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HomeMy WebLinkAbout6.9-292GRADING NOTES 1. GRADING SHALL CONFORM TO STANDARDS, SPECIFICATONS, AND REQUIREMENTS OF THE LATEST EDITION OF THE CALIFCRNIA BUI'_DING CODE APPENDIX J GRADING, AS ADOPTED BY THE LOCAL GOVERNING AGENCY AND STANDARDS PERTAINING THEREOF AND TO -HE REQUIREMEN-S OF THE PRELIMINARY SOILS REPORT PREPARED FOR THIS PROJECT BY: SOILS ENGINEERING , INC. 4400 YEAGER WAY BAKERSFIELD, CALIFORNIA 93313 PHONE 661-831-5100 SEI FILE 18-16728 ALL GRADING WORK SHALL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX J OF CALIFORNIA BUILDING CODE. NOTE: SHOULD A CONFLICT OCCUR BETWEEN THE FOLLOWING NOTES AND THE SOILS REPORT. THE MORE STRINGENT REQUIREMENTS SHALL PREVAIL. 2. THE CONTRACTOR SHALL REMOVE AND OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE LOCAL GOVERNING ROADS DEPARTMENT. 3. ALL EXISTING IMPROVEMENTS THAT ARE REMOVED, DAMAGED, OR JNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY CITY ENGINEER OF APPLICABLE AGENCY. 4. ALL CUT SLOPES SHALL BE NO STEEPER THAN (2) TWO HORIZONTAL TO (1) ONE VERTICAL. 5. ALL FILL SLOPES SHALL BE NO STEEPER THAN (2) TWO HORIZONTAL TO (1) ONE VERTICAL. 5A. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES. 58. DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT DEPTH ARE REQUIRED AT TOP OF CUT AND FILL SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOn OF OUT. 5C. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND BENCHED TO SUPPORT FILL. 50. ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET HORIZONTALLY OF THE TOP OF EXISTING AND/OR PLANNED SLOPES. 5E. ALL SLOPES IN EXCESS OF THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CU-. 6. ALL VEGETABLE MATTER SHALL BE REMOVED FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED, AND THE SURFACE SHALL BE PLOWED SCARIFIED TO A DEPTH OF AT LEAST TWELVE INCHES (12"), AND UNTIL THE SURFACE IS FREE FROM RJTS, HUMMOCKS OR OTHER UNEVEN FEATURES WHICH WOULD TEND TO PREVEN- UNIFORM COMPACTION BY THE EQUIPMENT TO BE USED. 7. FILL MATERIALS: MATERIALS FOR FILL SHALL CONSIST OF MATERIAL SELECTED BY THE SOILS ENGINEER FROM SOURCES IDENTIFIED IN LABORATORY REPORTS WHICH HAVE PREVIOUSLYBEEN ACCEPTED BY THE ROADS DEPARTMENT. THE MATERIAL USED SHALL BE FREE FROM VEGETABLE MATTER AND OTHER DELETERIOUS SUBSTANCES AND SHALL NOT CONTAIN ROCKS OR LUMPS HAVING A DIAMETER OF OR MORE THAN SIX INCHES (6"). LOCAL ENGINEERING, BUILDING, AND OR SURVEYING DEPARTMENT SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF THE PLACEMENT OF ANY FILL MATERIAL. 8. AMOUNT OF COMPACTION: AFTER EACH LAYER (LIFT) HAS BEEN PLACED, MIXED AND SPREAD EVENLY, IT SHALL BE THOROUGHLY COMPACTED TO THE SPECIFIED DENSITY. THE SPECIFIED DENSITY WILL BE STATED AS A PERCENTAGE OF THE MAXIMUM DENSITY ATTAINABLE USING CURRENT ASTM DENSITY TEST NO. D 1557 THE SPECIFIED DENSITY TYPICALLY WILL BE NINETY PERCENT (907) OF THE MAXIMUM FOR MOST COHESIVE, NON -EXPANSIVE SOILS, HOWEVER IT WILL BE ESTABLISHED AS APPROPRIATE FOR THE MATERIALS AND ENVIRONMENT DEFINED. FILL COMPACTION SHALL CONFORM TO U.B.C. STANDARDS AND LOCAL GRADING STANDARDS. 9. DEPTH AND MIXING OF FILL LAYERS: THE SELECTED FILL MATERIAL SHALL BE PLACED IN LEVEL, UNIFORM LAYERS WHICH, WHEN COMPACTED, SHALL HAVE A DENSITY CONFORMING TO THAT STIPULATED IN THE SOILS REPORT SPECIFICATIONS. EACH LAYER SHALL BE THOROUGHLY BLADE MIXED DURING THE SPREADING TO INSURE UNIFORMITY OF MATERIALS IN EACH LAYER. COMPACTED LAYER -HICKNESS NORMALLY WILL BE SIX (6"), HOWEVER, IT MAY SE SPECIFIED OTHERWISE IF COMPACTION EQUIPMENT OF DEMONSTRATED CAPABILITY WILL BE USED. THE SOILS ENGINEER AND THE INSPECTORS SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO THE PLACING OF ANY FILL MATERIAL. 10. COMPACTING AREA TO BE FILLED: AFTER THE FOUNDATION FOR THE FILL HAS BEEN CLEARED AND PLOWED OR SCARIFIED, IT SHALL BE DISKED OR BLADED UNTIL IT IS UNIFORM AND FREE FROM LARGE CLODS, BRCUGHT TO THE PROPER MOISTURE CONTENT, AND COMPACTED (TYPICALLY) TO NOT LESS THAN NINETY (90%) OF MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD PER APPENDIX J OF THE CURRENT CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS AND REPORT FROM SOLS ENGINEER, IN ACCORDANCE WITH CURRENT ASTM DENSITY TEST NO. D 1557, OR TO SUCH OTHER DENSITY AS MAY BE DETERMINED APPROPRIATE FOR THE MATERIALS AND CONDITIONS AND ACCEPTABLE TO THE ENGINEER AND OR INSPECTORS. 11. ROCK: WHEN FILL MATERIAL INCLUDES ROCK, THE MAXIMUM ROCK SIZE ACCEPTABLE SHALL BE SIX INCHES (6"). NO LARGE ROCKS SHALL BE ALLOWED TO NEST AND ALL VOIDS MUST BE CAREFULLY FILLED WITH SMALL STONES OR EARTH, PROPERLY COMPACTED. NO LARGE ROCKS WILL BE ?ERMITTED WITHIN TWELVE INCHES (12"), OF THE FINISHED GRADE. 12. MOISTURE CONTENT: THE FILL MATERIAL SHALL BE COMPACTED AT THE APPROPRIATE MOISTURE CONTENT SPECIFIED FOR THE SOILS BEING USED,. AS IDENTIFIED IN LABORATORY AND SOILS REPORT. MOISTURE CONTENT TOLERANCES SHOULD BE CLEARLY DEFINED FOR PLACEMENT OF EACH MATERIAL PROPOSED FOR USE IN A FILL. APPROPRIATE MOISTURE CONTENT IS DEFINED TYPICALLY, AS OPTIMUM MOISTURE CONTENT, HOWEVER FOR EXPANSIVE SOILS IT MAY BE GREATER THAN OPTIMUM MOISTURE CONTENT, AND OTHER MOISTURE CONTENTS MAY BE NECESSARY TO PRODUCE THE DESIRED RESULTS WITH SPECIFIC SOILS. 13. DENSITY TESTS: FIELD DENSITY TEST SHALL BE MADE BY THE SOILS ENGINEER OF THE COMPACTION OF EACH LAYER OF FILL. DENSITY TEST SHALL BE TAKEN IN THE COMPACTED MATERIAL BELOW THE DISTURBED SURFACE. WHEN THESE TESTS INDICATE THAT THE DENSITY OF ANY LAYER OF FILL OR PORTION THEREOF IS BELOW THE REQUIRED DENSITY, THE PARTICULAR LAYER OF PORTION SHALL BE REWORKED UNTIL THE REQUIRED DENSITY HAS BEEN OBTAINED. SUFFICIENT DENSITY TESTS SHALL BE MADE TO SUPPORT THE SOILS ENGINEER'S CER-IFICATION OF EACH FILL LAYER. amrNbeftbdova 0111111111, 1 you ft 14. REPRESENTATIVES OF THE SOILS ENGINEER WILL OBSERVE THE WORK IN PROGRESS, MAKE TESTS OF THE SOIL, AND REVIEW THE EXCAVATIONS AND TRENCHES. THE CIVIL ENGINEER WILL OBSERVE GRADING OPERATIONS TO FACILITATE SUBSTANTIAL COMPLIANCE WITH THE PLANS. SPECIFICATIONS AND CODES WITH'.N HIS PURVIEW. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND TECHNIQUES, SEQUENCES AND PROCEDURES. TI -E CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR COND. TIONS ON THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. INTERMITTENT VISITS BY THE SOILS ENGINEER OR THE CIVIL ENGINEER DO NOT INCLUDE REVIEW OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE. 15. GRADING WORK SHALL BE DONE IN A MANNER TO PREVENT STORM DAMAGE TO PUBLIC OR PRIVATE PROPERTY P OF OTHERS BY FLOODING EROSION DEPOSITION, DEBRIS, OR ANY OTHER DAMAGE RESULTING FROM THE GRADING WORK. 16. SURFACE DRAINAGE ON DIRT SHALL HAVE A MINIMUM SLOPE OF 2% PERCENT AWAY FROM ALL STRUCTURES FOR A MINIMUM DISTANCE OF 5 FEET. 16A. SURFACE DRAINAGE TO BE ONE (1%) MINIMUM TO APPROVED DRAINAGE FACILITY, EXCEPT AS WAIVED BY BUILDING OFFICIAL. 17. THE CIVIL ENGINEER, GEOTECHNICAL ENGINEER, BUILDING OFFICIAL AND ANY GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE PROJECT SHALL BE NOTIFIED BY THE CONTRACTOR OF THE OWNER A MINIMUM OF 48 HOURS PRIOR TO THE TIME THAT GRADING IS TO COMMENCE AND THE CONTRACTOR OR THE OWNER SHALL MAKE ALL NECESSARY ARRANGEMENTS FOR THEIR INSPECTIONS. 18. THE SOILS ENGINEER SHALL BE NOTIFIED SUFFICIENTLY IN ADVANCE TO PERMIT EXAMINATION OF SUBGRADE AND TESTING OF FILL AND FINAL GRADES. THE SOILS ENGINEER SHALL BE NOTIFIED OF ANY CONDITION THAT MAY EFFECT T'HE PROJECT. 19. THE CONTRACTOR SHALL OBTAIN ANY PERMITS NECESSARY FOR ANY CONSTRUCTION WITHIN STREET RIGHT-OF-WAY FROM THE LOCAL GOVERNING AGENCY. 20. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR EXCAVATIONS FIVE (5) FEET OR DEEPER. 21. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORIAL CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 22. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE GOVERNING PUBLIC WORKS DEPARTMENT PRIOR TO WORKING WITHIN THE STREET RIGHT-OF-WAY. 23. IMPROVEMENTS IN THE STREET RIGHT -OF WAY MADE IN REFERENCE TO APPROVED STREET PLANS. 24.. CONTRACTOR IS RESPONSIBLE FOR THE GRADING OF LOT PAD AREAS TO WITHIN .01' OF THE DESIGN ELEVATION. 25. ALL AREAS IN THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST BE COMPACTED TO 90% RELATIVE DENSITY, FOR A MINIMUM DISTANCE OF (5) FEET IN ALL DIRECTIONS FROM THE FOUNDATION OF THE STRUCTURE. 26. COMPACTION IN PROPOSED PAVEMENT AREAS SHOULD BE THE SAME AS FOR THE BUILDING PADS, AND SHALL EXTEND TO A MINIMUM DISTANCE OF (2) FEET BEYOND THE OUTSIDE EDGE OF PAVEMENTS, 27. DURING GRADING, REASONABLE SEARCHING SHOULD BE PERFORMED FOR CANCELED SUBSURFACE OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHOULD BE REMOVED. IF THE -ERMINUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT LIMITS, THE PIPING SHOULD BE REMOVED WITHIN THE PROJECT AND PROPERLY CAPPED AT THE PROJECT BOUNDARY. 28. DUS- CONTROL: SHALL MEET THE REQUIREMENTS OF THE CALIFORNIA CONSTRCCTION GENERAL PERMIT (SWRCB ORDER NO. 2009-0009-DWQ AS AMENDED BY ORDER 20".0-0014-DWO AND ORDER 2012-0006-DWO.). AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREVENT A DUST NUISANCE ORIGINATING FROM THE SITE OF WORK AS A RESU_T OF HIS OPERATIONS DURING THE EFFECTIVE PER.OD OF THIS CONTRACT. PREVENTATIVE MEASURES TO BE TAKEN BY THE CONTRACTOR SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING; A. WATER SHALL BE APPLIED TO ALL UNPAVED AREAS AS REQUIRED TO PREVENT THE SURFACE FROM BECOMING DRY ENOUGH TO PERMIT DUST FORMATION. S. PAVED SURFACES OVER WHICH VEHICULAR TRAFFIC IS PERMITTED TO TRAVEL SHALL BE KEPT FREE OF DIRT. 29, CONTRACTOR TO COORDINATE WITH INSPECTOR AND DEVELOPER, THE LCCATION OF THE BORROW OR SPOILS PRIOR TO CONSTRUCTION. 30. THE LOCATION OF EXISTING U-ILi TIES AND 'UNDERGROUND PIPELINES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILIFIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK, CONTRACTOR ASSUMES ALL LIABILITY FOR ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. 31. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AND THE LOCAL PUBLIC WORKS DEPARTMENT AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION TO MARK THE LOCATIONS OF EXISTING UTILITY LINES. PHONE: USA 811 32. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED N AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 33. ANY WORK CONNECTION TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEERS ESTIMATE FOR THE WORK IN EXISTING PUBLIC RIGFT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT. 34. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTON SECTION SHALL BE GIVEN AT LEAS- 24 HOURS NOTICE. THE BECTON MAY BE NOTIFIED AT (661)326-3049. 35. COMPACTION TEST SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATIONS OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 35. LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 27. MAXIMUM S-_OPE RATIO FROM BACK OF SIDEWALK TO FACE CF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR THE TWO FEET BEHIND TIE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE C.TY ENGINEER MAP APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 37. FACES OF ALL CUT AND FILL SLOPES SHALL SHA_L BE PLANTED WITH GROUND COVER INDIGENOUS TO THE AREA AND MANTAINED AGAINST EROSION. 38. ANY PUBLIC FACILITIES IN STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSTRUCTION OR REPAIRS AS DETERMINED BY THE CITY ENGINEER. A feinar CONSULTING CIVIL ENGINEERS Established 1997 214 BERNARD STREET BAKERSFIELD, CA 93305 K660716-7443 F060716-7443 www.afinar.net EARTHWORKS PARCEL 9 PARCEL MAP 7662 5301 GASOLINE ALLEY DRIVE BAKERSFIELD, CA 93313 APN 499-583-15 GRADING PERMIT #40000045 SPR 17-0329 UTILITY COMPANIES TOTAL DISTURBANCE SURFACE AREA = 40,677± SF (0.93 ACRES) GROSS CUT 98 CUBIC YARDS GROSS FILL 1,490 CUBIC YARDS QUANTITIES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. THE CONTRACTOR SHALL NOT USE THESE QUANTITIES TO EASE HIS BID ON. IMPORT MATERIAL MUST BE FROM APPROVED LOCATION VERIFIED BY SOILS ENGINEER. NPDES - STORMWATER IF THE PRCJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT' (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER N0. 2009-009 DWQ AS AMENDED BY ORDER 2010-0014-DWO AND ORDER 2012-006-DWQ; MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONS -RUC -10N ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. CALIFORNIA WATER CODE - NPDES PERMIT ACTIVITY CALIFORNIA BUILDING STANDARDS CODE WITH RESPECT TO THE STORMWATER AND NPDES REQUIREMENTS PER THE ABOVE REFERENCED CODES, REGULATIONS AND STANDARDS: 1. CONSTRUCTION ACTIVITY WILL NOT RESULT IN THE DISTURBANCE OF ONE ACRE OR MORE OF TOTAL LAND AREA 2. CONSTRUCTION ACTIVITY 'OIL & GAS' WILL NOT RESULT IN THE DISCHARGE TO A WATER OF THE STATE OF STORMWATER CONTAINING CONTAMINANTS AND/OR SEDIMENTS THAT WILL CONTRIBUTE TO A VIOLATION OF WATER QUALI-Y STANDARDS. 3. CONSTRUCTION ACTIVITY WILL COMPLY WITH CA-IFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) REQUIREMENTS. DUST CONTROL 1. PORTABLE WATER WILL BE APPLIED TO DISTURBED SOIL AREAS OF THE PROJEC- SITE TO CONTROL DUST AND MAINTAIN OPTIMUM MOISTURE LEVELS FOR COMPACTION. THE WATER WILL BE APPLIED USING WATER TRUCKS. AS SHOWN ON THE PROJECT SCHEDULE, PROJECT SOILS WILL BE DISTURBED AND EXPOSED FROM APPROXIMATELY MAY 1 THROUGH SEPTEMBER 15. WATER APPLICATIONS WILL BE CONCENTRATED DURING THE LATE SUMMER AND EARLY FALL MONTHS. THE TOTAL WATER TO BE APPLIED IS EXPECTED TO BE BETWEEN 110,000 AND 180.000 FT. 2. BMP WE -1, WIND EROSION CONTROL, AND BMP NS -1, WATER CONSERVATION PRACTICES, WILL BE IMPLEMENTED TO PROVIDE DUST CONTROL AND PREVENT DISCHARGES FROM DUST CONTROL ACTIVITIES AND WATER SUPPLY EQUIPMENT. WATER APPLICATION RATES WILL BE MINIMIZED AS NECESSARY TO PREVENT RUNOFF AND PONDING AND WATER EQUIPMENT LEAKS WILL BE REPAIRED IMMEDIATELY. * MOST DUST CONTROL MEASURES REQUIRE FREQUENT, OFTEN DAILY, OR MULTIPLE TIMES PER DAY ATTENTION. 3. DURING WINDY CONDITIONS (FORECAST OR ACTUAL WIND CONDITIONS APPROXIMATELY 25 MPH OR GREATER), DUST CONTROL WILL BE APPLIED TO DISTURBED AREAS, INCLUDING HAUL ROADS, TO ADEQUATELY CONTROL WIND EROSION. 4. BMP WM-3, STOCKPILE MANAGEMENT, USING SILT FECES AND PLASTIC COVERS WILL BE IMPLEMENTED TO PREVENT WIND DISPERSAL OF SEDIMENT FROM STOCKPILES. THESE PLANS WERE PREPARED 1 BY ME OR UNDER MY DIRECTION C, PE t___11 DATE DATE: I BY: I REVISION 12/14/18 I BOB I PLAN CHECK 1 RESPDNCE 1. ELECTRICITY: PACIFIC GAS & ELECTRIC COMPANY LES INGLE 4101 WIBLE RD. BAKERSFIELD, CA 93313 1-661-398-5975 2. GAS: PACIFIC GAS & ELECTRIC COMPANY LES INGLE 4101 WIBLE RD. BAKERSFIELD, CA 93313 1-661-398-5975 3. CABLE: SPECTRUM 4. TELEPHONE SPECTRUM 5. WATER: CALIFORNIA WATER COMPANY SHEET "G3" BRIAN BENNETTE DRAINAGE 3725 SOJTH H STREET EC BAKERSFIELD, CA 93304 ASSUMED (661)837-7241 6. SEWER: CITY OF BAKERSFIELD TBM- A2 PUBLIC WORKS DEPARTMENT TC 1501TRUXTUN AVENUE AND TIN ON BAKERSFIELD, CA 93301 PAVEMENT OFF LIP OF (661)326-3576 BENCH MARK TBV- Al ( CONTROL POINT SET NAIL AND TIN ON EXISTING PAVEMENT OFF LIP OF GUTTER AS SHOWN ON SHEET "G3" GRADING AND DRAINAGE PLAN EC - ENPCURVE ASSUMED ELEVATION ECR TC= 300.00' TBM- A2 ( CONTROL POINT ) TC SET NAIL AND TIN ON EXISTING PAVEMENT OFF LIP OF GUTTER AS SHOWN ON SHEET "G3" GRADING AND DRAINAGE PLAN - FILL OL ASSUMED ELEVATION TC= 300.29' LEGAL DESCRIPTION PARCEL 9 OF PARCEL MAP NO. 7662 BASIS OF BEARING CENTER LINE OF GASOLINE ALLEY DRIVE PER PARCEL MAP 7662 TAKEN AS: N 0' 35' 21" E The GRADING PLAN as shown on this drawing is Mroq apptpsetl. subo [ anyxta,caledcortwilonswaddn,ons. Approvalbythe Plbkc Woks Dapanrrem and Bunang Depanmad ,nakales appraW ollp Y M seal critens used and conlohnance in UI, Sandrae. Coad ade lw=ures. d cat sono Inesub is plan and shall hsnalla ciagortyele Ipdelf paid dcaltunplet d,TMsPiananasnarlsupMaCNHMO'tl- preeaa' plan akar cartpW,on dare Crasn9. APPROVED ��BY: (n,{7W Woft Departtnen Daft 61.1 R ./1/9 Suikkng Departmett Date VICINITY MAP IMPROVEMENT PLAN SHEET INDEX GRADING AND DRAINAGE PLANS GD -1 COVER SHEET GD -2 SITE DEMOLITION PLAN GD -3 GRADING PLAN GD -4 DETAILS I FGFNr) P - 7 01 -PAVEMENT FF - FIIdI-HED FLOOR ELEVATION FP - F.MSHED PAD ELEVATION RE - LANDSCAPE AREA BC I � � EC - ENPCURVE BCR CITY OF ECR - ENO CURVE RETURN -- I-. - BUILDIN(;. - FLOW LINE TC - TOP OF CURB C - CONCRETE N - GRADE BREAK TF - TOP OF FOOTING TW - TOP OF WALL F - FILL OL -9aEtte�Ave--; 5gH BVC - BEOIN VERTICAL CURVE VPI - VERTICAL POINT OF INTERSECTIO POVC - f CB - CA'TCH BASIN - - SAWCUT T.I. l- INV. - PIPE INVERT x - - SANITARY SEWER MANHOLE 1y � I hall a ^PinLwyy.>: VICINITY MAP IMPROVEMENT PLAN SHEET INDEX GRADING AND DRAINAGE PLANS GD -1 COVER SHEET GD -2 SITE DEMOLITION PLAN GD -3 GRADING PLAN GD -4 DETAILS I FGFNr) P - 7 01 -PAVEMENT FF - FIIdI-HED FLOOR ELEVATION FP - F.MSHED PAD ELEVATION L.S. - LANDSCAPE AREA BC - BEOIN CURVE EC - ENPCURVE BCR - BEOIN CURVE RETURN ECR - ENO CURVE RETURN FL - FLOW LINE TC - TOP OF CURB C - CONCRETE GB - GRADE BREAK TF - TOP OF FOOTING TW - TOP OF WALL F - FILL OL - DAYLIGHT BVC - BEOIN VERTICAL CURVE VPI - VERTICAL POINT OF INTERSECTIO POVC - POINT OF VERTICAL CURVE CB - CA'TCH BASIN SC - SAWCUT T.I. - TRAFFIC INDEX INV. - PIPE INVERT SSMH - SANITARY SEWER MANHOLE C.O.R. - CITY OF RIDGECREST AC - ASPHALT CONCRETE AS - AGGREGATE BASE C / F - CUT / FILL DAYLIGHT - CONSTRUCTION NOTE .�- - DIRECTION OF DRAINAGE (MIN. 2% IN LANDSCAPE AREA) - EXISTING MANHOLE - PROPOSED MANHOLE - EXISTING FIRE HYDRANT - PROPOSED FIRE HYDRANT - EXISTING POWER POLE - PROPOSED POWER POLE D4 - EXISTING WATER VALVE p� - PROPOSED WATER VALVE - EXISTING STREET LIGHT .-- - PROPOSED STREET LIGHT - HANDICAP PARKING SDDI - DRAIN INLEI - NEW SITE BOUNDARY D.S. - DOWN SPOUT - EXIS-ING SITE BOUNDARY S - SWALE - GENERAL PROPOSED P - PAVEMENT DRIVE DIRECTION G - GROUND - PAVEMENT 5 - SEWER yy -WATER A - BENCH MARK SD - STr7RM DRAIN PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY 'UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FUFTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY AND THAT THIS REQUIREMENT SHALL APPLY CONTNUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH LOCAL ORDINANCES, STANDARDS AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR DEVIATIONS FROM THOSE ORDINANCES OR STANDARDS ENCOUNTERED DURING CONS -RUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS FdF.6rECrED �N THE SNS AND SUBMITTED TO THE ENGINEER. B D ORTIZ SALGADO, R.C.E. 71320 DATE PARCEL 9 OF PARCEL MAP 7662 JIM BURKE FORD -LINCOLN QUICK LANE 5301 GASOLINF ALLEY DRIVE COVER SHEET/ GRADING NOTES K2C0(OS NO. DATE: 8-16-18 DRAWN BY: AFINAR SCALE: AS NC ED „OB#: 2018-12 GD -1 Z ,Q V w� CL IL 2 d✓53dI �� 11111 OIL1100 1. PORTABLE WATER WIL_ BE APPLIED TO DISTURBED SOIL AREAS OF THE PROJECT SITE TO CONTROL DUST AND MAINTAIN OPTIMUM MOISTURE LEVELS FOR COMPACTION. THE WATER WILL BE APPLIED USING WATER TRUCKS. AS SHOWN ON THE PROJECT SCHEDULE, PROJECT SOILS WILL BE DISTURBED AND EXPOSED FROM APPROXIMATELY MAY 1 THROUGH SEPTEMBER 15. WATER APPLICATIONS WILL BE CONCENTRATED DURING TI -E LATE SUMMER AND EARLY FALL MONTHS. THE TOTAL WATER TO BE APPLIED IS EXPECTED TO BE BETWEEN 110;000 AND 180,000 FT. 2. BMP WE -1, WIND EROSION CONTROL, AND BMP NS -1, WATER CONSERVATION PRACTICES, WILL BE MPLEMENTED TO PROVIDE DUST CONTROL AND PREVENT DISCHARGES FROM DUST CONTROL ACTVITIES AND WATER SUPPLY EQUIPMENT. WATER APPLICATION RATES WILL BE MINIMIZED AS NECESSARY TO PREVENT RUNOFF AND PONDING AND WATER EQUIPMENT LEAKS WILL BE REPAIRED IMMEDIATELY. * MOST DUST CONTROL MEASURES REQUIRE FREQUENT, OFTEN DAILY, OR MULTIPLE TIMES PER DAY ATTENTION. 3. DURING W.NDY CONDITIONS (FORECAST OR ACTUAL WIND CONDITIONS APPROXIMATELY 25 MPH OR GREA-ER) DUST CONTROL WILL BE APPLIED TO DISTURBED AREAS, INCLUDING HAUL ROADS, TO ADEQUATELY CONTROL WIND EROSION. 4. BMP WM-3, STOCKPILE MANAGEMENT, USING SILT FECES AND PLASTIC COVERS WILL BE IMPLEMENTED TO PREVENT WIND DISPERSAL OF SEDIMENT FROM STOCKPILES. OLooking West at South property line © Looking South along the West prone ;y I ne OLocking Nara''"I a. SoLtheast corner Kmw ma below. W be(OM YOU dig. �!'Af inar CONSULTING CIVIL ENGINEERS Established I997 EX. BLOCKWALL- PROTECT © Looking West at Southwest corner OLooking South along the Wes property line III III III I h 0 o" Al r%TC C DAMAGED PAVEMENT, SIDEWALKS, UTILITY LINE, AND ANY OTHER IMPROVEMENTS ADJACENT TO PROPOSED WORK SHALL BE PROTECTED BY CONTRACTOR AND IF DAMAGED DURING CONTRACTION WALL BE REPLACED AND REPAIRED AT CONTRACTOR'S EXPENSE. o � 3- otic a oti. e e LL o h °x �y Og I I 7° Ogg O° h°° S EX. PAVEMENT n xl e NNNNM f= EX. PAVEMENT I If III Q PROTECTS r PROTECTS p III f l p o° 5 I V SAW CUT LINE `� — °`^ \ ' woo. L '°a ° Q c ° Ili D3. \ \ 111 tib g oti op ah o \ 1 O)\ O^ A\ O` 5� EX. BURIED POWER III %C'oa \ LINE - PROTECT I"62 III .SAW CUT LINE D3 \ III o og o` `. i\Cuo�^� \ ooh oo. Q X'Dae X'e 50.0 0.. \ 71)5 \ \ DS SAW EX. BURIED GAS—/' \ LII�F DS " z LINE - PROTECT "'� \ o a I- D4 o D4 1 e.... N >,,'3qJCQ e Po XeQ- a TSE .' CURB. '.GUTT.ER' & I IDEWA K PROTECT ad'. ... SAW CUT LINE e \ ` moi' °�. _ iC'Q .. 48.82' \ w 19 J .. ... .. D5. I'I .. D3 .. W °pg 0 X HAINLINK FENCE UR PROTECT us e ay ,D409Q e N k y3 3 hO4 p iqg Oa� a N `O p0 .02. ,P o° o D2 —. r moo SITE DEMOLITION PLANSEE CALDLOOTOAIL PROT ING PLAN CTION3 ANDR (G) EXISTING BURIED GAS (P) EXISTING BURIED ELECTRIC BANK (RW/PL) RIGHT OF WAY / PROPERTY LINE 0 20 40 10 30 OFF SITE DEMO ON SITE DEMO SCALE: 1"=20' i J� FOUND MONUMEN- IV LAMPHOLE CENTER_VE MOTOR CENTER DR VE PM 7662 Im d EX. SEWER N MAIN M 6° O z CONTROL POINT SITE BENCH " A2 PT. 200 X . N= 5132.97 EL 5000.00 ELEV. 300.29' I %° I I ' a ccP Ma EX. STORM ` DRAIN � r � W 0o ati 1�7—CL STREET Y�1I J II 0I -(G>4 (P)- -i I I i loy- w II I h�ep9� N IIII Iz } �) °lb Im� II II CO TR L POINT14TE BENCH _..I ' A " PT. 10017 N= 5000.00 E= 500.00 I I F li ELEV. 00.00' 1 1 TA'=F== ry,, III I T o 11 III I _ III 1 III I EX. ELECTRIC TRANSFORMER AND BOLLARDS - PROTECT E� I FOUND MONUMENT N LAMPHOLE NO OFF SITE DEMO PROPOSED O1 REMOVE EXISTING CONCRETE BEHIND EXISTING CURB NORTiI 01 NOT USED D2 REMOVE EXISTING CURB AND GUTTER D3 REMOVE EXISTING CHAIN LINK FENCE D4 REMOVE EXISTING LIGHT POLE AND FOUNDATION. DISCONNECT POWER PRIOR TO WORK D5 REMOVE EXISTING PAVEMENT AND BASE ROCK 5 FOOT BEYOND BUILDING OUTLINE. GRADE AND COMPACT BUILDING PAD PER GRACING PLAN AND SOILS REPORT. DS AT THE APPROPRIATE TIME PULVERIZE EXISTING PAVEMENT PARKING LOT TO A PERTH EQUAL TO EXISTING PAVEMENT +3" USE MATERIA'_ TO REGRADE PARKING LOT AREA' Cit Records No. THESE PLANS WERE PREPARED DATE: BY: REVISION PARCEL 9 OF PARCEL MAP 7662 DATE: 8-16-18 214 BERNARD STREETBY ME OR UNDER MY DIRECTION DRAWN BY: AFINAR QpOFE55/a�12/14/18 BOB PLAN CHECK 1 RESPONCE BAKERSFIELD, CA 93345 U� �ORTJ2, JIM L3URKE FORD -LINCOLN OUICK LANE SALE: As NOTED P:(661)716-7443 F:(661)716-7443 No. 71320 5301 GASOLINE ALLEY DRIVE JOB#: 2018-12 * Exp. 12-31- 9 D www.afinar.net � � 2-��f SITE DEMOLITION PLAN BE ARD 0. SALGADO, PE DATE ,d^--- ------ ----� ------ —�— — -- o — D4 — — — — T — °� @\ 0 C 0 D1 D2 1 � e EX. CHAINLINK FENCE L's°°o EX. CURB AND GUTTER BEHIND CURB PROTECT oyg OUTSIDE PROPERTY - D?OTECT NOTE: EX. CURB AND GUTTER ° ,. f PROTECT SITE DEMOLITION PLANSEE CALDLOOTOAIL PROT ING PLAN CTION3 ANDR (G) EXISTING BURIED GAS (P) EXISTING BURIED ELECTRIC BANK (RW/PL) RIGHT OF WAY / PROPERTY LINE 0 20 40 10 30 OFF SITE DEMO ON SITE DEMO SCALE: 1"=20' i J� FOUND MONUMEN- IV LAMPHOLE CENTER_VE MOTOR CENTER DR VE PM 7662 Im d EX. SEWER N MAIN M 6° O z CONTROL POINT SITE BENCH " A2 PT. 200 X . N= 5132.97 EL 5000.00 ELEV. 300.29' I %° I I ' a ccP Ma EX. STORM ` DRAIN � r � W 0o ati 1�7—CL STREET Y�1I J II 0I -(G>4 (P)- -i I I i loy- w II I h�ep9� N IIII Iz } �) °lb Im� II II CO TR L POINT14TE BENCH _..I ' A " PT. 10017 N= 5000.00 E= 500.00 I I F li ELEV. 00.00' 1 1 TA'=F== ry,, III I T o 11 III I _ III 1 III I EX. ELECTRIC TRANSFORMER AND BOLLARDS - PROTECT E� I FOUND MONUMENT N LAMPHOLE NO OFF SITE DEMO PROPOSED O1 REMOVE EXISTING CONCRETE BEHIND EXISTING CURB NORTiI 01 NOT USED D2 REMOVE EXISTING CURB AND GUTTER D3 REMOVE EXISTING CHAIN LINK FENCE D4 REMOVE EXISTING LIGHT POLE AND FOUNDATION. DISCONNECT POWER PRIOR TO WORK D5 REMOVE EXISTING PAVEMENT AND BASE ROCK 5 FOOT BEYOND BUILDING OUTLINE. GRADE AND COMPACT BUILDING PAD PER GRACING PLAN AND SOILS REPORT. DS AT THE APPROPRIATE TIME PULVERIZE EXISTING PAVEMENT PARKING LOT TO A PERTH EQUAL TO EXISTING PAVEMENT +3" USE MATERIA'_ TO REGRADE PARKING LOT AREA' Cit Records No. THESE PLANS WERE PREPARED DATE: BY: REVISION PARCEL 9 OF PARCEL MAP 7662 DATE: 8-16-18 214 BERNARD STREETBY ME OR UNDER MY DIRECTION DRAWN BY: AFINAR QpOFE55/a�12/14/18 BOB PLAN CHECK 1 RESPONCE BAKERSFIELD, CA 93345 U� �ORTJ2, JIM L3URKE FORD -LINCOLN OUICK LANE SALE: As NOTED P:(661)716-7443 F:(661)716-7443 No. 71320 5301 GASOLINE ALLEY DRIVE JOB#: 2018-12 * Exp. 12-31- 9 D www.afinar.net � � 2-��f SITE DEMOLITION PLAN BE ARD 0. SALGADO, PE DATE it I ° I I III I e 6 II I OFFSITE IMPROVEMENTS ONSITE IMPROVEMENTS ` OVER EXCAVATE AND COMPA T BUILDING -PAD AREA PER RECOMMENDATIONS DETAIL 8 GD -4. MIN SFOOT 0 NEW SIDEWALK PER DETAIL 9/ GD -4 I � II / f CONTROL POINT SITE �1 II mpAA\ 1 � A2 ": P-. 00 BEYOND BLDG LIMITS \ 1 NOT USED U 0 CURB RAMP MAX SLOPE 8.33% SEE ARCHITECTURAL PLA4S o° N= 5132.97 O;'� 2 NEW 3" HMA OVER 6" MIN AGG ASE OVER MIN 12" COMPACTED NATIVE SOIL�o $ \\\ Ii / E 3000.CC Xy U V 9 NEW 5' WIDE VALLEY GUTTER PER DETAIL GD -4 I� V oc ELEV. 00.29' Q U NEW COMMERCIAL TRASH ENCLOSURE\ SEE ARCHITECTURAL PLANS \ 10 NEW 4' WIDE VALLEY GUTTER PER DETAIL GD -4 I IF --P ,.�'o NEW CURB AND GUTTER PER DETAIL 5 SEE SHEET GD -4 \ I a\\ Pry fl 11 DETECTIBLE WARNING -SEE ARCHITECTURAL PLANS II � I n\ SAWCUT EX. CU EXISTING CURB & GUTTER -PROTECT RB W T NEW 6" CURB PER DETAIL 1/ GD -4 SEE ARCHITECTURAL PLANS FOR COMPLETE AND GUTTER AND In \ 12 ACCESSIBLE SIGNAGE AND STRIPING DETAILS MATCH4 $ I o 6 NEW 6" CURB WITH SIDEWALK PER DETAIL 2/GO-4 \ EXISTING}1RB GJIdo SAW CUT LINE SAW CUT LINE II JQ (0.82%) (1.39%) (1.20%) (1 %� \ (1.28%) (1.12%) 3 SAW CUT LINE I I GUTTER-PI{oTEC I - d'� a 111 M N° o`� \ 3a'�`° T I Q 4 0.56% •t" 0.56% ��O L I ya MX SEWER o � I d S LS O LS \f\ 5 5 ExIsnNG sroRM n 7 ° 1 cyy PROTECT LS °5.4% Q 5.4% 0 LET 3.6x bt p J V Cq ItBt I g T2024 C4 5 0of \r vc 15.87 TC30271 p1.55% 0 219 3W� � P p X01 /0 e II a 77 II ��ao o�°�� v 0 1.51% a I!�`I� cum PRocr 2 0? \ K1 eti OL STREE m 50°' a° 2 12?)� W • E�� ;�of �o��. / \ < yCA w o kll W EXISTING CURG & GUTTER -PROTECT w g z oo' I ` EXI N STIN .@AVEMENT I I 11 = I u s \ c rcc i Q o \ ry, EXISTING 20'R CURB .., T 9 P V to RETURN -PROTECT 327 lo° N o`� q h IIIIII 1I _ 25g \�' ,S �•� ry'.K GEI 3.57%z L"d I ixt o Qg 15 LS -- -T 2.53$ EXISTING ISLAND -PROTECT\-5 LS °z II -- - - - WJ1 •6,p \ I i/ I I III 11 %, ,'� 3 ? EXI'.nP G PA OTE \Q T i TING C OSS GUTTER -P TECT LJ o ��q. doh Q 11 4 c �� A o I w v N ZI° ° P \c J LL N oy° ti� :QI aLU ( 11 NI a G �\ ti if °0 EX. STORM II M Al a 2. ° 8 G b.\ 0`5� F - -J. II I c�0. I DRAIN Z 70 11 1X�l •y0�'1k EXISTING ISLAND, PROTECT-`_ SIDE WAW NISH FLOOR c° cE I A FINISH FLOOR PAVEMENT ,.—�. �°�. ` �'` 11 \�\ (' ry1t�^ cc J /; RETURN—PRpTECT v J to ) 2- \ Q L 0 IIaa 5 N A .-EXISTINf� PAVEMENT �I PROTECT Sil b ti� F LANDING WITH STEPS- SEE c ° ,� p q — — — - — \ .�-'� 30. CONTROL TOI POINT SIT BENCH I 11 ARCHITECTURAL BUILDING PLANS n FIN FLOOR 303.40 0\\ t'' 2 I� - __ U o� `-' Q 63% c�i—�� G� 5000.00 �LEV. 300. 0 II X Q y \ V EXISTING RB & 11i 11 > LO ,o° 11 GUTTER -PROTECT CUf{B AN .ov G R-PjROTECT— 9g p v\ '`, �o°' ' I 'E' Q 'S�, �� .� " -I�_ EXISTING ABO VE `�� t • ':p`� SS 3.842,= =_ _ -„- �RouND JC , '•t0 GRD BRK i �� I-��� o°VAULT-PROTE T X X �i2 1 X —--�.---------------------------------------0----------- ----------------------- — ----- -- «---- �---eie%---------------------- gc \ O 1 e 4 g� - goo°° `c y5 4 w1 8 MATCH EXISTING FLOW LIN �\ 0 b 10 20 I � s 1a E)OSTING CURB AND GUTTER ON ADJACENT PROPERTY - ---- -� 1 SCALE: 1"=10' NORTH City Records IN o. 8 16 18 i K11aW tonat^� below, Cell belae you ft THESE PLANS WERE PREPARED DATE: BY: REVISION PARCEL 9 OF PARCEL MAP 7662 214 BERNARD STREETBY ME OR UNDER MY DIRECTION �OFESSIa, 12/14/18 BOS PLAN CHECK 1 RESPONDRAWN BY: AFINARCE JIM BURKE FORD -LINCOLN QUICK LANE SCALE: AS NOTED BAKERSFIELD, CA 93305 e�gooarlZs F P:I660716-7443 F(661)716 7443 // ///J1� 5301 GASOLINE ALLEY DRIVE JOB#: 2018-12 * No. CA5 /-Z- www.afinar.net ' Exp. 12-31-19 G D 3 www.afinar.net sTq� ��P � GRADING AND DRAINAGE PLAN ARD 0. SALGADO, PE DATE EXISTING SIDEWALK - PROTECT 1.00' BLOCK WALL -SEE STRUCTURAL 0.50' PROPERTY LINE � I 6" CONCRETE CURB PROPERTY LINE � DIRT 6" CONCRE-E C EXISTING CHAIN LINK TOP OF SLAB FINISH FLOOR I PROPOSED BUILDING SEE PLAN FENCE PROTECT EXISTING CURB AND ELEV 303.40' I GUTTER- PROTECT EXISTING CHAIN LINK TOP OF SLAB FINISH FLOOR - o - 6" CLASS II AB � -ENCE TO BE REMOVED ELEV 303.40' •. - NEW HVA PAVING AND .. I BASE ROCK I 1 11 2-#3 REBAR �-�------TTI CONT. TYP ---T--_� I ( _ _ 3.5�= — — — FOUNDATION -SEE STRUCTURAL 7. x -_I I III L---- I _ _ _ �� ¢ N m JI —���— ----I L_-- _ _ _ _ — F il,- FOUNDATION -SEE STRUCTURAL SCARIFY & — MIN 12" L---_ -I COMPACT NATIVE SCOIL TO 95% LIMITS OF ENGINEERED FILL ENGINEERED FILL L--- J I I RELATIVE DENSITY NOTE: -CLASS "B" CONC. (5 SACK) EX STING CURB AND GUTTER -PROTECT -INSTALL 1/2" EXPANSION JOINT ® 30' > IIID III I ENGINEERED =ILL -WEEKEND PLAN JOINTS ® 10' D.C. EXISTING CURB AND = =1.1 -JOINTS IN ADJACENT SIDEWALKS SHALL MATCH GUTTER -PROTECT > SCARIFY AND COMPACT 12" LIMITS OF ENGINEERED FILL —_�) n 6 CURB (ON-SITE) I — OF NATIVE SOIL ------- — — — — _ ,1 _ _ _ _ _ 1 "=1' WEST PROPERTY LINE DETAIL 5' 7 SCARIFY AND COMPACT 12" - OF NATIVE SDI_ SOUTH PROPERTY LINE — DETAIL — 4 1-2 PROPERTY LINENEW HMA PAVING AND 2-#3 BARS a" CLASS "B" 6" CON-. TYP. CON, CU33 BASE ROCK EXISTING CHAIN LINK 6 2 p. SIDEWALK FENCE - PROTECT PROPOSED CURB "B" AC PAVING OVER 2% MAX VARIES SIDEWALK 6" CLASS CONC. CURB -. AC PAVNG OVER CLASS II A.B. _ CLASS II A.B. SEE PLAN t 2% e FLAT N o �� ISI s.. • SLO _ .o P` SLOPE _ i= III= II. • ---T---� -1l =1'I -. L--- _ 2-#3 CONTINUOUS - �; 1 NOTE: � ,' (12") SCARIFY & I -CLASS "B" GONG. (5 SACK) COMPACT NATIVE EXISTING CURB ANDNOTE: GUTTER -PROTECT -CLASS 'B" CONE (5 SACK) COMPACT NATIVE -INSTALL 1/2" EXPANSION JOINT ® 30' SOIL TO 95% PLAN JOINTS ® 10' O.C. -INSTALL 1/2" EXPANSION JOINT ® 30' O.C. SOIL TO 95% -WEEKEND RELATIVE DENSITY -WEAKENED PLAN JOINTS ® 10' O.C. RELATIVE DENSITY -JOINTS IN ADJACENT SIDEWALKS SHALL MATCH 6' CURB (ON-SITE) 2 SOUTH PROPERTY LINE DETAIL 8 6" CURB AND GUTTER (ON-SITE) 5 DEPRESSION 1.00' - VARIES SEE PLAN MIN 8" CONCRETE / DEPRESSION VALLEY GUTTER � &" CONCRETE - `✓A__O GUTTER 6.00' 2 =.00' 3" DECOMPOSED 2.00' 2.0 3" DECOMPOSED - 3.00' 3.DD' FINISH GRADE 1 -' GRANITE �- GRAN[IE ,MAX. U-1 � •.. — ' " II II � �� 1- ll � �_ =II �I _ L= _ `��`� z" . A. a AB 3-#3 CONTINUOUS -. =ISI 8" CLASS II - 8" CLASS II L __ AS 71=11. I -III -1.1 3-#3 CONTINUOUS MIN 12" SCARIFY & - MIN 12" SCARIFY & MIN 12" SCARIFY & COMPACT ENGINEERED FILL OR 6" COMPACT NATIVE COMPACT NATIVE SCARIFY AND COMPACT SOIL TO 95% SOIL TO 95% NATIVE SOIL TO 85% RELATIVE DENSITY RELATIVE DENSITY RELATIVE DENSITY NOTE: -CLASS "B" GONG. (5 SACK) -INSTALL Y2" EXPANSION JO NT 30' -WEEKEND PLAN JOINTS 4 5' O.C. -JOINTS IN ADJACENT SIDEWALKS SHALL MATCH SIDE WALK DETAIL 9 4' WIDE CONIC, VALLEY GUTTER 6 6' WIDE CONC. VALLEY GUj TER - %d3 1'.Y 1..-2. City Records No. THESE PLANS WERE PREPARED DATE: BY: REVISION PARCEL 9 OF PARCEL MAP 7662 DATE: 8-16-18 DRAWN BY: AFINAR y 214 BERNARD STREETBY ME OR UNDER VY DIR-CTION JIM BURKE FORD—LINCOLN OUICK LANE CESS/a'I BAKERSFIELD, CA 93305 ap�RTIZ Y 12/14/18 BOS PLAN CHECK 1 RESPONCE SCALE: AS NOTED �Im oA 5301 GASOLINE ALLEY DRIVE JDB# 2018-12 finar P(661)716-7"3 F-061)-7443 * No. 71320 Ex? 2-31-19 Krmawwhat'sbClow, CONSULTING CIVIL ENGINEERS www.afinar.net rq�oG A oe �i' l �% I GRADING ANI? DRA�I+NAGE PLAN G D �4 Call ba}018you dig. Es[nb(ished1997 B D 0. SALGADO, PE DATE DETAIL?