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HomeMy WebLinkAbout5.7-10606 Lot 48GRADING NOTES 1. GRADING SHALL CONFORM TO STANDARDS, SPECIFICATIONS, AND REQUIREMENTS OF THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE APENDIX J GRADING, AS ADOPTED BY THE LOCAL GOVERNING AGENCY AND TO THE REQUIREMENTS OF THE PRELIMINARY SOILS REPORT PREPARED FOR THIS PROJECT BY: KRAZAN & ASSOCIATES, INC. 2205 COY AVENUE BAKERSFIELD, CA 93307 (661)837-9200 KA PROJECT NO. 026-12173 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 UNDERCUT 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. 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 RUTS, HUMMOCKS OR OTHER UNEVEN FEATURES WHICH WOULD TEND TO PREVENT 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 PREVIOUSLY BEEN 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 DENISTY TYPICALLY WILL BE NINETY PERCENT (90%) 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 THICKNESS NORMALLY WILL BE SIX (6"), HOWEVER, IT MAY BE 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, BROUGHT TO THE PROPER MOISTURE CONTENT, AND COMPACTED (TYPICALLY) TO NOT LESS THAN NINETY (90%) OF MAXIMUM DENSITY 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 PERMITTED 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 COMPACED 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 TiFiCATION OF EACH FILL LAYER. 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 WITHIN HIS PURVIEW. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND TECHNIQUES, SEQUENCES AND PROCEDURES. THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS 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 OF OTHERS BY FLOODING, EROSION, DEPOSITION, DEBRIS, OR ANY OTHER DAMAGE RESULTING FROM THE GRADNG WCRK. 16. SURFACE DRAINAGE SHALL HAVE A MINIMUM SLOPE OF TWO PERCENT AWAY FROM ALL STRUCTURES. Kwwwkobdim, Qgbelfflaywft 0 I'Ma I AE4--A 17. THE 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 THE 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 GRADNG, REASONABLE SEARCHING SHOULD BE PERFORMED FOR CANCELED SUBSURFACE OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHOULD BE REMOVED. IF THE TERMINUS 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. DUST CONTROL: SHALL MEET THE REQUIREMENTS OF THE CALIFORNIA CONSTRUCTION GENERAL PERMIT (SWRCB ORDER NO. 2009-0009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ.). AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREVENT A DUST NUISANCE ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD 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. B. 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 LOCATION OF THE BORROW OR SPOILS PRIOR TO CONSTRUCTION. 30. THE LOCATION OF EXISTING UTILITIES AND UNDERGROUND PIPELINES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK, CONTRACTOR ASSUMES ALL LIABILITY FOR ANY AND ALL UNDERGROUND UTILITIES AND PIPELIES. 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 PUBLIC 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 RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT. 34. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661)326-3049. 35. COMPACTION TEST SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SUBDIVIDER /CON TRACTOR. THE NUMBER AND LOCATIONS OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 36. LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2%. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR THE TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAP APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 37. 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. Afi* ar CONSULTING CIVIL ENGINEERS Established 1997 214 BERNARD STREET BAKERSFIELD, CA 93305 K660716-7443 F060716-7443 www.afinar.net %ROf ESS/ V 1 IS4 gel iy 0 No. 71320 Exp. 12-31-19 sr CIVIL sP �FOFCAUF� 5803 WOODMERE DRIVE BAKERSFIELD, CA 93313 APN 499-583-15 GRADING PERMIT # 18-4000001311 SPR # 17-032 EARTHWORKS TOTAL DISTURBANCE SURFACE AREA = 11,250 SF (0.258 ACRES) GROSS CUT 118 YARDS GROSS FILL 45 YARDS QUANTITIES ARE FOR GRADING PERMIT ONLY. THE EN31NEER MAKES NO WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. THE CONTRACTOR SHALL NOT USE THESE QUANTITIES TO BASE HIS BID ON. IMPORT MATERIAL MUST BE FROM APPROVED LOCATION VERIFIED BY SOILS ENGINEER. NPDES - STORMWA TER IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLUTION 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-_DWQA_ND_ ORDER 2012-006-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 WA -ER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVA LABLE FOR PUBL'C INSPECTION DURING NORMAL CONSTRUCTION HOURS. CALIFORNIA WATER CODE - NPDES PERMIT ACTIVITY CALIFORNIA BUILDING STANDARDS CODE WITH RESPECT TO T -E 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 QUALITY STANDARDS. 3. CONSTRUCTION ACTIVITY WILL COMPLY WITH CAL'FORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) REQUIREMENTS. BENCH MARK TBM- Al NAIL IN BACK OF WALK CURB AT PROPERTY LINE PROJECTION. ASSUMED ELEVATION TC= 300.00' TBM- A2 NAIL IN BACK OF WALK CURB AT PROPERTY LINE PROJECTION. ASSUMED ELEVATION TC= 300.52' THESE PLANS WERE PREPARED DATE: BY: REVISION BY ME OR UNDER MY DIRECTION 8/9/2018 BOS PLAN CHECK 1 COMMENTS 10/1/2018 BOS PLAN CHECK 2 COMMENTS .- ],,,IV DATE REC;IEKIIED CIT" OF HAKEFISFIE. _D I=NT VICINTIY MAP UITILITY COMPANIES 1. ELECTRICITY: PACIFIC GAS & ELECTRIC COMPANYS LES INGLE 4101 WIBLE RD. BAKERSFIELD, CA 93313 1-661-398-5975 SHEET INDEX 2. GAS: PACIFIC GAS &ELECTRIC COMPANYS GD-1LES INGLE COVER S 4101 WIBLE RD. BAKERSFIELD, CA93313 1-661-398-59775 GD -2 GRADING PLAN 3. CABLE: BRIGHT HOUSE LEGEND 4. TELEPHONE BRIGHT HOUSE P - TOP OF PAVEMENT C.O.R. - CITY OF RIDGECREST FF - FINISHED FLOOR ELEVATION AC - ASPHALT ; ONCRETE FP - FINISHED PAD ELEVATION AB - AGGREGATE BASE L. S. - LANDSCAPE AREA C / F - CUT / FILL DAYLIGH- BC - BEGIN CURVE EC - END CURVE O - CONSTRUC-ION NOTE: BCR - BEGIN CURVE RETURN - DIRECTION OF DRAINAGE 5. WATER: CALIFORNIA WATER COMPANY ECR - END CURVE RETURN (MIN. 2% IN _ANDSCAP=: AREA) BRIAN BENNETTE FL - FLOW LINE -0- - EXISTING AANHOLE 3725 SOUTH H STREET TC - TOP OF CURB- - PROPOSED MANHOLE BAKERSFIELD, CA 93304 C - CONCRETE GB - GRADE BREAK - EXISTING FIRE HYDRANT (661)837-7241 TF - TOP OF FOOTING- PROPOSED FIRE HYDRANT TW - TOP OF WALL Yo F - FILL - EXISTING POWER POl_- 6. SEWER: CITY OF BAKERSFIELD DL - DAYLIGHT c1b - PROPOSED POWER POLE PUBLIC WORKS DEPRTMENT BVC - BEGIN VERTICAL CURVE EVC - END VERTICAL CURVE "" 1501TRUXTUN AVENUE N - EXISTING \CATER VALDE VPI - VERTICAL POIN OF INTERSECTION K - PROPOSED WATER VA -VE BAKERSFIELD, CA 93301 POVC - POINT OF VERTICAL CURVE - EXISTING STREET LIGHT (661)326-3576 CB - CATCH BASIN SC - SAWCUT - PROPOSED STREET L GHT T. 1. - TRAFFIC INDEX INV. - PIPE INVERT - HANDICAP PARKING SSMH - SANITARY SEWER MANHOLE - FINISH BU LDING PAD SDMH - STORM DRAIN MANHOLE - NEW SITE BOUNDAR" SDDI - DRAIN INLET - EXISTING SITE BOUN=ARY The GRADING PLAN as shown on this drawing is herebl approved, D. S. - DOWN SPOUT subject to any indicated corrections or additions. Approval b j the Public S - S WALE - GENERAL = R 0 P C S E D Works Department and Bung Department indicates approval only as P - PAVEMENTDRIVE DIRECTION to design criteria used and conformance to City Standards, Godes and - PAVEMENT Ordinances Engineer for the subdrytderordeveloper shaflbewponsibte G - GROUND for accuracy of calculations for this plan and shau submit a certdW "as- S - SEWER - BENCH MARK graded" plan after completes of the gradiing. W - WATER APPROVED BY: SD - STORM DRAIN lu 2�� J� I// !d 4.d�$ P is Works Department Date Building Department - ate ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER Ml DIRECTION. AND TO THE BEST OF MY KNOWLEDGE AND BE_IEF COMPLY WITH CITY OF 3AKERSFIEL.D 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 EN' OUNITERE�-I�G CONSTRUCTION SHA -L BE CORRECTED AND SUCH CORRECTIONS RE LET ON THE LANS AND SUBM TTEG TO THE CITY ENGINEER. BE ARD ORTIZ SALGADO, R.C.E. 71320 DATE i CITY RECORDS N';). LOT 48 OF PARCEL MAP 10606 DATE_ 05-10-2C18 DRAWN BY: AINAR 5803 WOODMERE DRIVE, BAKERSFIELD SCAL_: AS NCITE_) GRADING AND DRAINAGE PLANS JOBS 2017-29 COVER SHEET e_ r tr r J f GDml SE - WOODMEERE DR �aitralraei+Vv�,y A I �,rirri;Rd asNa.• : .res.. e CIA VICINTIY MAP UITILITY COMPANIES 1. ELECTRICITY: PACIFIC GAS & ELECTRIC COMPANYS LES INGLE 4101 WIBLE RD. BAKERSFIELD, CA 93313 1-661-398-5975 SHEET INDEX 2. GAS: PACIFIC GAS &ELECTRIC COMPANYS GD-1LES INGLE COVER S 4101 WIBLE RD. BAKERSFIELD, CA93313 1-661-398-59775 GD -2 GRADING PLAN 3. CABLE: BRIGHT HOUSE LEGEND 4. TELEPHONE BRIGHT HOUSE P - TOP OF PAVEMENT C.O.R. - CITY OF RIDGECREST FF - FINISHED FLOOR ELEVATION AC - ASPHALT ; ONCRETE FP - FINISHED PAD ELEVATION AB - AGGREGATE BASE L. S. - LANDSCAPE AREA C / F - CUT / FILL DAYLIGH- BC - BEGIN CURVE EC - END CURVE O - CONSTRUC-ION NOTE: BCR - BEGIN CURVE RETURN - DIRECTION OF DRAINAGE 5. WATER: CALIFORNIA WATER COMPANY ECR - END CURVE RETURN (MIN. 2% IN _ANDSCAP=: AREA) BRIAN BENNETTE FL - FLOW LINE -0- - EXISTING AANHOLE 3725 SOUTH H STREET TC - TOP OF CURB- - PROPOSED MANHOLE BAKERSFIELD, CA 93304 C - CONCRETE GB - GRADE BREAK - EXISTING FIRE HYDRANT (661)837-7241 TF - TOP OF FOOTING- PROPOSED FIRE HYDRANT TW - TOP OF WALL Yo F - FILL - EXISTING POWER POl_- 6. SEWER: CITY OF BAKERSFIELD DL - DAYLIGHT c1b - PROPOSED POWER POLE PUBLIC WORKS DEPRTMENT BVC - BEGIN VERTICAL CURVE EVC - END VERTICAL CURVE "" 1501TRUXTUN AVENUE N - EXISTING \CATER VALDE VPI - VERTICAL POIN OF INTERSECTION K - PROPOSED WATER VA -VE BAKERSFIELD, CA 93301 POVC - POINT OF VERTICAL CURVE - EXISTING STREET LIGHT (661)326-3576 CB - CATCH BASIN SC - SAWCUT - PROPOSED STREET L GHT T. 1. - TRAFFIC INDEX INV. - PIPE INVERT - HANDICAP PARKING SSMH - SANITARY SEWER MANHOLE - FINISH BU LDING PAD SDMH - STORM DRAIN MANHOLE - NEW SITE BOUNDAR" SDDI - DRAIN INLET - EXISTING SITE BOUN=ARY The GRADING PLAN as shown on this drawing is herebl approved, D. S. - DOWN SPOUT subject to any indicated corrections or additions. Approval b j the Public S - S WALE - GENERAL = R 0 P C S E D Works Department and Bung Department indicates approval only as P - PAVEMENTDRIVE DIRECTION to design criteria used and conformance to City Standards, Godes and - PAVEMENT Ordinances Engineer for the subdrytderordeveloper shaflbewponsibte G - GROUND for accuracy of calculations for this plan and shau submit a certdW "as- S - SEWER - BENCH MARK graded" plan after completes of the gradiing. W - WATER APPROVED BY: SD - STORM DRAIN lu 2�� J� I// !d 4.d�$ P is Works Department Date Building Department - ate ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER Ml DIRECTION. AND TO THE BEST OF MY KNOWLEDGE AND BE_IEF COMPLY WITH CITY OF 3AKERSFIEL.D 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 EN' OUNITERE�-I�G CONSTRUCTION SHA -L BE CORRECTED AND SUCH CORRECTIONS RE LET ON THE LANS AND SUBM TTEG TO THE CITY ENGINEER. BE ARD ORTIZ SALGADO, R.C.E. 71320 DATE i CITY RECORDS N';). LOT 48 OF PARCEL MAP 10606 DATE_ 05-10-2C18 DRAWN BY: AINAR 5803 WOODMERE DRIVE, BAKERSFIELD SCAL_: AS NCITE_) GRADING AND DRAINAGE PLANS JOBS 2017-29 COVER SHEET e_ r tr r J f GDml 5' ENGINEERED FILL LIMITS IM 2" ENGINEERED FILL 12" ENGINEER D FILL COMPACTED TO 95% me COMPACTED TO 95% RELATIVE DENSITY - -RELATIVE DENSITY 2' TO 4' ENGINEERED FILL E. G. I- I COMPACTED TO 90% RELATIVE II II- DENSITY �Il � �`- IIII= --- 12" EXISTING GROUND TO BE III- I=III=I i SCARIFIED AND COMPACTED TO 90% RELATIVE DENSITY i!I i� ill it -III- =i OI-� EXISTING GROUND - I I II -I II I - ADJACENT - GRADE PER GRADING PLAN �\ 4" PVC PIPE 4 ATRIUM BRASS GRATE BY NDS PART NO. 78B ADJACENT - GRADE PER GRADING PLAN l\ 4" PVC PIPE PIPE RISER ELBOW �- 4" ATRIUM BRASS GRATE BY NDS PART NO. 78B PE RISER BLDG PAD IN LESS THAN 51 FILL A NDS CATCH �- - 4„ PVC TEE BASIN 1 "-2' E 6" CLASS "R" S'DE'WALK -INSTALL /2" EXPANSION JOINT ©60' 0. C. -WEAKENED PLAN JOiNTS @ 12' C.C. -JOINTS IN ADJACENT SIDEWALKS SHALL MATCH JG OVER A. B, LASS II BASE 1' (12") SCARIFY & COMPACT NATIVE SOIL TO 95% RELATIVE DENSITY 6" CURB w/ DEPRESSED SIDEWALK B 1"=1' ° 6" CLASS "R" \IG OVER A.B. -ASS II BASE -INSTALL 1/2" EXPANSION JOINT @ 60' O.C. 1 (12) SCARIFY & -WEAKENED PLAN JOINTS @ 12' O.C. COMPACT NATIVE -JOINTS ,'N A.DJACENT SIDEWALKS SHALL MATCH RELATIVE gDENSITY 6n CURB w/ Level Grade C 1"=1' RIVER ROCK 2" MIN TO 4" MAX DIA - - ADJACENT GRADE PER ADJACE'' --; 4.00' GRADING PLAN GRADE PER 1 r. - ------ ----- GRADING PLAP� f,' --- DAYLIGHT TO ADJACENT GRADE ---- -� --- 4" PVC PIPE --- i I POP UP ADMITTER DETAIL p 1 "=2' Can bete you ft leasenenecanr ��fe furter f 0' min depth of dfie gpooWr Z09 moz Skpe 6.0' mh. a _ 10'1* 6.0' mer. "-�. • 14 Rebar - 24.0.0 both wn)q fu# wtdm of cWroadA z - � Rebw, evenly w4rh 2a' Wemorrce term bottom of eancrere~ SECT/ON A -A & sw of NoIE sub & gutter. 1. AN wapdriMIA0 and mohreats shah eanform to the Wk m* 1Q Sectims o! exist' dolt, sections of Me Rg VA -V t beteg ranowd for �t gmed6avGbrrs wifrfed tote of Czomomi¢ pout, of steel! be �cet of the limits of �rrnow► ore dhacted by the GYty fngheer Txod&rtbw', StonogM Srbmdlrcanrns, hereafter known as tmoard Me sectron beteg ! rovrd Aa! be o mh. of 5.0' h b1th sed amrarrts sAedticotkns' crnrrerer cry ggraoved edrtrora shelf Q* w 1% w iEisg ft ht 'r SM /he Replacement shag cw&m z A wmt sheet P*vfr kvvd by rhe C11y of Sa ww&d Public h abs and k►carkre to the odbmt axsthg hpares wts Wks Departmeat must ar;cwpwy ov ,"* wm City n0ht-of-way. unless orherwbe *wled •� ,fie shat be corr*wted tare to grade and anss secban fl. Sestians berrrg► rnploced mo be and canpocted to 9f' of maasinrm airy d g as derermhed by ASTM fj h g� canes, and wrath Ped t jDQY°a'°w� ASAI D-1557 to o depth of 60' below top of arrbgvede Orhenrrse; the eriwV paweterrt � t a anof Me d of, 0' bpm 4. Concrete for dhow goprooch shat cw m to the the e* of crVmte rr as directed Powrnent patch shat confirm standard cement content o of nee ro me repuhements of Standard ArtaN sr -n $ed/iadtkaes far mhor oonaete (roan cameral content of 505 b1cu )o Cmxf to shot co„tab, no odaVifees unha pw gWM"j 12 c� and gutter and body of rete ",be pw1ed sgmtery a obtdw frac, nee city Engineer, hat marc Mkaty. 5 Trnbwr Arm's stmt be sufaced on the s* paced next to the f3 canTotal moxirwm allowab/e drive gaproorch wktni shat not exceed 6lff txeie and shat nor be less elfish 1.5' thici after swfochg forms of Camnwr1w/mu/1�-kM11 ~y *„togs Aim goprnad, atmena* and subgrode shat be wwrted hmeeoidely prior to concrete placement as shown on WMwd pad shat be the basis of such de&m6vt;m 6 Concrete shat be troweled sn01h, edged and thea gleno r t 1� n, Wvwt foam the Cryy En "roam fxrls!►. kvIm t 17' offer fidAhgr at awosed surhrces w' mo be naeasad to 50 o' told g Nwch mm, hWuft rwcelm o smffam g*hwtiw of white pigmented cwfiV canpourd h, ► eahnmes of sa owd t F and tmiar M for MmI and N-2 ' wirer, caefamhg to the Stwdbrd tions Ae co xmie swim shat be kept moist ON the a#*9 compound is gWkd 11 A mhhwm of M, of keg height cub shag sepaate dive ggmronohes, 7 E,g a simn *ts &hart be constructed or both ends of goprom e"I'r a noted 07 sb, aetar r-24 or os wmW by cry &0w. and * r be cater of gXorc r, 116 b hew W roach cnsbactkwr & pe WW oft a abeet or ah y y &giwer a Eayaesron pht tater motaniat shat consist of preformed s&* of /7. No portae of #0 soft, gWmao eW be oanebueted an odp ad drab/4 relftt CwWwrrd that wnfwn to the rewivments of are y 'r0ge "' y wow by gee any &0w Standard Srbeertleotkna Is See Table 6:91 Aar der of ft diee gwrwch slar&d 9. *we new ga mw* i$ beteg crnsheted adpcent to edstfng cwb 45't�p, and gutter, the existing curb and gutter shag be campletery removed and *aced *M robw as 5*0= abomalo ommwW1mule_&d No cab cut' is consbucNar. y °pa'oOW' 10 x 4.0' 0etectabk Namhg Aqfom op. both Awn See Note 4 on Mad ST -10. .... . moi; . ... ..:. • .� ..: trd'� 00 +s'tm CONSULTING CIVIL ENar GINEERS Established 1997 SPI STANDARD COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "B" APROM CRY OF BAKEF04EL.D CALFORMA air Dic"U e PM IP vzove --- -- - - 214 BERNARD STREET BAKERSFIELD, CA 93305 P:(661)716-7443 F.(661)716-7443 www.afinar.net �ROFESS/O,y�\ ORTIZSgl9F�c/ No. 71320 Exp. 12-31-19 ST CIVIL �F TFOFCALIF ST -4 SEE ARCHITECTURAL PLANS SEE ARCHITECTURAL PLANS FOR COMPLETE ACCESSIBLE FOR COMPLETE DIMENSION SIGNAGE DETAILS FOR BUILDING FOOT PRINT FZZIE DRIVE T- PEDESTRIAN EASEMENT AT DRIVEWAY EXISTING CURB AND DOCS i s t 3 c> j GUTTER -PROTECT 26.00' 29,50' / EXISTING CURB AND TBM- A2 r,- _-_----- - GUTTER -PROTECT �C300.52) I D1 ------- (FL300.02) (TC300.34) �TC300.18) / TBM- Al (FL299.84), (FL299.68) I CTC300.00 EXISTING 0.61% f (FL 99.50)",\ SIDEWALK -PROTECT • C300.65- 300.00-1 N 89'00'55" W 300.00 • 85.00' 300.40 • 10 10.TG301.20 -12 ^INV=300.98 0 w 1 I ow - -- - I ---00- . _\o TG301.40 TC301.50 TC301.60 \ 12 0080 o °I=s°4- TC301.0 C30110 o 0- 4 Ir TC302.09 TC301.15 _� C300- -- - _ C301.99 ' P301.59 C=P300.65 � - rr C=P300.49 2 ' 3.00' C301.49 +� TC301.24 301.2 -00� P300.80 26.00'---- -- ,�I -- _► 2 3.22% 2---- -- - �.►� --- - - 302' OC` S4 j �, I T(33011.35301.60 C301.07 '� � 0300.98 C301.17LO � 00 �i o TC301.72 00 X02.00 oro 13 �+: ;-� P30 o0e : 18.00' I N T_C30_2.99 �r --- j-°' - ---------- 36 00' - ---- C302.49TC302.99 I 0302.49 - 0-�� I o I. "_0302.49 , 3 150`L' icn ----- 5. 0' 'I -4 10 Ln 5 os000 - ; o� 2 , °aas 13 o j C302.99 - al • '2 00 `r? C302.49 �•� a 4.00 I Log - I 36.00 - - - co• TC303.32 °' o- --- - ----- _ rfi• P302.82 I P302.82 • TC303.32 -- -- I 0302.82 TC303.32 _ _ • P302.82 2 9 TC303.49 • C302.91 0Lq C302.91 --- C303.00 _°°°°° 1 - - • • •••••• ••• f� •• ••• •• •••• •• ••• •• • °,°°s�°g°aa• '4 0302.91 - -- _ 88°s88 • - --- ----- sssaasa s 14 TG302. "0 INV=30 .03 0 13 w C303.00 15 u' - 0 15 C303.00 0 0 LO o C302.91 - 3 0302.91 -� TGa02.30 M o - INV:=301.03^ 14 0 Z PAD 14 i i TG302.30_ VACANT L�16 IN 14 14 FINISH FLOOR :303.00 499-583 FINISH PAD = 302.50 4' SLAB ANn 2" _Qemn THESE PLANS WERE PREPARED BY ME OR UNDER MY DIRECTION S2 5.00' NARD 0. SALGADO, PE DATE 14 J a TG30_2.30 _ 14 f! INV=301.13 TG302.30 f� INV=301.18 14 Ir I 01 `302 8 L60 OFFICE WAREHOUSE 4,794 SF 50� ' 1 14 INV=301.08 14 - TG302_30 INV=301.13 302 6 TG302.30_ _ TG302.30 NV=301.23 14 IN 1.23 14 1% 1% - 85 00' N 89'00'51 " W PL S1 6 VACANT LOT DATE: BY: REVISION 8/9/2018 BOS PLAN CHECK 1 COMMENTS 10/1/'2018 BOS PLAN CHECK 2 COMMENTS w O O 0 O z S.3 __.`5.00' 6 13 �-50'� 00� J a VA (9-W-14CANT LOT 49 -- - - --PL-- - \ TG302, 30 14 `30 I INV=301.18 0- 0� N C3Y2TH 0 10 20 5 15 SCALE: 1"=10' OFFSITE DEMO D1 REMOVE EXISTING CURB, GUTTER AND SIDEWALK TO BUILD NEIN DRIVE APPROACH OFFSITE IMPROVEMENT NOTES 1 NEW COMMERCIAL DRIVE APPROACH WITH ACCESSIBLE PATH F'::R CITY OF BAKERSFIELD STD. ST -4 SITE IMPROVEMENT 1 NEW OFFICE WAREHOUSE --METAL BUILDING 2 NEW 6" TALL CURB 3 NEW 2" AC OVER 4" AB OVER 12" SCARIFY AND COMPACT TO 90% RELATIVE DENSITY. 4 NEW 4" THICK SIDEWALK AJAX 2% CROSS SLOPE 5 5X5 LANDING MAX 2% IN ANY DIRECTION 6 NEW DECOMPOSED GRANITE SIDE YARDS 7 NEW 6' TALL BLOCK WALL 8 NEW TRASH BIN ENCLOSED ENCLOSURE WITH METAL ATE SEE DETAIL ON SHEET A-3 9 TREE WELL- SEE LANDSCAPE PLANS 10 LANDSCAPE AREA -SEE LANDSCAPE PLANS 11 ACCESSIBLE PATH 12 STORM WATER FROM DRAINS AT SIDE YARDS TO DISS'PATE IN -3 LANDSCAPE. PROVIDE A MI\IMUM OF 2' WIDE x 4' LCfJG x 6" '-HIC1< RIVER ROCK WHICH IS TO BE INSTALLED LEVEL WITH FINISH GRADEC SURFACE. SIZE 2" MINIMUM TO 4" MAX. SEE DETAIL D THIS SHEET 13 4" ADS HIGHWAY SINGLE WALL PIPE OR 4" PVC PIPE 14 4" TEE OR 90 FITTINGS W TH RISER AND ATRIUM DRAIN SEE DETAIL E THIS SHEET 15 1" DEPRESSION AT ROLL UP DOOR PL � BLOCK WALL 302.50 HOLD z 302.30 �I F,'� FF303.00 //4 ADJACENT- - ' - G RADE 3 `2.80 4 LO 0 DRAIN PIP__ SOUTH PROPERTY''L' INE S1 PLBLOCK WALL 1 "_ i - I 302.50 HOLD I z 302.30 I I / FF303.00 ADJACENT r I U GRADE 302.40 0 DRAIN PIPE WEST PROPERTY EINE S BLOCK WALL =5 302.50 HOLD z 302.30 (0 I / FF303.00 -T- ADJACENT c� GRADE 302.20 -- DRAIN PIPE EAST PROPERTY LINE C1 PL I - 5' CONCRETE WALK 302.09 - - �- 302.05 D2.09 ADJACENT__ GRADE 302.20 t EAST PROPERTY LINE DRAIN PIPE S4 1 ' _= 5' Z3 L CITY RECORDS NO. Zvi 48 OF PARCEL MAP 10606 5803 WOODMERE DRIVE, BAKERSFIELD ALE: \,I DRAWN BY: „ GRADING AND DRAINAGE PLANS a#: 2017-29 GRADING AND DRAINAGE PLAN G D �2