 1). CONTRACTOR SHALL OBTAIN A COPY OF THE S70RM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, QUANTTES FOR EARTHWORK AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION CUT - CU. YD. 110,754 OF CONTRACTOR'S OCCUPANCY OF THE SITE CONTRACTOR /S REQUIRED FILL - CU M. 54,711 TO COMPLY WITH THE PROVISIONS OF SAID PLAN. SHRINKAGE FACTOR OF 25% WAS USED 31. PALEONTOLOGICAL MONITORING SHALL TAKE PLACE DURING QUANTITIES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO CONSTRUCTION EXCAVATION ACTIVITIES THAT RESULT IN EXCAVATIONS WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. IN CASE OF OF SIX FEET BELOW GROUND SURFACE OR GREATER WITHIN THE EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT THE PROJECT SITE. FOLLOWING ARE THE SPECIFIC MEASURES: ENGINEER SO THAT ADJUSTMENTS MAYBE MADE. THE CON7RACTOR A) ASSIGN A PALEONTOLOGICAL MONITOR, TRAINED AND EQUIPPED SHALL NOT USE THESE QUANTITIES TO BASE HIS B/D ON. TO ALLOW THE RAPID REMOVAL OF FOSSILS WITH MINIMAL CONSTRUCTION DELAY, TO THE S17F FULL-TIME DURING THE 15. AN OSHA PERMIT is REQUIRED WHEN WORKERS MUST ENTER TRENCHES INTERVAL OF EARTH -DISTURBING ACTIVITIES OR EXCAVATION FIVE (5) FEET OR DEEPER. B) SHOULD FOSSILS BE FOUND WITHIN AN AREA BEING CLEARED OR GRADED, DIVERT EARTH -DISTURBING ACTIVITIES ELSEWHERE UNTIL 16. AT THE INITIAL CONSTRUCTION MEETING PRIOR TO GRADING ACTIVITIES, THE MONITOR HAS COMPLETED SALVAGE. IF CONSTRUCTION ALL CONSTRUCTION WORKERS MUST BE INFORMED AS TO THE SYMPTOMS PERSONNEL MAKE 771E DISCOVERY, T14E GRADING CONTRACTOR OF VALLEY FEVER. SHOULD IMMEDIATELY DIVERT CONSTRUCTION AND NOTIFY THE MONITOR OF THE FIND. 17. THE CONTRACTOR SHALL COMPLY WITH THE GU/DE FOR ASSESSING AND C) PREPARE, IDENTIFY, AND CURATE ALL RECOVERED FOSSILS FOR MITIGATING AIR QUALITY IMPACTS (GAMAO), JANUARY 10 2002 DOCUMENTATION IN THE SUMMARY REPORT AND TRANSFER TO AN REVISION, GUIDANCE DOCUMENT WHICH LISTS THE FOLLOWING MEASURES APPROPRIATE DEPOSITORY. AS APPROVED AND RECOMMENDED FOR CONSTRUCTION ACTIVITIES D) SUBMIT A SUMMARY REPORT TO THE CITY OF BAKERSFIELD. W7H1N THE SAN JOAQUIN VALLEY. AS FOLLOWS: TRANSFER COLLECTED SPECIMENS {NTH A COPY OF REPORT TO THE REPOSITORY. A. MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY PALEONTOLOGICAL MONITORING DURING CONSTRUCTION ACTIVITIES THAT MANUFACTURER MANUALS. INVOLVE EXCAVATION ACTIVITIES OF SIX FEET BELOW GROUND SURFACE B. SHUT DOWN EQUIPMENT WHEN NOT /N USE FOR EXTENDED PERIODS OR GREATER ON THE PROJECT SITE WOULD REDUCE THE POTENTIAL OF TIME. IMPACTS DN PALEONTOLOGICAL RESOURCES TO LESS THAN SIGNIFICANT. C. USE E7 EC7R/C EQUIPMENT FOR CONSTRUCTION WHENEVER POSSIBLE 32. MAXIMUM SLOPE RATIO FROM THE BACK OF SIDEWALK TO FACE OF WALL IN LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT. OR STRUCTURE SHALL BE 4: 1, EXCEPT FOR TWO FEET BEHIND THE D. CURTAIL USE OF HIGH -EMITTING CONSTRUCTION EQUIPMENT DURING SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2R ALTERNATIVELY, THE PERIODS OF HIGH OR EXCESS/VE AMBIENT POLLUTANT CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER CONCENTRATIONS SUCH AS SPARE -THE -AIR' DAYS AS DECLARED METHOD TO PREVENT EROSION ONTO THE SIDEWALK. BY THE CD. E. ENCOURAGE GE CCONSTRUCTION EMPLOYEES TCARPOOL OR USE 33 ALL WORK WILL STOP IMMEDIATELY IF ANY UNKNOWN ODOROUS OR SHUTTLE' TO RETAIL ESTABLISHMENTS AT LUNCH DISCOLORED SOL OR OTHER POSSIBLE HAZARDOUS MATERIALS ARISE O DURING ANY PART OF 774E TESTING, GRADING, OR CONSTRUCTION ON 18. PRIOR 70 SITE GRAD/NG, SUBDIVIDER SHALL HAVE A PRECONSTRUCTION THE PROTECT SITE. SURVEY CONDUCTED TO SEARCH FOR NAIVE KIT FOX DENS SURVEY 34. THE HANDLING AND STORAGE OF HAZARDOUS AND ACUTELY SHALL SUBMITTED THE PLANNING DIRECTOR FOR RENEW PR/OR HAZARDOUS MATERIALS SHALL BE RESTRICTED TO LESS THAN GRADING THE APPLICANT MAY TO SPECIAL DI LI ES THRESHOLD PLANNING QUANTITIES WITHINN77AL 1,000 FEET OF SENSITIVE N N PRIOR NOTIFICATION REQUIREMENTS 70 AGENCIES PRIOR 10 GRAD/NG LAND INCLUDE RESIDENTIAL AREAS SCHOOLS DAYCARE RECEPTORS KHICHHOSPITAL, CONTAINING DENS CENTERS HOSPITAL, CON✓ALESCENT HOMES AND OTIH£R LARGE 19. PRIOR TO THE APPROVAL OF A GRAD/NG PLAN, SUBDIVIDER IS SUBJECT IMMOBILE POPULATIONS SENSITIVE RECEPTORS SHALL NOT BE TO THE MIGRATORY BIRD 7REATY ACT. INCLUDING THE SWANSON HAWK APPROVED WITHIN ZONES OF CANCER RISK IDENTIFIED BY A HEALTH DURING THE RAPTOR NESTING SEASON (FEBRUARY THROUGH RISK ASSESSMENT OF GREATER THAN 10 /N 1,000,000. SEPTEMBER). IF CONSTRUCTION IS TO OCCUR DURING RAPTOR 35. CONSTRUCTION ACTIVITIES ASSOCIATED KITH DEVELOPMENT OF THE NESTING/BREED/NG SEASON (FEBRUARY THROUGH SEPTEMBER) NO PROJECT SITE WOULD BE REQUIRED TO BE IN CONFORMANCE WITH CONSTRUCTION ACTIVITY SHALL TAKE PLACE WITHIN 500 FEET OF A SECTION 9.22050 OF THE CITY OF BAKERSFIELD MUNICIPAL CODE ACTIVE NEST. TREES TO BE REMOVED THAT CONTAIN NESTS SHALL BE WHICH LIMITS CONSTRUCTION TO THE HOURS OF 6 A.M. TO 9 P.M. ON REMOVED ONLY DURING NON -BREEDING SEASON (OCTOBER THROUGH WEEKDAYS, AND BETWEEN 8 A.M. AND 9 P.M. ON WEEKENDS WHERE JANUARY) CONSTRUCTION OCCURS LESS THAN 1,000 FEET FROM RESIDENCES 20. THE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PROTECTED SPEC/ES 36. EQUIPMENT SHALL BE EQUIPPED WITH MUFFLERS AND MAINTAINED /N WHICH ARE NOT ADDRESSED /N THE MBHCP, INCLUDING THOSE ACCORDANCE WITH THE EQUIPMENTS' FACTORY SPECIFICATIONS. DURING PROTECTED UNDER THE FEDERAL MIGRATORY BIRD TREATY ACT, CONSTRUCTION ACTIVITIES THE CONSTRUCTION EQUIPMENT MUFFLER SHOULD BE AVOIDED AND EVALUATED BY A QUALIFIED BIOLOGIST PRIOR TO CONSTRUCTION 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 USERS. 21. IF ARC HEOLOGCAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED DURING EXCAVATION AND GRADING ACTIVITIES ON-SITE, THE CON7RACTOR SHALL STOP ALL WORK AND THE DEVELOPER SHALL RETAIN A QUALIFIED ARCHEOLOGIST TO EVALUATE THE SIGNIFICANCE OF TIHE FINDING AND APPROPRIATE COURSE OF ACTION. SALVAGE OPERATION REQUIREMENTS /N 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. 22. 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 OUALIFIED ARCHAEOLOGIST AND THE LOCAL NATIVE AMERICAN COMMUNITY SHALL ALSO BE NOTIFIED. VICINITY MAP NO SCALE CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA BORROW AREA FOR PORTION OF LOT 2 OF LOT LINE ADJUSTMENT 1. ALL CONSTRUCTION ACTIVITY, INCLUDING STAGING, SHALL BE WITHIN THE LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL OBTAIN A COPY OF THE BIOLOGICAL CLEARANCE SURVEY FOR THIS PROJECT. CONTRACTOR SHALL BE SOLELY LIABLE AND RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS OF THE BIOLOGICAL CLEARANCE SURVEY. NO STAGING, GRADING, OR OTHER DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS SHOWN ON THIS PLAN. 2. 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. 3. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. 811. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049 5. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. BENCHMARK USED: OWNER & SUBDIVIDER: TOP OF CONCRETE MONUMENT IN CASTLE & COOKE CALIFORNIA, INC. LAMPHOLE AT THE INTERSECTION OF 10000 STOCKDALE HIGHWAY MING AVENUE AND ALLEN RD., ALSO BAKERSFIELD, CA 93311 BEING THE NORTHWEST CORNER OF CONTACT PERSON - SCOTT THAYER SECTION 12, T.30S., R.26E., (661) 664-6500 ELEV = 367.96' (NAVD 88 DATUM) CIVIL ENGINEER: MCINTOSH & ASSOCIATES 2001 WHEELAN COURT BASIS OF BEARINGS: BAKERSFIELD, CA 93309 No. 17-0353 ASSESSORS PARCEL NUMBER: 523-540-38 GRADING PERMIT # 1q - 100006 3 7 WDID NUMBER: 5F15C377505 1016W =I* 1 1 STOCKDALE T. 30 S. THE BEARING OF N R. 26 E. Ally+,� 0 Oo / 9} GEOTECHNICAL ENGINEER: _ I 2 & P OJECT S1 SOILS ENGINEERING, INC. w ON RECORD OF SURVEY, a MING AVENUE BOOK 25, PAGE 49 WAS BAKERSFIELD, CA 93313 n- mm g USED AS THE BASIS OF CONTACT PERSON - TONY M. FRANGIE y 11 6 2 �� w am N WHITE LANE 5 6 m 14 0 13 N =12UTHERN PACIFIC RAILROAD VICINITY MAP NO SCALE CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA BORROW AREA FOR PORTION OF LOT 2 OF LOT LINE ADJUSTMENT 1. ALL CONSTRUCTION ACTIVITY, INCLUDING STAGING, SHALL BE WITHIN THE LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL OBTAIN A COPY OF THE BIOLOGICAL CLEARANCE SURVEY FOR THIS PROJECT. CONTRACTOR SHALL BE SOLELY LIABLE AND RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS OF THE BIOLOGICAL CLEARANCE SURVEY. NO STAGING, GRADING, OR OTHER DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS SHOWN ON THIS PLAN. 2. 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. 3. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. 811. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049 5. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. BENCHMARK USED: OWNER & SUBDIVIDER: TOP OF CONCRETE MONUMENT IN CASTLE & COOKE CALIFORNIA, INC. LAMPHOLE AT THE INTERSECTION OF 10000 STOCKDALE HIGHWAY MING AVENUE AND ALLEN RD., ALSO BAKERSFIELD, CA 93311 BEING THE NORTHWEST CORNER OF CONTACT PERSON - SCOTT THAYER SECTION 12, T.30S., R.26E., (661) 664-6500 ELEV = 367.96' (NAVD 88 DATUM) CIVIL ENGINEER: MCINTOSH & ASSOCIATES 2001 WHEELAN COURT BASIS OF BEARINGS: BAKERSFIELD, CA 93309 No. 17-0353 ASSESSORS PARCEL NUMBER: 523-540-38 GRADING PERMIT # 1q - 100006 3 7 WDID NUMBER: 5F15C377505 1016W =I* 1 1 TRACT 7299 UNIT 6 CONTACT PERSON -ROGER MCINTOSH '` THE BEARING OF N TRACT Oo 1 GEOTECHNICAL ENGINEER: _ I TRACT 7299 UNIT 6 BEARING SHOWN HEREON PRELIMINARY SOILS REPORT: FILE NO. 013-14656 DATED: FEBRUARY 3, 2014 SOILS ENGINEERING, INC. 4400 YEAGER WAY BAKERSFIELD, CA 93313 CONTACT PERSON - TONY M. FRANGIE (661) 831-5100 The GRADING PLAN as shown on this drawing is hereby approved ��' :tlrc alcJr Y orrecf n ro sora ddlilplla Approval the Publat WorFs U tan :r t al,d Bwldmg Deparlmenl In0calesappro al only as to .til l - I. ,: ,,d and conkrr•.:artce to City Stargards, Codes a Ill ares 1 r y oer Irn the subdivider ot developer shall be res, slbla to: a r v of calculations for In plan and shall submit I a cerehed'as-9re0ed Plan after completion rW the grading. APPROVED BV: \ \ WIDE LEVEE EASEMENT SCALE: 1" = 200' \ 200' 100' 0' 200' 400' 7 V_\EXISTING SUMP -_ TO REMAIN �- DISTURBED/FILL A M\ A TRACT 7300 UNIT 8 , r I 1.7-7354 Borrow Area CONTACT PERSON -ROGER MCINTOSH '` THE BEARING OF N TRACT i 20"LIN E SHOWN FOR THE BEARING SHOWN HEREON PRELIMINARY SOILS REPORT: FILE NO. 013-14656 DATED: FEBRUARY 3, 2014 SOILS ENGINEERING, INC. 4400 YEAGER WAY BAKERSFIELD, CA 93313 CONTACT PERSON - TONY M. FRANGIE (661) 831-5100 The GRADING PLAN as shown on this drawing is hereby approved ��' :tlrc alcJr Y orrecf n ro sora ddlilplla Approval the Publat WorFs U tan :r t al,d Bwldmg Deparlmenl In0calesappro al only as to .til l - I. ,: ,,d and conkrr•.:artce to City Stargards, Codes a Ill ares 1 r y oer Irn the subdivider ot developer shall be res, slbla to: a r v of calculations for In plan and shall submit I a cerehed'as-9re0ed Plan after completion rW the grading. APPROVED BV: \ \ WIDE LEVEE EASEMENT SCALE: 1" = 200' \ 200' 100' 0' 200' 400' 7 V_\EXISTING SUMP -_ TO REMAIN �- DISTURBED/FILL A M\ A TRACT 7300 UNIT 8 , r I 1.7-7354 Borrow Area CONTACT PERSON -ROGER MCINTOSH '` THE BEARING OF N TRACT 7300 20"LIN E SHOWN FOR THE GEOTECHNICAL ENGINEER: EAST EAST LINE SECTION 10, T. UNIT 3 30 S., R. 26 E. AS SHOWN SOILS ENGINEERING, INC. ON RECORD OF SURVEY, 4400 YEAGER WAY \ BOOK 25, PAGE 49 WAS BAKERSFIELD, CA 93313 1 USED AS THE BASIS OF CONTACT PERSON - TONY M. FRANGIE BEARING SHOWN HEREON PRELIMINARY SOILS REPORT: FILE NO. 013-14656 DATED: FEBRUARY 3, 2014 SOILS ENGINEERING, INC. 4400 YEAGER WAY BAKERSFIELD, CA 93313 CONTACT PERSON - TONY M. FRANGIE (661) 831-5100 The GRADING PLAN as shown on this drawing is hereby approved ��' :tlrc alcJr Y orrecf n ro sora ddlilplla Approval the Publat WorFs U tan :r t al,d Bwldmg Deparlmenl In0calesappro al only as to .til l - I. ,: ,,d and conkrr•.:artce to City Stargards, Codes a Ill ares 1 r y oer Irn the subdivider ot developer shall be res, slbla to: a r v of calculations for In plan and shall submit I a cerehed'as-9re0ed Plan after completion rW the grading. APPROVED BV: \ \ WIDE LEVEE EASEMENT SCALE: 1" = 200' \ 200' 100' 0' 200' 400' 7 V_\EXISTING SUMP -_ TO REMAIN �- DISTURBED/FILL A M\ A TRACT 7300 UNIT 8 , r I 1.7-7354 Borrow Area o W •--� oz s¢ o ww 0 �gcc b� Q¢ N F OLLcc Oo m OO m (� i W ecc Ir LL cc I� of Q i w a N moIL w o p r s LL Ci 3-0 C� a dm s o a o O W F N m m ¢ O A71VQNf108 'd'�'H + y c� Oz z- y ANVdNfIf1N'd'O'N yi N CD 1 Qin N F W I II W m N rn ll N N LL 0 IL 1. I- I:3b4 borrow Arec-