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Home My WebLink About1.7-6825 Ph 2GRADING NOTES 1. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THEREOF AND PRELIMINARY SOILS REPORT BY KRAZAN & ASSOCIATES, INC. DATED SEPTEMBER 6, 2013. 2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION 70 INSURE COMPLIANCE WITH THE PLANS, SOILS REPORT, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. J. CIVIL ENGINEER, GEOTECHNICAL ENGINEER, AND BUILDING OFFICIAL WILL BE N077Fl£D FORTY EIGHT (4B) 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 CON77NUOUSLY AND NOT BE LIM17ED 70 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 CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM 7HE SOLE NEGLIGENCE OF THE OWNER, ARCHITECT, OR THE ENGINEER. 5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITIES PRIOR 70 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 THE PLAN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. (USA 1-800-227-2600) 6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO + OR - 0.10 F007. IF AN AREA SHOULD BE FOUND TO BE MORE 774AN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND ACCEPTANCE OF GRADING, 774E CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 7. 774E GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERATIONS TO PREVENT THE OCCURRENCE OF A DUST NUISANCE AND SHALL PR07ECT CURBS AND OTHER OBJECTS WHICH ARE TO REMAIN. 8. EXCAVATION - EXCAVATION SHALL CONSIST OF ALL EXCAVATION INVOLVED IN GRADING THE PROJECT AS SHOWN DN THE PLANS EXCEPT ANY EXCAVATION SEPARATELY DESIGNATED AND PAID FOR AS A SEPARATE ITEM. 9. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WI774 774E STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DATED JULY 1999, INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE WITH THE N07ES HEREON. IN CASE OF CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY N07ES HEREON, THE N07ES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU OF SUCH CONFLICTING PORTIONS SAID SPECIFICATIONS SHALL APPLY BUT NOT BE LIM17ED 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 WIN 5-7X ASPHALT. 10. IN THE EVENT CONSTRUCTION STAKING BASED ON McINTOsH & ASSOCIATES' PLANS, DRAWINGS, OR OTHER DOCUMENTS 1S PERFORMED BY AN07HER FIRM, MciNTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS, OR 07HER DOCUMENTS 11. McINTOSH & ASSOCIATES 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 MCIN70SH & ASSOCIATES 12. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THERE OF AND TO THE RECOMMENDATIONS CONTAINED IN, AND MADE A PART HEREOF, THE PRELIMINARY SOILS REPORT (NOTE 1), AND ALL ADOENDUMS THERETO. 1N 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 17EM ENCOUNTERED DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION STABILITY SO RECOMMENDATIONS CAN BE MADE BY THE SOIL ENGINEER. 15. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2.. L 16. ALL SLOPES GREATER THAN THREE (3) FEET IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED 70 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 P07EN77AL AND FREE OF GRASSES WEEDS, ROCKS LARGER THAN FOUR INCHES IN DIAMETER DEBRIS AND SOLUBLE SULFATES 174 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. UNSUI7ABLE SOIL 1S SOIL THAT, IN THE OPINION OF 774E BUILDING OFFICIAL, SOIL ENGINEER, OR CIVIL ENGINEER, IS NOT COMPETENT TO SUPPORT 07HER SOIL OR STRUCTURES, OR TO SATISFACTORILY PERFORM ANY 0774ER FUNCTIONS FOR W 41CH 774E SOIL IS INTENDED. 18. ALL RLL 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 CER77FIED 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 OP77MUM MOISTURE CONTENT OR TO A MOISTURE CONTENT COMMENSURATE WITH EFFEC77VE 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. FACES OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WIN A GROUND COVER INDIGENOUS TO THE AREA AND MAINTAINED AGAINST EROSION. 21. EARTHWORK QUANTITIES ARE BASED ON THE FREE FLOA77NG CONCRETE SLAB IN GRADE PER THE SOILS REPORT (NOTE 1). QUANTITIES FOR EARTHWORK CUT - CU. YD. 15,478 RLL - CU.YD. 12,540 IMPORT - CU. YD. 931 SHRINKAGE FACTOR OF 25X WAS USED IMPORT TO BE TAKEN FROM 07HER PHASE. QUANTITIES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO WARRANTY OF THE AN77CIPATED SHRINKAGE FACTOR. IN CASE OF EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT THE ENGINEER SO THAT ADJUSTMENTS MAY BE MADE. 7HE CONTRACTOR SHALL NOT USE THESE QUANTITIES TO BASE HIS BID ON. 22. BUILDING PAD PREPARATION - REFER TO SOILS REPORT (NOTE 1). 23. PAVEMENT PREPARATION - REFER TO SOILS REPORT (NOTE 1). 24. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR EXCAVATION FIVE (5) FEET OR DEEPER. 25. SUFFICIENT ACCESS TO THE EXIS77NG 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. 26. AT THE INITIAL CONSTRUCTION MEETING PRIOR TO GRADING ACTIVITIES, ALL CONSTRUCTION WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF VALLEY FEVER. 27. THE CONTRACTOR SHALL COMPLY W17H 7H£ GUIDE FOR ASSESSING AND M177GA77NG AIR QUALITY IMPACTS (GAMA01), 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 CONS7RUCTION EQUIPMENT AS RECOMMENDED BY MANUFACTURER MANUALS. B. SHUT DOWN EQUIPMENT WtIEN 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. 28. PRIOR TO S17E GRADING, SUBDIVIDER SHALL HAVE A PRECONSTRUCTION SURVEY CONDUCTED TO SEARCH FOR NA71VE KIT FOX DENS SURVEY SHALL BE SUBMITTED TO THE PLANNING DIRECTOR FOR RENEW PRIOR TO GRADING. THE APPLICANT MAY BE SUBJECT TO SPECIAL N077RCA7701V REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND CONTAINING DENS. 29. PRIOR TO THE APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SUBJECT TO THE MIGRATORY BIRD TREATY ACT. INCLUDING THE SWANSON HAWK DURING 7H£ RAPTOR NES77NG SEASON (FEBRUARY THROUGH SEPTEMBER). IF CONSTRUCTION IS TO OCCUR DURING RAPTOR NES71NGIBREEDING SEASON (FEBRUARY THROUGH SEPTEMBER) NO CONSTRUCTION ACTIVITY SHALL TAKE PLACE WITHIN 500 FEET OF A AC71VE NEST. TREES TO BE REMOVED THAT CONTAIN NESTS SHALL BE REMOVED ONLY DURING NON -BREEDING SEASON (OCTOBER 774ROUGH JANUARY) 30. THE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PROTECTED SPECIES WHICH ARE NOT ADDRESSED IN THE MBHCR INCLUDING THOSE PROTECTED UNDER THE FEDERAL MIGRATORY BIRD 77?EATY ACT, SHOULD BE AVOIDED AND EVALUATED BY A QUALIFIED BIOLOGIST PRIOR TO CONSTRUCTION. THE RSH & WILDLIFE SERVICE (USFWS) AND CALIFORNIA DEPARTMENT OF FISH & GAME (COFG) SHOULD BE N077RED OF PREVIOUSLY UNREPORTED PROTECTED SPECIES ANY UNANTICIPATED TAKE OF PR07ECTED WILDLIFE SHALL BE REPORTED IMMEDIATELY TO THE COFG AND USFWS. 31. IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED DURING EXCAVATION AND GRADING ACTIVITIES ON-SITE, 7HE CONTRACTOR SHALL STOP ALL WORK AND THE DEVELOPER SHALL RETAIN A QUALIRED ARCHEOLOGIST TO EVALUATE THE SIGNIFICANCE OF THE FINDING AND APPROPRIATE COURSE OF ACTION. SALVAGE OPERA77ON REQUIREMENIS IN APPENDIX K OF THE CALIFORNIA ENVIRONMENTAL QUALITY ACT GUIDELINES SHALL BE FOLLOWED AND THE TREATMENT OF DISCOVERED NA77W AMERICAN REMAINS SHALL COMPLY W17H STATE CODES REGULATIONS OF THE AMERICAN HERITAGE COMMISSION. 32. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY TIME ON ANY PORTION OF THE PROJECT, WORK SHALL HALT AND 774E CORONER BE NOTIFIED IMMEDIATELY (SECTION 7050.5 OF THE HEALTH AND SAFETY CODE). IN 774E ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A QUALIFIED ARCHAEOLOGIST AND THE LOCAL NATIVE AMERICAN COMMUNITY SHALL ALSO BE N077RED. 3J. THE CONTRACTOR SHALL COMPLY WITH SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) REGULATION W11, DUST CONTROL MEASURES TO ENSURE COMPLIANCE SP£CIRCALLY DURING GRADING AND CONS7RUC770N PHASES. THE M177GA77ON MEASURES TO BE TAKEN ARE AS FOLLOWS A. WATEREXPOSED SURFACES (SOIL) THREE- 77MESIDAY. B. WATERALL HAUL ROADS AT A MINIMUM OF 774REE TIMES PER DAY. C REDUCE SPEED ON UNPAVED ROADS TO LESS THAN 15 MILES PER HOUR. D. STABILIZE ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING ACTIVELY U77LIZED FOR CONSTRUCTION PURPOSES USING WATER OR BY COVERING WIN A TRAP, OTHER SUITABLE COVER OR VEGETATIVE GROUND COVER. E. CONTROL FUC477VE DUST EMISSIONS DURING LAND CLEARING, GRUBBING, SCRAPING EXCAVATION, LEVELING, GRADING, OR CUT & RLL OPERATIONS WITH APPLICA77ON 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 14ORKDAY. (USE OF DRY ROTARY BRUSHES IS PROHIB17ED EXCEPT WHEN PRECEDED OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT VISIBLE DUST EMISSIONS AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN). H. STABILIZE THE SURFACE OF STORAGE PILES FOLLOWING THE ADD177ON OR REMOVAL OF MATERIALS USING WATER. L REMOVE TRACKOUT WHEN IT EXTENDS 50 OR MORE FEET FROM THE S1 TE 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 WWTH THE SJVAPCD RULE 4641 AND RESTRICT USE OF OF CUTBACK, SLOW -CURE AND EMULSIFIED ASPHALT PAVING MATERIALS 34. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WI771 APPENDIX J OF THE CALIFORNIA BUILDING CODE. 35. IF 7HE PROJECT IS SUBJECT 70 7H£ PROVISIONS Of THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPOES), A NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WO ORDER NO. R5-2013-0153) MUST BE BLED WI774 STATE- WATER TATEWATER 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, CON77N000SLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. 36. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXIS77NG ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 37. ALL ONS17E UNPAVED ROADS AND OFFSITE UNPAVED ACCESS ROADS SHALL BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WATER OR CHEMICAL STABILIZER/SUPPRESANT. 38. PAD IS GRADED FLAT AT ROUGH GRADING FINISHED GRADES WILL INCORPORATE A 1X SWALE THAT WILL DIRECT DRAINAGE AWAY FROM 774E STRUCTURE AND TO THE STREET SEE TYPICAL LOT SWALE GRADING ON SHEET 1. 39. WASH OFF CONSTRUCTION AND HAUL TRUCKS 70 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 CONIRAC7QRS OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY I1TH THE PROVISIONS OF SAID PLAN. 41. STORM WATER POLLUTION PREVENTION CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLU77ON PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM 7HE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES FOR THE DURATION OF CONTRACTORS OCCUPANCY OF 774E SITE. CONTRACTOR IS REQUIRED TO COMPLY W1774 7HE PROVISIONS OF SAID PLAN. 42. LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR 7740SE AREAS OVER 2X VICINITY MAP N.T.S. PROJECT AREA: 8.20 ACRES HCP AREA: 8.20 ACRES TOTAL NO. OF LOTS = 30 to rn 173.51' to S 89'06'48" E IRE -r- 3 DRIVE Vbo n r_- I o A H A 5,E 1 . , , 1640.9 , , = 89'0648' El .. I g s i 20 MIaIMIaIJ* Z ®I I I I I I E 12 r I L_L_I_�' H1AL_ 9 I : M -BISEA*kNE -DRIVE- - - - - - - _L 113 05� N 89'06 s 1 i• 1 �p I r I u 113 1 14 1 0 1 v 1 IT I x E4 � , 1 I 1 1 I I I I 1 I t 06" N 89'asfi8 W� „r w > - - , HA 8 E 3 . ,. 2274' N 0053'12" E I I NOTE: ALL PHASES ARE OWNED BY THE SAME OWNER. ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY KEY MAP SCALE: 1" = 200' INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. GRADING PLAN 3. SECTIONS AND DETAILS GRADING PLAN FOR TRACT NO. 6825 PHASE 2 ASSESSORS PARCEL NUMBER 541-010-29 GRADING PERMIT NUMBER: 13-40000070 OWNER & SUBDIVIDER: BLACK OPS REAL ESTATE IX, LLC 1400 EASTON DRIVE, SUITE 113 BAKERSFIELD, CA 93309 CONTACT PERSON - MATT WADE (661) 864-7546 GEOTECHNICAL ENGINEER: KRAZAN & ASSOCIATES, INC. 2205 COY AVENUE BAKERSFIELD, CA 93307 CONTACT PERSON - DAVID R. JAROSZ (661) 837-9200 PRELIMINARY SOILS REPORT: FILE NO. 022-13108 DATED: SEPTEMBER 6, 2013 KRAZAN & ASSOCIATES, INC. 2205 COY AVENUE BAKERSFIELD, CA 93307 CONTACT PERSON - DAVID R. JAROSZ (661) 837-9200 CIVIL ENGINEER: MCINTOSH & ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA 93309 CONTACT PERSON - ROGER MCINTOSH (661) 834-4814 PROPERTY LINE 51 1X 1X r i HOUSE FI \. �t CM ! CURB & GuTrER- ! TYPICAL LOT SWALE GRADING NO SCALE ABBREVIATIONS EP LEGEND EDGE OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE OE OVER -EXCAVATION FL FLOWLINE FF FINISH FLOOR CL CENTERLINE FC FINISH CONCRETE ELEV ELEVATION GB GRADE LAK ME MATCH EXISTING GRADE FP FINISH PAD HP HIGH POINT FG FINISH GROUND SF SQUARE FEET EG EXISTING GROUND BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE POVC POINT ON VERTICAL CURVE EXISTING GROUND CONTOUR I • 0-4731 -114 1 WME PROPOSED GUTTER FLOWLINE ELEV. PROPOSED LANDSCAPE ELEV. PROPOSED FINISHED GRADE 0315X DIRECTION AND PERCENT OF SLOPE FOR DRAINAGE CURB AND GUTTER EXIST. CURB AND GUTTER CENTERUNE OF STREET - - PROPERTY UNE / RIGHT-OF-WAY - - - - - - - - - - - - PAD COMPACTION LIMITS 18' DRAIN (TYP.) ---o STORM DRAIN 18- DRAIN (TYP.) TYPE 'A' CATCH BASIN WITH 3.5' WADE OPENING UNLESS OTHERWISE NOTED - - - - - - - - - TRACT BOUNDARY PHASE BOUNDARY VICINITY MAP N.T.S. PROJECT AREA: 8.20 ACRES HCP AREA: 8.20 ACRES TOTAL NO. OF LOTS = 30 to rn 173.51' to S 89'06'48" E IRE -r- 3 DRIVE Vbo n r_- I o A H A 5,E 1 . , , 1640.9 , , = 89'0648' El .. I g s i 20 MIaIMIaIJ* Z ®I I I I I I E 12 r I L_L_I_�' H1AL_ 9 I : M -BISEA*kNE -DRIVE- - - - - - - _L 113 05� N 89'06 s 1 i• 1 �p I r I u 113 1 14 1 0 1 v 1 IT I x E4 � , 1 I 1 1 I I I I 1 I t 06" N 89'asfi8 W� „r w > - - , HA 8 E 3 . ,. 2274' N 0053'12" E I I NOTE: ALL PHASES ARE OWNED BY THE SAME OWNER. ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY KEY MAP SCALE: 1" = 200' INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. GRADING PLAN 3. SECTIONS AND DETAILS GRADING PLAN FOR TRACT NO. 6825 PHASE 2 ASSESSORS PARCEL NUMBER 541-010-29 GRADING PERMIT NUMBER: 13-40000070 OWNER & SUBDIVIDER: BLACK OPS REAL ESTATE IX, LLC 1400 EASTON DRIVE, SUITE 113 BAKERSFIELD, CA 93309 CONTACT PERSON - MATT WADE (661) 864-7546 GEOTECHNICAL ENGINEER: KRAZAN & ASSOCIATES, INC. 2205 COY AVENUE BAKERSFIELD, CA 93307 CONTACT PERSON - DAVID R. JAROSZ (661) 837-9200 PRELIMINARY SOILS REPORT: FILE NO. 022-13108 DATED: SEPTEMBER 6, 2013 KRAZAN & ASSOCIATES, INC. 2205 COY AVENUE BAKERSFIELD, CA 93307 CONTACT PERSON - DAVID R. JAROSZ (661) 837-9200 CIVIL ENGINEER: MCINTOSH & ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA 93309 CONTACT PERSON - ROGER MCINTOSH (661) 834-4814 PROPERTY LINE 51 1X 1X r i HOUSE FI \. �t CM ! CURB & GuTrER- ! TYPICAL LOT SWALE GRADING NO SCALE ABBREVIATIONS EP LEGEND EDGE OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE OE OVER -EXCAVATION FL FLOWLINE FF FINISH FLOOR CL CENTERLINE FC FINISH CONCRETE ELEV ELEVATION GB GRADE LAK ME MATCH EXISTING GRADE FP FINISH PAD HP HIGH POINT FG FINISH GROUND SF SQUARE FEET EG EXISTING GROUND BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE POVC POINT ON VERTICAL CURVE EXISTING GROUND CONTOUR • 0-4731 ASBUILT/AS-GRADED PAD ELEV. FF347.0 PROPOSED PAD ELEV. PROPOSED GUTTER FLOWLINE ELEV. PROPOSED LANDSCAPE ELEV. PROPOSED FINISHED GRADE 0315X DIRECTION AND PERCENT OF SLOPE FOR DRAINAGE CURB AND GUTTER EXIST. CURB AND GUTTER CENTERUNE OF STREET - - PROPERTY UNE / RIGHT-OF-WAY - - - - - - - - - - - - PAD COMPACTION LIMITS 18' DRAIN (TYP.) ---o STORM DRAIN 18- DRAIN (TYP.) TYPE 'A' CATCH BASIN WITH 3.5' WADE OPENING UNLESS OTHERWISE NOTED - - - - - - - - - TRACT BOUNDARY PHASE BOUNDARY CTION LETTER - - - - - - -�fSHEET SEC11ON LINE SECTION IS LOCATED DICT ALERT Cali: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BASIS OF BEARINGS: THE BEARING OF N. 89'0648" W. SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 30, T. 30S., R. 27E. ON K.C.S. FILED MAP NO. 7-1 BK. 6, PG. 26 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) LEGAL DESCRIPTION: LOTS 15 AND 16 OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF THE KERN COUNTY LAND COMPANY FILED JANUARY 22, 1892. r SCALE: 1 " = 50' 50 25 O 50 100 LEGEND ABBREVIATIONS EP EDGE OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE OE OVER -EXCAVATION FL FLOWLINE FF FINISH FLOOR CL CENTERLINE FC FINISH CONCRETE ELEV ELEVATION G8 GRADE BREAK DWS DESIGN WATER SURFACE FG FINISH GRADE BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE HP HIGH POINT FG FINISH GROUND SF SQUARE FEET EG EXISTING GROUND POVC POINT ON VERTICAL CURVE PIVC POINT OF VERTICAL INTERSECTION S EXISTING GROUND CONTOUR x34 .1 ASBUILT/AS-GRADED PAD ELEV. FP. 347.0 PROPOSED PAD ELEV. 36 .61 FL PROPOSED GUTTER FLOWLINE ELEV. w EXIST. TOP OF CURB ELEV. _. EXIST. GUTTER FLOWLINE ELEV. 36 .7 LS PROPOSED LANDSCAPE ELEV. 36 7 F PROPOSED FINISHED GRADE 0.315% DIRECTION AND PERCENT OF SLOPE FOR DRAINAGE CURB AND GUTTER Q�V EXIST. CURB AND GUTTER - - - - - - CENTERLINE OF STREET -_____-__-__-__-_-- PROPERTY LINE / RIGHT-OF-WAY --------------- PAD COMPACTION LIMITS 18" ORNN_(i L 0 STORM DRAIN 18- DRAIN (TYP.) D �I TYPE "A° CATCH BASIN WITH 3.5' WIDE �I OPENING UNLESS OTHERWISE NOTED .. .. .. .. TRACT BOUNDARY PHASE LINE ECTION LETTER - - - - - - - 0:sHEET SECTION LINE SECTION IS LOCATED NOT A PART OF THIS GRADING PLAN G8 .345 I _ - BIN J. 1 41 BCR 345.28 ECR 344193 I I o FP 347.Q 0 5 t i 43 44 45 46 47 48 49 5AWN 0 51 52 53 54 I I FP 34R.5 I FP 347.7 I FP 348.0 I FP 348.1 I FP 348.3 I FP 8 5 I FP 368.7 I FP 3+k8.9 I FP 3 9.0 I FP 349.2 I I I I z i {��' I I I I i FP 3 9.4 I FP 349.5 I FM49.7 x® i I i x� i x 788 i J H Irl r( i ® I ® i ® i x® r LG FP 346.7 �.. I ' �k� 7.12 I 2240 ; 7 7 G 1 fG fG 4 G fG fG 1 f° f fG I f0IAI x _k w - __ ra au. ''___4 ------- �I f _ ' I I I 7,441111347,721 ---®--+ J w � 30 I 29 i 28 � 7 � I I I I I I I 1 2 26 1 25 1 24 1 23 1 22 1 21 1 20 1 19 FP 345.8 I I f- ti FP ' F34® i FR ' FP 6.9 ' FPF7.2' x 7•� 1 x 796 I t7 I x® I x® fG I N I I I I II (' FP 347.5 I ^FP 34 -8 ( r FP 348.0 I FP 348.3 ( FP 348.6 I FP 348.9 I FR 349.1 FP 348.9 G8 34411 I .I.. _� .I i ' �� /\_ I T I � i� --- PiVC 347.14 ----� VC347.1t7 - - - - - - - 4 -- - -- -- -I -�®----- 319. - xo -�- s - --- --- --- -- - - - - - 3 FP 345.8 i I T ECR 344.15� •, 94\--- Q --- --- --- O6 s 1��6rO� 347 h: _ /(� k � �'h� •sc, 34672 i� I N �•t .r ., r,. . " .. _ ;it ^fro _ .,-•,' < nc ,n: `�42ax _ BYC 347 4 EVC BCR 0 '_ + s - " �_ $ 13+ 1 S C A Y A N 14W0 - V R_ IV E ,5100 �, ,6+I � - - �.0 17+00 , _ i» � 18+00 c 9� 19+000 y k� �c,5 y�6 -``chog �,�yy,,,> s� m - - - y!�`' 0. X 09% . �" 09R 5" Y" ;� 34691 K „. I --I�., _�_- M __�I -_-_ - �sI - �- -- - Ti •-7A9-------�I ®-4--------�- i sr=-.4..z---------�I ®------------xI�®�1i-- -------- � I s�e-7-9--0435' 08✓T2FP 9 ON4----®---I--- a I 3wz -EVC- 3-47.-�66 fG BVC 347PIW--} ®� 34716G8 34405 � ►. 6 I i I 1 I i 2` FP 6. 3 r I o I FP I FP FP x( FP1 O I 1 I 1, ( 1_` I 14,8 I I 1� I 17� I 8 %I� I + I 1 I I FP 347.2 I FP 347.5 I FP '34`7.8 FP FIN 348.3I I ' .3 f0 x FP 348.6 i FP 348.9 I i FP 349.1 FP 348.9 I I I 1 i I I � I 3 X49?,c I �t9sF I c M 3'ry)F I9 i r a.,, r; = v ;a• x.�. _ ,,.,. _.. .,« .. ,.. r. w .. �cuw �, _- I® ® 3+� 347 Via, su ® .. ®, _ AFP 346.3 I I I H A i �I - 34z, 34Z� 90 347 3 + I FP 3:7.0 F FP FP 341.7 FP X18.0 F FP 948® FP® FP 54® FP A9 2 FP:fg FPx34® FP 349® 1.7-6825 Ph 2 r m C)04Lo M0 M O> of rn d f Z O (y c ft b I O z Q J I $ W U00 M = w 3 0 x O t4l1 3 N W m 'm Q m o 5 N � b a a 0 Lu N co Z Q J CL C'3 Z Q S N Z w w 1JJ<� W Q 4 0�3 u'R6 Q�V N I" J_ � aLu a g Lu N co 0 t ej �I FINISHED PAD — 2:1 MAX SLOPE — SECTION TRACT BOUNDARY ROUGH SCALE 1"-10' PAD LMITS m RW P,� auacg C SECTION 3 BACKHEN LOTS IS > 0 3PING SCALE 1"-10' E ROUGH GRADE LIE E SECTION 3 SIDE TO FRONTTLLO;"ROUGH GRADING pyw t D SECTION 3 BACK OF LOTS PING SCALE 1'-10' F SECTION 3 FRONT TO FRONT LOT ROUGH GRADING SCALE V-10' Pf PHASE 3 LSFIG ROUND GROIq 1.1 MAX SLOPE SECTION PHASE UNE ROUGH GRADING I e3 VARDEN STREET K BISCAYANE DRIVE DETAIL 3 HORIZONTAL SCALE: 1" = 20' 0 PHASE 1 PROPOSED 4.5 COMBINATION SIDEWALK-✓ i, 01 PROPOSED CUEI a GUTTER H SECTION 3 FRONT OF LOT TO PHASE L SCALE 1"=10' ROUGH GRADE LINE t 1.7-6825 Ph 2 r I FI�PAD I LIMITS 20' UY 20' ' OA1tIDHT I iD 2-0$ I 2_0$ 2.0$ 4:1 M, a 2A% �— I FNISFED PAID Y PROPOSED 4.5 OOMBIIATKIi SIDEWN K ROUGH GRADE ITIIE 1 2.0$ 2.0$ I CURB & GUTTER A SECTION PROPOSED 45' COYENNATION SIDEWALK ROUGH GRADE LINE 3 PARK TO SIDE LOT ROUGH GRADING SCALE 1"-10' PROPOSED OM t GUTTER �I FINISHED PAD — 2:1 MAX SLOPE — SECTION TRACT BOUNDARY ROUGH SCALE 1"-10' PAD LMITS m RW P,� auacg C SECTION 3 BACKHEN LOTS IS > 0 3PING SCALE 1"-10' E ROUGH GRADE LIE E SECTION 3 SIDE TO FRONTTLLO;"ROUGH GRADING pyw t D SECTION 3 BACK OF LOTS PING SCALE 1'-10' F SECTION 3 FRONT TO FRONT LOT ROUGH GRADING SCALE V-10' Pf PHASE 3 LSFIG ROUND GROIq 1.1 MAX SLOPE SECTION PHASE UNE ROUGH GRADING I e3 VARDEN STREET K BISCAYANE DRIVE DETAIL 3 HORIZONTAL SCALE: 1" = 20' 0 PHASE 1 PROPOSED 4.5 COMBINATION SIDEWALK-✓ i, 01 PROPOSED CUEI a GUTTER H SECTION 3 FRONT OF LOT TO PHASE L SCALE 1"=10' ROUGH GRADE LINE t 1.7-6825 Ph 2 r