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HomeMy WebLinkAbout6.9-279GRADING NOTES: 1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN AND SHALL CONFORM WITH APPENDIX "J" OF THE 2016 CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL INVESTIGATION PREPARED BY KRAZAN & ASSOCIATES, DATED:NOVEMBER 29, 2017 AND SHALL BE MADE A PART HEREON. 2. ALL DESIGN ELEVATIONS SHOWN ARE TO FINISH GRADE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING THE PAD AND PAVING AREAS TO WITHIN 0.1 FOOT OF SUBGRADE. IF SUCH AREAS SHOULD BE FOUND TO BE MORE THAN 0.01 FOOT FROM THE DESIGN SUBGRADE ELEVATION AFTER COMPLETION OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE CITY RIGHT-OF-WAY. 5. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL SOILS REPORT COVERING THE SITE PREPARATION AND GRADING SHALL BE SUBMITTED TO THE ENGINEER AND BUILDING DEPARTMENT BY THE SOILS ENGINEER. 6. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THIS PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE GRADING CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 7. ALL GRADING WORK SHALL BE SUPERVISED AS "ENGINEERED GRADING" IN �A ACCORDANCE WITH APPENDIX "J" OF 2016 CALIFORNIA BUILDING CODE. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW, 8. DUST CONTROL: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT A DUST NUISANCE FROM 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 SURFACES 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. 9. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEP1"H OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF ANY WORK. CALL U.S.A. (1-800-642-2444) TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 10. THE SOIL ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURING THE PREPARATION OF THE NATURAL GROUND AND THE PLACEMENT AND COMPACTION OF THE FILL TO BE SATISFIED THAT THE WORK IS BEING PERFORMED IN ACCORDANCE WITH THE PLAN AND APPLICABLE CODE REQUIREMENTS. 11. EXISTING UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 12. DURING GRADING, REASONABLE SEARCHING SHOULD BE PERFORMED FOR CONCEALED 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 PROPERTY CAPPED AT THE PROJECT BOUNDARY. 13. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE 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. 14. THE STAKING AND MARKING OF THE PROJECT SHALL BE DONE ONLY ONCE BY THE OWNER AND ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 15. ALL ON-SITE OR OFF-SITE OBSTRUCTIONS SHALL BE REMOVED BY CONTRACTOR AT CONTRACTOR'S EXPENSE. 16. ANY EXISTING IMPROVEMENT OR UTILITY REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE ENGINEER AND APPROVED BY THE CITY OF BAKERSFIELD AT THE CONTRACTOR'S EXPENSE. 17. ALL CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 18. SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISION OF THE SOILS ENGINEER. THE SOILS ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO PLACING OF ANY FILL MATERIAL, 19. THE SITE SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION, INCLUDING ROOTS, LOOSE FILL, TRASH AND OTHER DELETERIOUS MATERIALS. ANY HOLE OR VOIDS LEFT AFTER THE REMOVAL OF TREES, ROOTS, SEPTIC TANKS, ABANDONED FOUNDATIONS, PIPELINES OR THE LIKE, SHALL BE FILLED AS REQUIRED BY THE SOILS ENGINEER. 20. FILL MATERIAL SHALL BE SUBJECT TO THE SOILS ENGINEER'S APPROVAL. 21. ALL FILL SLOPES SHALL NOT TOE OUT WITHIN 12 FEET HORIZONTALLY OF THE TOP OF EXISTING OR PLANNED CUT SLOPES. 22. THE CUT AND FILL QUANTITIES ARE CALCULATED USING A COMPACTING FACTOR- OF 1.30. THE ENGINEER MAKES NO WARRANTEE EITHER DIRECT OR IMPLIED THAT THIS WILL BE THE ACTUAL COMPACTION FACTOR. IF A DEFICIENCY OR AN EXCESS OF SOIL ARISES THE GRADING CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER, WHO SHALL DETERMINE IF ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BETWEEN CUT AND FILL. 23. THE CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL, AFTER EXAMINING THE PLAN, SOILS REPORT, AND THE SITE TERRAIN, PREPARE HIS BID PRICE FOR THE PROJECT, BASED ON HIS OWN EARTHWORK CALCULATIONS. ATR I C K & 1965 AIRPORT DRIVE E N D E RSO N BAKERSFIELD, CALIFORNIA 93308 (661) 391-9854 CIVIL & GEOTECHNICAL FAX: (661) 391-9926 N C. ENGINEERING 24. EXPORT MATERIAL SHALL BE DISPOSED OF AT AN APPROVED SITE COORDINATED WITH THE INSPECTOR AT THE TIME OF GRADING. 25. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 26. THE CONTRACTOR SHALL COORDINATE WITH THE INSPECTOR AND THE ENGINEER THE LOCATION OF THE BORROW AREAS PRIOR TO BEGINNING CONSTRUCTION. 27. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS, OR OTHER DOCUMENTS. 28. ANY TRENCHING TO BE DONE WITHIN THE PROJECT SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE CITY STANDARD DETAIL S-39. 29. SURFACE DRAINAGE SHALL BE 1% MINIMUM, EXCEPT AS WAVED BY THE BUILDING OFFICIAL. 30. IT IS THE RESPONSIBILITY OF THE DEVELOPER AND HIS GRADING CONTRACTOR TO (A) FAMILIARIZE THEMSELVES WITH THE FOREGOING RECOMMENDATIONS (B) NOTIFY THE ENGINEER WHEN SITE PREPARATION BEGINS AND BEFORE THE PLACEMENT OF FILLS, AND (C) INFORM THE ENGINEER IF ITEMS WHICH MIGHT EFFECT FOUNDATION STABILITY ARE ENCOUNTERED DURING EARTHWORK OPERATIONS SO THAT THEY MAY BE TREATED UNDER HIS DIRECTION (THESE MIGHT INCLUDE BURIED TRASH OR VEGETATION, PIPELINES, ABANDONED WELLS, OLD FILLS, ETC.). 31. FLOODING, JETTING, OR SIMILAR CONSOLIDATION METHODS OF COMPACTION SHALL NOT BE PERMITTED. 32. ANY ABANDONED WELLS ON THE PROPERTY DISCOVERED DURING GRADING SHALL BE ADEQUATELY CAPPED IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY, AND STATE ORDINANCES. 33. A BERM OR DRAINAGE SWALE SHALL BE CONSTRUCTED ALONG THE TOP OF ALL CUT AND FILL SLOPES TO PREVENT RUNOFF FROM GOING OVER THE SLOPE. THE FACE OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A GROUND COVER INDIGENOUS TO THE AREA. 34. IN ACCORDANCE WITH THE SOILS REPORT, LOOSE FILL SHALL BE REMOVED AND RECOMPACTED. AFTER STRIPPING AND FILL REMOVAL OPERATIONS, THE AREAS OF PROPOSED DEVELOPMENT SHALL BE EXCAVATED/SCARIFIED TO A DEPTH OF 18 INCHES, MOISTURE CONDITIONED AS NECESSARY, AND RECOMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY PER ASTM TEST METHOD ASTM D1557-02el. 35. ALL AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST BE COMPACTED TO NINETY PERCENT (90%) DENSITY FOR A MINIMUM DISTANCE OF FIVE (5') FEET BEYOND THE OUTSIDE EDGES OF THE FOUNDATIONS OF THE STRUCTURES. THE DEPTH OF OVER -EXCAVATION AND COMPACTION IN PAD AREAS SHALL BE 18 INCHES BELOW EXISTING GROUND ELEVATION. RE -COMPACTION OF OVER -EXCAVATED MATERIAL SHALL BE TO AT LEAST 90% OF MAXIMUM DRY DENSITY. 36. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURAL FILL AND THE AREA SCARIFIED TO A DEPTH OF 6 INCHES. 37. FILL AREAS SLOPING STEEPER THAN 5:1 SHALL BE KEYED AND BENCHED TO SUPPORT FILL. 38. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING 6 INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT. BY APPROVED METHOD. 39. ALL FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED BY APPENDIX "J" OF 2016 CALIFORNIA BUILDING CODE AND SO CERTIFIED BY TESTS AND REPORTS FROM SOILS ENGINEER. 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. 40. UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED BY PATRICK & HENDERSON, INC. 41. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR PERFORMING WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY, UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 42. CITY INSPECTOR TO BE NOTIFIED 48 HOURS PRIOR TO PLACING FILL MATERIAL WITHIN THE LIMITS OF GRADING FOR THIS SITE. 43. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-0009 DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ). MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWEEP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C382473 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. 44. THE LANDSCAPE AREAS: MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE A MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 45. ANY PUBLIC FACILITIES IN STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSTRUCTION OR REPAIR AS DETERMINED BY THE CITY ENGINEER. 46. 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. 47. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT. 48. COMPACTION TEST NOTICE: 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. DATE: - ___ _ _- REVISION-___ Consulting Engineers 11/13/17 ��A R_EV I - DESCRET10AL-- 02(14_/18 1 REVISED PER CITY COMM Foundation & Structural Engineering SCALE: AS SHOWN 04 09 18 2 ---__"" - REVISED PER CITY COMM Land Planning _ _ _ DRAWN BY: Land Surveying JK __ Soils Testing APPROVED: AH -- - - - FINISHED GRADE OF GRAVEL 24" 24" a° e" THICK CLASS DC "B" CONCRETE 4-. 48" - NrT II , = COMPACT 12' DEPTH OF NATIVE MATERIAL TO 959 RELATIVE _. COMPACTION PER tASTM D-1557 A CONCRETE "V" GUTTER NOT TO SCALE ACCESSIBLE VAN RETAINING CURB PARKING SIGN (IF REQUIRED) 4' ACCESSIBLE PARK SIGN 12" WIDE GROOVE m 8.33%> _ ,..P.e 8.33% TOP OF RAMP <I'12"f GREEN LETTERING, NEW PAVEMENT PER SECTION ARROW & BORDER RAO. = D.5" TYPICAL 6" 1.5" WHITE SYMBOL ON '� BLUE SQUARE PROVIDE AS a� WHITE BACKGROUND REQUIRED ON PLANS io METAL SIGN N SLOPE VARIES 84" WHEN GREEN LETTERING, PEDESTRIAN PATH WHITE BACKGROUND FROM CAR TO WALK + PASSES BY OR o UNDER THE SIGN °' STEEL POST (2"X2") . T : (2) 6" CONCRETE CURB NOT TO SCALE NEW PAVEMENT PER 0.70' TO 10.0' ARIES SEE PLA DRAIN w ir- / 1 TYPICAL SECTION 0 PROPERTY LINE NOT TO SCALE 5" CONCRETE x-12" NATIVE SOIL COMPACTED TO 957 MAX. DENSITY / T TYPICAL CONCRETE PAVING SECTION NOT TO SCALE ro ~-CONCRETE BASE I � � 412",r ( T ACCESSIBLE PARKING SIGN NOT TO SCALE DESCRIPTION REVISION PLAN CHECKS 1 TITLE SHEET AND GRADING NOTES 0 2 2 6" CURB 0 3 EROSION CONTROL PLAN 0 ¢ CALIFORNIA RCE NO. 25224, EXP. 12/31/2017 3 1965 AIRPORT DRIVE SEC7/ON A -A BAKERSFIELD, CA 93308 CONTACT: BRUCE ANDERSON SITE a KERN ASSESSOR'S NO: TRUNCATED DOME SITE SIZE: 2.48 AC EXISTING USE: VACANT PROPOSED USE: OFFICE AND WAREHOUSE BUILDING HEIGHTS: STRIPPING PAINTS DEVELOPED AREA: 2.48 AC SITE DRAINAGE: JAS SHOWN ,5:�1sS r�A-"-e(. TRAFFIC BLUE TO uW 61.WbvdyMY6Y ttmxq mwgwu ue� ot.va4"n«eiW. lam nmmb» INDICATE ACCESS LOADING ZONE 'm>om.�.+a. .yr.maa.u.a~„mr"b R.,maN«.., rima «.aem.aam,waa 36°X36" ACCESSI SYMBOL PAINTED 4WNvm NO WITH BLUE BACK( �amw pv rtrmwe »H.'xlf Nlns*mro-rvm ,rte«� wMM�aV «R� VAN PARKIN v.,.maxm m,wNm .mnq 12" LETTERS "NO 9, 8, 9 PARKING" PAINTS TRAFFIC WHITE / L `TYPICAL ACCESSIBLE PARKING NOT TO SCALE <I'12"f GREEN LETTERING, NEW PAVEMENT PER SECTION ARROW & BORDER RAO. = D.5" TYPICAL 6" 1.5" WHITE SYMBOL ON '� BLUE SQUARE PROVIDE AS a� WHITE BACKGROUND REQUIRED ON PLANS io METAL SIGN N SLOPE VARIES 84" WHEN GREEN LETTERING, PEDESTRIAN PATH WHITE BACKGROUND FROM CAR TO WALK + PASSES BY OR o UNDER THE SIGN °' STEEL POST (2"X2") . T : (2) 6" CONCRETE CURB NOT TO SCALE NEW PAVEMENT PER 0.70' TO 10.0' ARIES SEE PLA DRAIN w ir- / 1 TYPICAL SECTION 0 PROPERTY LINE NOT TO SCALE 5" CONCRETE x-12" NATIVE SOIL COMPACTED TO 957 MAX. DENSITY / T TYPICAL CONCRETE PAVING SECTION NOT TO SCALE ro ~-CONCRETE BASE I � � 412",r ( T ACCESSIBLE PARKING SIGN NOT TO SCALE 6 ci 00 ( CURB AT PROPERTY LINE NOT TO SCALE r 3" GRAVEL FENCE IN CURB FINISHED SURFACE ,'ivm-. SHEET NUMBERS DESCRIPTION REVISION PLAN CHECKS 1 TITLE SHEET AND GRADING NOTES 0 2 2 GRADING PLAN 0 3 EROSION CONTROL PLAN 0 ¢ CALIFORNIA RCE NO. 25224, EXP. 12/31/2017 3 1965 AIRPORT DRIVE SEC7/ON A -A BAKERSFIELD, CA 93308 CONTACT: BRUCE ANDERSON SITE a KERN ASSESSOR'S NO: 167-010-74 SITE SIZE: 2.48 AC EXISTING USE: VACANT PROPOSED USE: OFFICE AND WAREHOUSE BUILDING HEIGHTS: 12'-14° DEVELOPED AREA: 2.48 AC SITE DRAINAGE: JAS SHOWN ,5:�1sS r�A-"-e(. uW 61.WbvdyMY6Y ttmxq mwgwu ue� ot.va4"n«eiW. lam nmmb» 'm>om.�.+a. .yr.maa.u.a~„mr"b R.,maN«.., rima «.aem.aam,waa 4WNvm � �amw pv rtrmwe »H.'xlf Nlns*mro-rvm ,rte«� wMM�aV «R� k�w�,^M°+^gdmkngMm'"�M Nmr p,�yeaw°. v.,.maxm m,wNm .mnq m STANDARD ew COMMERCIgt/MULTI-FgMILY oxne aaaBoacx-irvs ^s^ a^ uiwrou ° sT-a 6 ci 00 ( CURB AT PROPERTY LINE NOT TO SCALE r 3" GRAVEL FENCE IN CURB FINISHED SURFACE ,'ivm-. SHEET NUMBERS DESCRIPTION REVISION PLAN CHECKS 1 TITLE SHEET AND GRADING NOTES 0 2 2 GRADING PLAN 0 3 EROSION CONTROL PLAN 0 APR 12 2018 LEGAL DESCRIPTION: C1�,yor-G KrIPERS IELID PARCEL A OF PARCEL MAP WAIVER 02-1215 PER "'nfFICATE OF COMPLIANCE DOC. NO. 0203040414. ALSO BEING A PORTION OF THE NE 1/4 OF SECTION 4, T.30S., R.28E., M.D.M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. QUANTITIES: THE QUANTITIES SHOWN BELOW ARE FOR GRADING PERMIT PURPOSES ONLY, AND SHALL NOT BE USED FOR BIDDING PURPOSES. THE CONTRACTOR SHALL MAKE HIS OWN ESTIMATE OF QUANTITIES FOR BIDDING THIS PROJECT. ALL QUANTITIES WERE CALCULATED BASED ON A 0.20' FEET LOSS DUE TO CLEARING AND GRUBBING OF THE SITE. THE ENGINEER MAKES NO WARRANTY AS TO THE ANTICIPATED SHRINKAGE FACTOR. ADJUSTMENTS TO GRADES SHOWN ON THESE PLANS MAY BE REQUIRED TO BALANCE GRADING. APPROVAL OF ADJUSTMENTS BY THE ENGINEER ARE REQUIRED. EXCAVATION (EXCLUDING OVER -EX): 410 C. Y. FILL (EXCLUDING OVER -EX): 760 C.Y. COMPACTION FACTOR: 120% PROJECT ACREAGE (ALL PHASES): 82,684 SF (GROSS) 1.89 AC NOTE: FILL TO COME FROM APPROVED SOURCE PER SOILS ENGINEER APN: 524-020-21 REAGENT CHEMICAL AND RESEARCH, INC. HIGHWAY 43 AND STOCKDALE HIGHWAY BENCHMARK USED: TOP OF MONUMENT AT THE CENTER OF THE CUL DE SAC GATEWA, AVENUE PER CITY OF BAKERSFIELD BENCHMARK BOOK ELEVATION = 379.66 DATUM (USGS) BASIS OF BEARING: THE BEARING OF N 01"01'25" E SHOWN FOR THE CENTERLINE OF ENTERPRISE WAY PER PARCEL MAP 7744 P.M. BK. 34, PG. 163 L-12" NATIVE SOIL COMPACTED TO 95% MAX. DENSITY 1 " \ TYPICAL GRAVEL SECTION NOT TO SCALE The 3RANLAC PLAN! as s!, :,qn ce ^;s drasiin9 is iu-GLI'- aubier„town/iM ca:.duDrr s <.dditlons. Approoaibyther ( Warks DepartrnenS and Buiidir)y Daparmc-nt mdicalsaappruva: Drtlq:e� I l DUG I I sr -a `M,z to design cntena used and nQr,iormarbe to Cig, Standards, Cac Jac,_- )xaxsmwL�- p62 for)au urac of balcolations for this Far. and shall submit cert if ii,� "as-graded"plan a'A.ar completion(�oithe grading. / I APPROVED BY/,. (1 �1-cLc ,,4t@ b�I�2V IB WWFWY. E Sk FYW PREPARED FOR: KEY MAP ZONE MAP f, 124-04 SCALE: 1'=300' LEE SHAW 2501 GATEWAY AVENUE BAKERSFIELD, CA 054-17 GP THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS, OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. PREPARED AN APPROVED BY:BY ,j%p ALLAN P. HENDERSON DATE CALIFORNIA RCE NO. 25224 EXP- 12/31/2019 PERMIT NO.: 17-40000062 2501 GATEWAY AVENUE SPR (16-0312) GRADING P STATISTICS INFORMATION OWNER: LEE SHAW P&H SHEET NO: 2501 GATEWAY AVENUE FOR BAKERSFIELD, CA PREPARED BY: PATRICK AND HENDERSON, INC. GATEWAY AVE ALLAN P. HENDERSON ¢ CALIFORNIA RCE NO. 25224, EXP. 12/31/2017 3 1965 AIRPORT DRIVE CITY OF BAKERSFIELD I BAKERSFIELD, CA 93308 CONTACT: BRUCE ANDERSON SITE a KERN ASSESSOR'S NO: 167-010-74 SITE SIZE: 2.48 AC EXISTING USE: VACANT PROPOSED USE: OFFICE AND WAREHOUSE BUILDING HEIGHTS: 12'-14° DEVELOPED AREA: 2.48 AC SITE DRAINAGE: JAS SHOWN THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS, OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. PREPARED AN APPROVED BY:BY ,j%p ALLAN P. HENDERSON DATE CALIFORNIA RCE NO. 25224 EXP- 12/31/2019 PERMIT NO.: 17-40000062 2501 GATEWAY AVENUE SPR (16-0312) GRADING P VICINrfY MAP NOT TO SCALE 6.9-279 RECORDS NO.: REV: 2 COPYRIGHT ©_2D17, BY PATRICK & HENDERSON, II DESCRIPTION: TITLE SHEET AND GRADING NOTES E. BRUNDAGE LN JOB NO.: 054 - P&H SHEET NO: FOR sB 3 SHEE GATEWAY AVE 4 T.30S., R.28E. M D.M.; ¢ 3 IN THE CITY OF BAKERSFIELD I 11/13/17 SITE a KERN 12 3 E E. BELL TERRACE VICINrfY MAP NOT TO SCALE 6.9-279 RECORDS NO.: REV: 2 COPYRIGHT ©_2D17, BY PATRICK & HENDERSON, II DESCRIPTION: TITLE SHEET AND GRADING NOTES JOB NO.: 054 - P&H SHEET NO: FOR �E�Y "�)� :. i 3 SHEE SECTION 4 T.30S., R.28E. M D.M.; _='` ISSUE DATE: IN THE CITY OF BAKERSFIELD I 11/13/17 STATE LICENSE: KERN COUNTY, CALIFORNIA REVISION: 04 3rot4 ?S -D1 Cnb4 -aa ,5:�1sS r�A-"-e(. 6" CURB �6' CURB z —_ FF = 381.50 _GRAVEL GRAVEL r rSWALE WITH FENCE H L FF = 381.50 GUTTER T EXISTING SIDEWALK [EXISTING GRADE SECTION B -B NOT TO SCALE GRAVEL LISTING GRADE SECTION A -A NOT TO SCALE EXISTING CURB WITH x /FENCE ADDED CURB WITH FEN V GUTTER SWALE GRAVEL EXISTING SIDEWALK SECTION C -C NOT TO SCALE NEW SIDEWALK PEDESTRIAN EASEMENT TO C.O.B. PER DOC. NO. 21 80 58 46 5 0.8 REMOVE EXISTING CURB S• AND GUTTER SAWCUT 25' %\ LEGEND — — SAWCUT BOUNDARY LINE PEDESTRIAN EASEMENT BOUNDARY LINE TRUNCATED DOMES '(3 ST - 1 R , e \379.93 TN 379.43 BW G DRIVEWAY ENLARGEMENT NOT TO SCALE I I EXISTING BACK OF WALK FENCE IN CURB CURB AND GUTTER 2' 4" WIDE V GUTTER GRAVEL 3 10' 3go875S CURB \' GRAVEL (2:)CURB AT RIGHT-OF-WAY NOT TO SCALE I I Fr:FNn o G1.RAPHIC SCALE 40 IN FEET 1 inch = 20 ft. NO R/W NEW SIDEWALK PROPERTY BOUNDARY PROPERTY NOT A PART — — —LIMITS OF DISTURBANCE ® TRUNCATED DOMES ---\EXISTING EDGE OF PAVEMENT O EXISTING CHAIN LINK FENCE ® EXISTING SEWER MAN HOLE �o EXISTING FIRE HYDRANT X430.25 EXISTING SPOT ELEVATION 430.0 TC DESIGN ELEVATION 429.9 FS (429.5) DENOTES EXISTING ELEVATION 17 DRAINAGE DIRECTION +----t- -DRAINAGE SWALE DETAILCALL OUT DETAIL SHEET NUMBER gpOPLSS/p p0 Nq TC TOP OF CURB y�eP HFNOFev, TW TOP OF WALL a'ti o m . 52 z s FL FLOW LINE No0224 �,� Eyp (`3119 LIP LIP OF GUTTER FS FINISHED SURFACE ��vr CIVIL AQP FG FINISHED GRADE `O g IfOQ' EP EDGE OF PAVEMENT BW BACK OF WALK FF FINISHED FLOOR GB GRADE BREAK DW BACK OF DRIVEWAY CONTOUR INTERVAL = 1' 6.9-279 PERMIT NO.: 17-40000062 iCITY RECORDS NO.: 2501 GATEWAY AVENUE REV: 2 SPR (16-0312) GRADING PLAN COPYRIGHT ©_2017 BY PATRICK AND HENDERSON INC. PLOT INFORMATION: REVISION 20409 18 054-17 QPPATRICK & HENDERSON, INC. A I I DATE:— REVISION _ PREPARED FOR: DESCRIPTION Consulting Engineers 11/13/17 DATE _ RR -EV g DESOEIPTION BV JOB NO.: 054-17 1965 AIRPORT DRIVE as 14 ,8 -- REVISED PER CITY COMMENTS JK LEE SHAW GRADING PLAN P&N SHEET NO.: Foundation & Structural Engineering SCALE: oa oe 1s _ z _--_ _ REVISED PER CITY COMMENTS _ _ _ _ _ Z BAKERSFIELD, CALIFORNIA 93308 AS SHOWN — JK_ 2501 GATEWAY AVENUE FOR 3 SHEETS EN®ERSON Land Planning -- _ (661} 391-9854 DRAWN BY: BAKERSFIELD, CA SECTION 4 T.30S., R.28E. M.D.M. ISSUE DATE: NCCIVIL & GEOTECHNICAL Land Surveying JK __. M 1317 . ENGINEERING FAX: (661) 391-9926 Soils Testing APPROVED: AH ------ __________—_—_ _---___ IN THE CITY OF BAKERSFIELD STATE LICENSE: KERN COUNTY CALIFORNIA 25224 --� ___- r REVISION: O4 O9 1$ NOTES: 1. ALL WORK TO BE CONTAINED WITHIN THE "LIMITS OF DISTURBANCE" NO DISTURBANCE, EQUIPMENT STORAGE, OR SUPPLIES SHALL GO OUTSIDE OF THE LIMITS WITHOUT CITY OF BAKERSFIELD PLANNING APPROVALS. LIST OF CITY STANDARDS 2. MBHCP INFORMATION SITE DISTURBANCE NOTE: CURB WITH FENCE COMMERCIAL DRIVEWAY ST -4 TYPE 'A' CURB AND GUTTER ST -1 TOTAL AREA OF SITE DISTURBANCE: 108,029 SF (2.48 AC) SIDEWALK ST -3 GRAVEL �--- PAVING PATCH ST -11 3. 2% SLOPE FOR 5 MIN. FROM ALL EXTERIOR WALLS. REFUSE CONTAINER PAD ST -27 & ST -29 STANDARD TRENCH BACKFILL ST -12 -- ---- _ _ CONSTRUCT MANHOLE SW -2 & SW -6 SPECIAL NOTE _ - - �4' -- SUMP/DRAINAGE S-9 IT WILL BE THE CONTRACTORS RESPONSIBILITY TO FAMILIARIZE V GUTTER D-11, D-12, & D-13 HIMSELF AND COMPLY WITH ALL CURRENT RULES AND HANDICAP RAMPS STATE REGULATIONS REGARDING DUST CONTROL AND COMPLIANCE WITH RULE 4641 DURING PAVING OPERATIONS. IF CONTRACTOR S CALIFORNIA STANDARD PLANS A88A IS NOT FAMILIAR WITH RULES AND REGULATIONS, CONTACT A88B WITH THE SAN JOAQUIN VALLEY AIR "POLLUTION CONTROL A90B DISTRICT SHALL BE MADE PRIOR TO CONSTRUCTION TO OBTAIN SIGHT DISTANCE REQUIREMENT T-7 CURRENT RULES AND REGULATIONS. NO R/W NEW SIDEWALK PROPERTY BOUNDARY PROPERTY NOT A PART — — —LIMITS OF DISTURBANCE ® TRUNCATED DOMES ---\EXISTING EDGE OF PAVEMENT O EXISTING CHAIN LINK FENCE ® EXISTING SEWER MAN HOLE �o EXISTING FIRE HYDRANT X430.25 EXISTING SPOT ELEVATION 430.0 TC DESIGN ELEVATION 429.9 FS (429.5) DENOTES EXISTING ELEVATION 17 DRAINAGE DIRECTION +----t- -DRAINAGE SWALE DETAILCALL OUT DETAIL SHEET NUMBER gpOPLSS/p p0 Nq TC TOP OF CURB y�eP HFNOFev, TW TOP OF WALL a'ti o m . 52 z s FL FLOW LINE No0224 �,� Eyp (`3119 LIP LIP OF GUTTER FS FINISHED SURFACE ��vr CIVIL AQP FG FINISHED GRADE `O g IfOQ' EP EDGE OF PAVEMENT BW BACK OF WALK FF FINISHED FLOOR GB GRADE BREAK DW BACK OF DRIVEWAY CONTOUR INTERVAL = 1' 6.9-279 PERMIT NO.: 17-40000062 iCITY RECORDS NO.: 2501 GATEWAY AVENUE REV: 2 SPR (16-0312) GRADING PLAN COPYRIGHT ©_2017 BY PATRICK AND HENDERSON INC. PLOT INFORMATION: REVISION 20409 18 054-17 QPPATRICK & HENDERSON, INC. A I I DATE:— REVISION _ PREPARED FOR: DESCRIPTION Consulting Engineers 11/13/17 DATE _ RR -EV g DESOEIPTION BV JOB NO.: 054-17 1965 AIRPORT DRIVE as 14 ,8 -- REVISED PER CITY COMMENTS JK LEE SHAW GRADING PLAN P&N SHEET NO.: Foundation & Structural Engineering SCALE: oa oe 1s _ z _--_ _ REVISED PER CITY COMMENTS _ _ _ _ _ Z BAKERSFIELD, CALIFORNIA 93308 AS SHOWN — JK_ 2501 GATEWAY AVENUE FOR 3 SHEETS EN®ERSON Land Planning -- _ (661} 391-9854 DRAWN BY: BAKERSFIELD, CA SECTION 4 T.30S., R.28E. M.D.M. ISSUE DATE: NCCIVIL & GEOTECHNICAL Land Surveying JK __. M 1317 . ENGINEERING FAX: (661) 391-9926 Soils Testing APPROVED: AH ------ __________—_—_ _---___ IN THE CITY OF BAKERSFIELD STATE LICENSE: KERN COUNTY CALIFORNIA 25224 --� ___- r REVISION: O4 O9 1$ Hx9T MANAGEMFM MACTICER alM 'xl Genera No4. 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W Mm xvvmMN�e®®f b "m mmafomem wmmmm p p( m. f n a.eA.�r.aeibe" nnem mpv .mOrevuebnla a m.m< w xabepm'mfauMm e�m• m.meame .�fvema vSnM.varm. usaamGv1mnla®ag .mev°lro-mam aammm mW mfaauemewcve i vlaa.fm m aM.'. m<ma mm mar.w w_n emrN°..lmiN°sIer°m memmalm�.'m�em nemm r:m',..�r.m umN"a,e�serommxen ev' •.m memmm emwe o. mAa .aM .vmv e. l.«am.y• ai mmm .nm�v a n.la wpN mm mm. M..n °. Ivnwrmmmt 111T emm.mer a°mMvmeage. v® atou enslmey pwem v net lismm m a.®mme ma m mIe). p °'iFob mm myi nF 1-t tw mnma u nn unf e n m me .mm Bran gMem. '^ n v a orq TryF 1 fR1YFl FNTRANfF/CNT "emf.mn.e ATRICK & ENDERSON NCCIVIL & GEOTECHNICAL . ENGINEERING 6YUk M*N,1AZ6T PROTE6YON NONE -_•'IG IC 1 BAKERSFIELD, CALIFORNIA 93308 (661) 391-9854 FAX: (661) 391-9926 Consulting Engineers Foundation & Structural Engineering Land Planning Land Surveying Soils Testing DATE: 11 /07/17 SCALE: AS SHOWN DRAWN BY: JK APPROVED: AH 0TAEILIEED dOXOMUCII ENMANdE/EXIT C-7 0TAEILIEEU dOWTEU(}nm inT dE/EEIT (� NFCEi BI R m 4m D�w.rNNua.,wu -o�—e[xM 111x sar �.V¢ Nwes eI1F FIAre Na x PEFa+ *� 4NA�INC MN Fax cRMEs ANv ¢GYAnONs ' �PoV__.•.i'7 waera pa eI /56PPAAFA TME 2 ALt ATIY MMANCE/fnT ux of M -W.. me tlmkx mci & rurMa pkW. elm OTAEILIEEU doXorwdnox ENTEANdE/ExIT tldes mµ3.. wtl paNm. lP¢ w 7111 M. ratluv ee em mr am'm � ryva.n � mea4 ammo ane r°g°e m mm) aw w.e mmme .ma aaMvipin v°�minmum °�ro�"u:i mnfmzmo-a:aa fm.. yr mW v�.mr/eme�portWur � qvn®®vpprvpmm. gvtx-.lu v nmpvmry enmr e.m�l:e�"mann, em.) poor b Neanrp a pr•.'ipmnvv. ,BTORA& LEE SHAW 2501 GATEWAY AVENUE BAKERSFIELD, CA 054-17 C? Notes r�uiura� 1aPPa • m.-11 npnmrca wm vn mpmm®e, armmee n e m e I, mamm opal., mm •— ana/ae mke m Prc.mf rvn-a., roaax, aae PERMIT NO.: 17-40000062 2501 GATEWAY AVENUE No. C25224 Exp.1231-19 hr GRAPHIC SCALE 0 10 20 40 N FEET ) 1 inch = 20 ft. tloka: SPR (16-0312) GRADING PLAN EROSIN CONTROL PLAN FOR SECTION 4 T.30S., R.28E. M.D.M. IN THE CITY OF BAKERSFIELD KERN COUNTY, CALIFORNIA ..m ua" — — 11 avm.mH p.d,ng.nv a d prn'p°YP Mb daze mer rauM11xro pnwm amm.emr from nv n mdew w arta mmetlNp bnml a fmm m. ".eemmxl"t °r fWmm l 1,guny b — vrc°iiul-iro mcapmn°geo5amae.an9. mlaimum a rm..nf� .uln w Imre. mMi e• mm �eoMMI �� �i® ie°Wmi Tram naNdR 6.9-279 CITY RECORDS NO.: REV: 2 COPYRIGHT ©_2417 BY PATRICK & HENDERSON, INC. JOB NO.: 054-17 P&H SHEET NO.: 3 SHEETS ISSUE DATE: 11/13/17 STATE LICENSE: 9599d ZZ tloka: SPR (16-0312) GRADING PLAN EROSIN CONTROL PLAN FOR SECTION 4 T.30S., R.28E. M.D.M. IN THE CITY OF BAKERSFIELD KERN COUNTY, CALIFORNIA ..m ua" — — 11 avm.mH p.d,ng.nv a d prn'p°YP Mb daze mer rauM11xro pnwm amm.emr from nv n mdew w arta mmetlNp bnml a fmm m. ".eemmxl"t °r fWmm l 1,guny b — vrc°iiul-iro mcapmn°geo5amae.an9. mlaimum a rm..nf� .uln w Imre. mMi e• mm �eoMMI �� �i® ie°Wmi Tram naNdR 6.9-279 CITY RECORDS NO.: REV: 2 COPYRIGHT ©_2417 BY PATRICK & HENDERSON, INC. JOB NO.: 054-17 P&H SHEET NO.: 3 SHEETS ISSUE DATE: 11/13/17 STATE LICENSE: 9599d