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HomeMy WebLinkAbout6.9-228GRADING NOTES: REVISION PLAN CHECKS 1 1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN AND 18. SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISI _N 37. FILL AREAS SLOPING STEEPER THAN 5:1 SHALL BE KEYED AND BENCHED TO 1 1 SHALL CONFORM WITH APPENDIX "J" OF THE 2016 CALIFORNIA BUILDING EROSION CONTROL PLAN OF THE SOILS ENGINEER. THE SOILS ENGINEER, DESIGN ENGINEER, AND 1 SUPPORT FILL. DEMO PLAN CODE AND STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL 1 BUILDING OFFICIAL SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO SS SS R'S 002-250-12 INVESTIGATION PREPARED BY KRAZAN & ASSOCIATES INC., DATED: 4/13/17 0,76 AC PLACING OF ANY FILL MATERIAL. 38. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING 6 INCHES IN 12'-14' AND SHALL BE MADE A PART HEREON. - -- 0.78Ac SITE DRAINAGE: AS SHOWN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY 19. THE SITE SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION, INCLUDING APPROVED METHOD. 2. ALL DESIGN ELEVATIONS SHOWN ARE TO FINISH GRADE. ROOTS, LOOSE FILL, TRASH AND OTHER DELETERIOUS MATERIALS. ANY HOLE OR VOIDS LEFT AFTER THE REMOVAL OF TREES, ROOTS, SEPTIC TANKS, 39. ALL FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING THE PAD AND ABANDONED FOUNDATIONS, PIPELINES OR THE LIKE, SHALL BE FILLED AS DETERMINED BY APPENDIX "J" OF 2016 CALIFORNIA BUILDING CODE AND SO PAVING AREAS TO WITHIN 0.1 FOOT OF SUBGRADE. IF SUCH AREAS SHOULD REQUIRED BY THE SOILS ENGINEER. CERTIFIED BY TESTS AND REPORTS FROM SOILS ENGINEER. COMPACTION TESTS BE FOUND TO BE MORE THAN 0.01 FOOT FROM THE DESIGN SUBGRADE SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE ELEVATION AFTER COMPLETION OF GRADING, THE CONTRACTOR SHALL RETURN 20. FILL MATERIAL SHALL BE SUBJECT TO THE SOILS ENGINEER'S APPROVAL. NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY AND CORRECT THE GRADING AT NO COST TO THE OWNER. ENGINEER. 21. ALL FILL SLOPES SHALL NOT TOE OUT WITHIN 12 FEET HORIZONTALLY OF 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF THE TOP OF EXISTING OR PLANNED CUT SLOPES. 40. UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL CONSTRUCTION. A STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE CITY 22. THE CUT AND FILL QUANTITIES ARE CALCULATED USING A COMPACTING OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED RIGHT-OF-WAY. FACTOR OF 1.30. THE ENGINEER MAKES NO WARRANTEE EITHER DIRECT OR BY PATRICK & HENDERSON, INC. IMPLIED THAT THIS WILL BE THE ACTUAL COMPACTION FACTOR. IF A 5. JPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, DEFICIENCY OR AN EXCESS OF SOIL ARISES THE GRADING CONTRACTOR 41. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD A FINAL SOILS REPORT COVERING THE SITE PREPARATION AND GRADING SHALL IMMEDIATELY CONTACT THE ENGINEER, WHO SHALL DETERMINE IF PUBLIC WORKS DEPARTMENT FOR PERFORMING WITHIN EXISTING ACCEPTED STREET SHALL BE SUBMITTED TO THE ENGINEER AND BUILDING DEPARTMENT BY THE ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BETWEEN CUT AND P,IGHT-OF-WAY, UN -ESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED SOILS ENGINEER. FILL. ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO 6. F A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THIS 23. THE CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMIT ISSUANCE OF A PERMIT. PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE GRADING PURPOSES ONLY. THE CONTRACTOR SHALL, AFTER EXAMINING THE PLAN, CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER SOILS REPORT, AND THE SITE TERRAIN, PREPARE HIS BID PRICE FOR THE: 42. CITY INSPECTOR TO BE NOTIFIED 48 HOURS PRIOR TO PLACING FILL MATERIAL WITHIN WORK. PROJECT, BASED ON HIS OWN EARTHWORK CALCULATIONS. THE LIMITS OF GRADING FOR THIS SITE 7. ALL GRADING WORK SHALL BE SUPERVISED AS "ENGINEERED GRADING" IN 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 70 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 DEPTH 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 --- DBSTRUCTIONS SHOULD BE REMOVED. IF THE TERMINUS OF ANY ABANDONED DIPING 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 TROM 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 4T 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. PATRICK AND HENDERSON INC. PLOT INFORMATION: REVISON 1 06/20/17 ATRICK& 1965 AIRPORT DRIVE ENDERSON BAKERSFIELD, CALIFORNIA 93308 (661) 391-9854 NC.CIVIL & GEOTECHNICAL FAX: (661) 391-9926 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 PLANc- 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 W TH 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. Consulting Engineers DATE: 05/09/17 Foundation & Structural Engineering -'CALL: AS SHOWN Land Planning DRAWN BY: Land Surveying JK Soils Testing APPROVED: AH 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 CONTRCL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POL-UTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. 44. THE LANDSCAPE AREAS: MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRJCTURE 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 T,D 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 NC -ICE: COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SU BDIVIDER/CON TRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. The GRADING Pl QN as shown 01 this drawing subject to any indicated correction, c r additions. Works Department and Budding DE;:artment indre _1 to design criteria used and contorir,z nice to City Ordinances Enyirreer t • ttiP subdn er or develop MUSEUM ANDr� � � 2 for accuracy of calcutatioin ror !his ) an and shall atcsu�tvstncF R-1 R 2 graded' plan atter completion ut th3 grading. Y R 2 P.U.D. q_ R-2 APPROVED BY: Ec 2 c-2 C -2 z �, v V14"y Oaks M-2 R.2 CIFINbw srm�{ M-2` t M-2 EN.&TAT£ 32NO ST TAGS AVE rs1-2 R-2 R-2 R -3 -CH 36TH ST R2 35TH ST C -L G2 d2 REVISION M-1 H M-1 JJ KV W R� �+ z Yl�M M-2 M-1 M-2 ti91 ,ES CiQ� M-1 C-2 fi 0TH 51' t� C-2 C2 C-2 :...:::..:_:.w.:::::.:..... ....""TH ST . KEY MAP Zi)NE MAP 103 SCALE: R-3 WD R3 ?ND R-3 R3 R-3 C. o G-2 SHEET NUMBERS DESCRIPTION REVISION PLAN CHECKS 1 TITLE SHEET AND GRADING NOTES 0 1 2 GRADING PLAN 0 1 1 3 EROSION CONTROL PLAN 0 1 4 DEMO PLAN 0 1 IgEC..EIVE JLN21201 C ITY Cil= BF. (ERS Ell m miNG CI.PAR' LEGAL DESCRIPTION: ALL OF LOT 2 IN BLOCK 621 AND ALL OF THE W1/2 OF VACATED L STREET LYING BETWEEN THE EASTERLY EXTENSIONS 07- THE NORTH AND SOUTH LINES OF - SAID LOT 2 ABANDONED BY RESOLUTION 560 DATED MAY 23, 1926 IN THE CITY OF BAKERS? ELD, AS SHOWN ON THAT CERTAIN MAP DATED MARCH 10, 1904 ENTITLED SALES MAP OF THE KERN COUNTY LAND COMPANY SHOvVING SUBDIV SIONS 0- ITS ADDITIONS TO THE C TY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, AS PER MAP RECORDED APRIL 19, 1904 IN BK. 1, PG. 13 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COJNTY. TOGETHER WITH THE NORTH 11.25 FEET OF 32nd STREET ADJACENT ON THE SOUTH ABANDONED BY RESOLUTION 38-77, RECORDED JUNE 8, 1977 IN BK. 5032, PG. 1956, O.R. EXCEPT THE WEST 150 FEET THEREOF. ALSO BEING A PORTION OF THE OF SECTION 19, T.29S., R.28=., M.D.M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. QUANTITIES- THE UANTITIES-THE QUANTITIES SHOWN BELOW ARE FOR GRADING PERMIT PURPOSES ONLY, ANE SHALL NOT BE USED FOR BIDDING PURPOSES. THE CONTRACTOR SHALL MAKE HIS OWN ESTIMATE OF QUANTITIES FOR BIDDIN 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 "LANS MAY BE REQUIRED TO BALANCE GRADING. APPROVAL OF ADJUSTME`JTS BY THE ENGINEER ARE REQUIRED. EXCAVATION (EXCLUDING OVER -EX): FILL (EXCLUDING OVER -EX): COMPACTION FACTOR: PROJECT ACREAGE (ALL PHASES): BENCHMARK USED: 30th STREET AND L STREET ELEVATION = 4,--7-72 DATUM (USGS) 267 C.Y. 480 C. Y. '20% ,IZ778 SF (GROSS) 0.98 AC. BASIS OF BEARING: THE BEARING 0- N 00° 00' 05" W SHOWN FOR THE CENTERLINE OF 'K' STREET PER MISCELLANEOUS MAP 16-7 29/28-19 M4 TOPublic Works Departme is Date Building Departrn -nt DateC. -17 34TH ST PREPARED AND APP VED BY: M-1 AA -i BY R"3 e'3 ALLAN P. HENDERSON DATE CALIFORNIA RCE NO. 25224 EXP. ' 2/31/2017 rx-s R3 ITE R"3 STATISTICS INFORMATION OWNER: CLAYTON PROPERTIES, LLC VICINITY MAP NOT TO SCALE AND 110 CALIFORNIA AVENUE R3 R3 BAKERSFIELD, CA 93304 PREPARED BY: PATRICK AND HENDERSON, INC. ALLAN P. HENDERSON CALIFORNIA RCE NO. 25224, EXP. 12/31/2017 1965 AIRPORT DRIVE BAKERSFIELD, CA 93308 CONTACT: BRUCE ANDERSON SS SS R'S 002-250-12 ill * iAi PLblicc 0,76 AC t rjR cG u"E VACANT OFFICE TRAILER AND CANOPY �I H S: 12'-14' DEVELOPED AR A: - -- 0.78Ac SITE DRAINAGE: AS SHOWN TOPublic Works Departme is Date Building Departrn -nt DateC. -17 34TH ST PREPARED AND APP VED BY: M-1 AA -i BY R"3 e'3 ALLAN P. HENDERSON DATE CALIFORNIA RCE NO. 25224 EXP. ' 2/31/2017 rx-s R3 ITE R"3 R-3 THESE PLANS AMD SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION, VICINITY MAP NOT TO SCALE AND R3 R3 R3 TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS CF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. R-8 T a IAC ANY ERRORS, UNI SSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS, OR 3" DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH R'3 CORRECTIONS REFLECTED ON CCRRECTED PLANS SUBMITTED TO THE CITY ENGINEER. R3R-3 1. . R7 1 _ _ I PERMIT NO.: 17-40000032 CITY RECORDS NO.: __rt:EPARED FOR: K.ER'� CRAWLEY CONSTRUCTION 5801 SUNNY HILLS COURT BAKERS-IELD, CA 93306 015-17 GP DESCRIPTION 1300 32nd STREET ,(")PR (17-0076). GRADING PLAN TITLE SHEET AND GRADING NOTES FOR SECTION 19, T.29S., R.28E., M.D.M. IN THE CITY OF BAKERSFIELD KERN COUNTY, CALIFORNIA R EV': 1 COPYR.G--- C 210'7 BY PATRICK & HEND=RSON, INC. JOB NO.: 015-17 P&H SHEET NJ.: 1 ISSUE DATE: 05/09/17 STATE LICENSE: 25224 REVISION: 06/20/171 ELD El --------------- LEGEND ----------=`\ L GEND PROPERTY BOUNDARY PROPERTY NOT A PART � LIMITS OF DISTURBANCE TRUNCATED DOMES -- --------z-------- EXISTING EDGE OF PAVEME EXISTING OVERHEAD POWEf POWER POLE --- --- ---------- --------- EXISTING CHAIN LINK FEN C x - EXISTING BARBED WIRE FEI ❑E EXISTING ELECTRICAL PANE Fs] EXISTING PG&E SMART ME EXISTING SEWER MAN HOLE ,yxv<) EXISTING FIRE HYDRANT 406-00 TC DESIGN ELEVATION 405.50 FS (405.12) DENOTES EXIST 1% DRAINAGE DIRECTION f - — o —DRAINAGE SWALE X406.25 EXISTING SPOT ELEVATION DETAIL CALL OUT DETAIL SHEET NUMBER TC TOP OF CURB TW TOP OF WALL TB TOP OF AC BERM TG TOP OF GRATE FL FLOW LINE LIP LIP OF GUTTER FS FINISHED SURFACE FG FINISHED GRADE EP EDGE OF PAVEMENT BW BACK OF WALK FF FINISHED FLOOR FP FINISHED PAD HP HIGH POINT GB GRADE BREAK RC TOP OF RETAINING CURB BO BLOW OFF VALVE SP SERVICE POLE TP TELEPHONE POLE DW BACK OF DRIVEWAY CONTOUR INTERVAL = 1' LIST OF CITY STANDARDS COMMERCIAL DRIVEWAY ST -4 TYPE 'A' CURB AND GUTTER ST -1 SIDEWALK ST -3 PAVING PATCH ST -11 REFUSE CONTAINER PAD ST -2- STANDARD TRENCH BACKFILL ST-1� CONSTRUCT MANHOLE SW -2 SUMP/DRAIN AGE S-9 D-11, HANDICAP RAMPS STATE OF CALIFORNIA STANDARD PLANS A88A A88B A90B SIGHT DISTANCE REQUIREMENT T-7 o GRAPHIC SCALE o 210 40 ( IN FEET ) 1 inch = 20 ft. ----------------- SIDEWALK, AND DRIVEWAY ��/EXISTING FENCE CONIC. R/EXISTING FENCE-,,., FF - 407.00 i' \\-/ EXISTING GRADE AC SECTION A -A 6" CURB & GUTTER NOT TO SCALE 33rd STREET AO S' 3 D' 22' 6„ CONC. - _ - -- SWALE -EXISTING GRADE EXISTING DRIVEWAY SECTION B -B NOT TO SCALE Iii 6" CURB & GUTTER FF = 407.00 ONC. MODJLAR OFFICE ,/--�/EXISTING FENCE FF = 407.50 LS/DETENTION 0.7' DEEP MAX /-6" CURB FP = 406.00__... WS = _. 405_3 - EXISTING GRADE Ls CONIC. �6" CURB BO TOM = 404.60 TRANSFORMER PA SECTION C -C NOT TO SCALE NE'N PAVEMENT PER RAD. = 0.5" TYPICAL-, 6" -*--;'** 1.5" SLOPE VARIES N F A CONCRETE CURBTYPE 'B'_ NOT TO SCALE r} �Q wp cto Alm NEW PAVEMENT PER SECTION 0.70' TO 10.0' VARIES SEE PLAN f, NATURAL !RAIN GROUND x 131 I'�11 I1��I. F B TYPICAL SECTION ® PROPERTY LINE NOT TO SCALE 2" ASPHALT CONCRETE PAVEMENT COMPACTED TO 95% RELATIVE DENSITY 4" CLASS 2 AGGREGATE BASE COMPACTED TO 95% RELATIV= DENSITY (SEE SPECIFIC ATI DNS) _, t - - 12" NATIVE SOIL COMPACTED TO 95% MAX. DENSITY NOT TO SCALE - 6" CONCRETE ACCESSIBLE VAN PARKING SIGN /EXISTING FENCE S/DETENTION 0.5' DEEP MAX �- WS = 405.50 BOTTOM = 405.00 ACCESS131­E PARKING SIGN " CURB OPE:N' N AO �z0 0 �z0 Oj 6 0 ' 00 6' 00 `s0 CpO c� �O c� S T T F� SYMBOL PAINTED WHITE �O NO WITH BLUE BACKGROUND 00 o� PARKIN 15,200 SF 0, 8, 9, FF = 407.00 Z Z a_ F� TYPICAL ACCESSIBLE a_ O �O NOT TO SCA -E O v X 12"k GREEN LETTERING, ARROW & BORDER APN: 002-250-12 RESE SYMBOL ON 1300 32nd STREET ----WHITE BLUE SQUARE x' WHITE BACKGROUND x 5.77 /t`f /"'PO PEN END SIDEWALK, AND DRIVEWAY ��/EXISTING FENCE CONIC. R/EXISTING FENCE-,,., FF - 407.00 i' \\-/ EXISTING GRADE AC SECTION A -A 6" CURB & GUTTER NOT TO SCALE 33rd STREET AO S' 3 D' 22' 6„ CONC. - _ - -- SWALE -EXISTING GRADE EXISTING DRIVEWAY SECTION B -B NOT TO SCALE Iii 6" CURB & GUTTER FF = 407.00 ONC. MODJLAR OFFICE ,/--�/EXISTING FENCE FF = 407.50 LS/DETENTION 0.7' DEEP MAX /-6" CURB FP = 406.00__... WS = _. 405_3 - EXISTING GRADE Ls CONIC. �6" CURB BO TOM = 404.60 TRANSFORMER PA SECTION C -C NOT TO SCALE NE'N PAVEMENT PER RAD. = 0.5" TYPICAL-, 6" -*--;'** 1.5" SLOPE VARIES N F A CONCRETE CURBTYPE 'B'_ NOT TO SCALE r} �Q wp cto Alm NEW PAVEMENT PER SECTION 0.70' TO 10.0' VARIES SEE PLAN f, NATURAL !RAIN GROUND x 131 I'�11 I1��I. F B TYPICAL SECTION ® PROPERTY LINE NOT TO SCALE 2" ASPHALT CONCRETE PAVEMENT COMPACTED TO 95% RELATIVE DENSITY 4" CLASS 2 AGGREGATE BASE COMPACTED TO 95% RELATIV= DENSITY (SEE SPECIFIC ATI DNS) _, t - - 12" NATIVE SOIL COMPACTED TO 95% MAX. DENSITY NOT TO SCALE - 6" CONCRETE ACCESSIBLE VAN PARKING SIGN /EXISTING FENCE S/DETENTION 0.5' DEEP MAX �- WS = 405.50 BOTTOM = 405.00 ACCESS131­E PARKING SIGN " CURB E PAVING SECTION x X A lo `XX 12" NATIVE SOIL OCMPACTED TO 95% MAX. DENSITY PAVING SECTION NCT TO SCALE 84" WHEN PEDESTRIAN PATH FROM CAR TO WALK PASSES BY OR UNDER THE SIGN METAL SIGN GREEN LETTERING, WHITE BACKGROUND STEEL POST (2"X2") CONCRETE BASE 412" rF ACCESSIBLE PARKING SIGN _ NOT TO SCALE FREPARED FOR: KERN CRAWLEY CONSTRUCTION 5801 SUNNY HILLS COURT BAKERSFIELD, CA 93306 015-17 GP NOTES: 1. ALL WORK TO BE CONTAINED WITHIN THE "LIMITS OF DISTURBANCE" NO DISTURBANCE, EQUIPMENT STORAGE, OR SUPPLIES SHALL GO OUTSIDE OF THE LIMITS WIT -CUT CITv OF BAKERSFIELD PLANNING ,APPROVALS. 2. MBHCP INFORMATION SITE DISTURBANCE NOTE: TOTAL AREA OF SITE DISTURBANCE: 42,778 SF (0.98 AC) 3. 2% SLOPE FOR 5' MIN. FROM ALL EXTERIOR SPECIAL NOTE IT WILL BE THE CONTRACT:RS RESPONSIBILITY TO FAMILIARIZE HIMSELF AND COMPLY WITH ALL CURRENT RULES AND REGULATIONS REGARDING DJST CONTROL AND COMPLIANCE WITH RULE 4641 DURING PAVING OPERATIONS. IF CONTRACTOR IS NOT FAMILIAR WITH RULES AND REGULATIONS, CON -ACT WITH THE SAN JOAQUIN VA -LEY AIR POLLU- ON CON-ROL DISTRICT SHALL BE MADE =RIOR TO CONSTRUCTION -0 CS --I'. CURRENT RULES AND REGU_ATIONS. DESCRIPTION: PERMIT NO.: 17-40000032 1300 32nd STREET ISPR (17-0075) 65' 30' — -6" CONC. R SWALE \l EXISTING DRIVEWAY (� 32nd STREET GRADING PLAN GRAD "\JG PLAN -OR SECTION 19, T.29S., R.28E., M.D.M. IN THE CITY OF BAKERSFIELD KERN COUNTY, CALIFORNIA L _ J. CITY RECORDS NO.: REV: 1 COPYRIGF- O __201.? BY PATRICK & HENDERSON, INC JOB NO.: 015-17 &H SHEET NO.: 2 ISSUE DATE: 05/09/17 STATE LICENSE: 25224 <EVISION: 06/20/17 STRIPPING PAINTED TRAFFIC BLUE TO 00 INDICATE ACCESSIBLE LOADING ZONE 36"X36" ACCESSIBLE SYMBOL PAINTED WHITE NO WITH BLUE BACKGROUND VAN PARKIN 12" LET -ERS 0, 8, 9, PARKIN" PAINTED IN TRAFFIC WHITE TYPICAL ACCESSIBLE PARKING NOT TO SCA -E X 12"k GREEN LETTERING, ARROW & BORDER RESE SYMBOL ON ----WHITE BLUE SQUARE PROVIDE AS WHITE BACKGROUND REQUIRED ON PLANS a E PAVING SECTION x X A lo `XX 12" NATIVE SOIL OCMPACTED TO 95% MAX. DENSITY PAVING SECTION NCT TO SCALE 84" WHEN PEDESTRIAN PATH FROM CAR TO WALK PASSES BY OR UNDER THE SIGN METAL SIGN GREEN LETTERING, WHITE BACKGROUND STEEL POST (2"X2") CONCRETE BASE 412" rF ACCESSIBLE PARKING SIGN _ NOT TO SCALE FREPARED FOR: KERN CRAWLEY CONSTRUCTION 5801 SUNNY HILLS COURT BAKERSFIELD, CA 93306 015-17 GP NOTES: 1. ALL WORK TO BE CONTAINED WITHIN THE "LIMITS OF DISTURBANCE" NO DISTURBANCE, EQUIPMENT STORAGE, OR SUPPLIES SHALL GO OUTSIDE OF THE LIMITS WIT -CUT CITv OF BAKERSFIELD PLANNING ,APPROVALS. 2. MBHCP INFORMATION SITE DISTURBANCE NOTE: TOTAL AREA OF SITE DISTURBANCE: 42,778 SF (0.98 AC) 3. 2% SLOPE FOR 5' MIN. FROM ALL EXTERIOR SPECIAL NOTE IT WILL BE THE CONTRACT:RS RESPONSIBILITY TO FAMILIARIZE HIMSELF AND COMPLY WITH ALL CURRENT RULES AND REGULATIONS REGARDING DJST CONTROL AND COMPLIANCE WITH RULE 4641 DURING PAVING OPERATIONS. IF CONTRACTOR IS NOT FAMILIAR WITH RULES AND REGULATIONS, CON -ACT WITH THE SAN JOAQUIN VA -LEY AIR POLLU- ON CON-ROL DISTRICT SHALL BE MADE =RIOR TO CONSTRUCTION -0 CS --I'. CURRENT RULES AND REGU_ATIONS. DESCRIPTION: PERMIT NO.: 17-40000032 1300 32nd STREET ISPR (17-0075) 65' 30' — -6" CONC. R SWALE \l EXISTING DRIVEWAY (� 32nd STREET GRADING PLAN GRAD "\JG PLAN -OR SECTION 19, T.29S., R.28E., M.D.M. IN THE CITY OF BAKERSFIELD KERN COUNTY, CALIFORNIA L _ J. CITY RECORDS NO.: REV: 1 COPYRIGF- O __201.? BY PATRICK & HENDERSON, INC JOB NO.: 015-17 &H SHEET NO.: 2 ISSUE DATE: 05/09/17 STATE LICENSE: 25224 <EVISION: 06/20/17 406.91 o. 90 X _07.1 - - -----------LOQ -- ----- ---------- - F T T X407.16 tn5.1 ti 32nd STREET /405.58 BEST MANAGEMENT PRACTICES (BMP's) R1_ AR- 015-17 GP PERMIT NO.: 17-40000032 1300 32nd STREET SPR (17-0076) GRADING PLAN General Notes Hack Consulting Engineers Foundation &Structural Engineering Land Planning Land Surve in y g Soils Testing DATE: 05/n9/1 7 RVI ION of sidernik Sandbags/Grovebrs bags to Catch Basin overtopLoo DESCRIPTION: »...............d..-Y«.. 1. Best Management Practices (BMP's) contained herein reflect the minimum requirements. Back of c O6 Zo REVISED PER CITY COMMENTS X P&H SHEET fJ ;,: 4 __- SHEETSENDERSON(661) SCALE: AS SHOWN Alternate methods providing equal or greater protection may be utilized. For in depth Cure )nee _. DRAWN BY: JK information on BMP's refer to the California Storm Water BMP Handbooks, available at APPROVED:A www.cobmphandbooks.com, California Department of Trar sportation Construction Site BMP STATE LICENSE__ 25224 Crushed aggregate greater than Fact Sheets at www.dot.ea.gov/hq/construe/stormwater/ actsheets.htm, and/or USEPA BMP O - - 3 inches but smaller than 6 inches. Fact sheet http://cfpub.epe.gov/npdes/stormwater. 2. All construction activity shall be performed in accordance with a Stormwater Pollution Prevention Plan (SWPPP) developed and implemented in compliance with the requirements Dir-tionLe of ft'. -�--"=-"'- Filter fabric C -i l of the National Pollutant Discharge Elimination System (NPDES) Construction General AbsCleoeentrteCa MD �,.� 12 inch minmum, untess otherwise specif'ed Permit Order No. 2009-009-DWO and os amended by Order No. 2010-0014-DWO. LMRte mLby asoles engineer. Aggregate con be 3. The SWPPP shall:placed on original grade or subgrade. o. Identify potential pollutant sources pool include the design pool placement of BMP's toeffectively prohibit the entry of pollutants from the cinstruction site onto the street Pi -and or into a storm drain s stem durin construction. Y 9 Sn •••••••/ It. Be kept on site and amended to reflect changing conditions throughout the course of p 9 9 9 construction. , a. a ae .,a.. a..w. �„ ►.ev w .M•� ­ a0` 01i"01' • Spiltroy elevation shall Curb tiff n f r k rate top o cub Siaeeot 1. Sediments and other materia s snall oat be tracked from the site by vehicle traffic. The construction entrance roadways shall be stabilized so as to NOTE: Construct sediment barrier and o channelize runoff to C. Be kept up to date. Any additional updates requested by agency representative are to H Spiltra ...................... ................... ����""������ n: sediments from Nein tl deposited into the public roods. Sediment prove g eP ed P . sediment trapping device t� PP 9 be made immediate)::': Entr•aca/a.M ,,.t ,» wrveem m or.v.nt deposited on the roadway must ae swept up immediately and may not be a O B Y' washed down by rein or other means into the storm drain system. See Type �, 4. Non-Stormwater discharges are prohibited from entering any storm drain system pool/or containmentCr 1 and Type 2 deto Is. a ..�► - -- - street. D H e• N,. Cotcn 2. Stabilized construction entrance shall be: Has a. Located at any poirt where tralf c will be entering or leaving a 5. Discharges of pumped ground water require a discharge permit from the State of California Regional Water Quality Control Board (RWOCB)�+ L 36' Max. construction Ste to or from a public right of way, street, alley, and a '• a.i•La honk a - s •H` Notes: 1. Leaking vehicles and equipment shall not be allowed onsite. Equipment and sdewolk or parking area. . �' etf' •a•;c y. .17.14 6. Pollutants shall be removed from stormwater discharges to the Maximum Extent 1. Catch Basin/Inlet protection shall be installed wh srever there is a potential of vehicles shall be inspected frequently for leaks and shall be repaired immediately.' Clean spills and leaks with absorbent materials; do not flush withIn It. A series steel plates with strips-, and/oras min >3" to <6" i `�" F Practicable MEP through design dr implementation of the SWPPP. (MEP) 9 9 p stormwater or non-stormwater being discharged nto it. up promptly ,width crushed aggregate with length, width & thickness as needed to g x Inlet is water. adequately prevent any trotting onto paved surfaces. w Temporary pipe culvert 7. A standby crew for emergency work shall be available ct all times during the wet weather 2. protection required along with other pollLtion prevention measures such 2. Vehicles and equipment shall be maintained, and repaired onsite one in designated P Y 9 as needed season, which is typically Oct 1 through May 30. Necessary materials shall be available as; erosion control, sof stabilization, and measures to prevent tracking onto areas. Prevent run-on and run-off from designated areas. Containment devices 3. Adding a wash rack with a sediment trap large enough to collect all wash / on site and stockpiled at convenient locations to facilitcte rapid construction of paved surfaces. sholl be provided and areas shall be covered if necessary. water can greatly improve efficiency. 50 it Min emergency devices when rain is imminent. 3. Modify inlet protection as needed to avoid creating traffic hazards. 3. Designate onsite vehicle and equipment maintenance areas, away from storm drain 4. Include inlet protection measures at hillside v -di ches and mist. drainage swoles. inlets and watercourses. 4. All vehicles accessing the conslructon site shall utilize the stabilized or four times the circumference of the largest tire, 8. Portable sanitary facilities shall be located on relatively eve) ground away from traffic 5. Inlet protection shall be inspected and accumulo!ed sediments removed. Sediment 4. use secondary such as fl drain pan or drop cloth, to catch construction entrance sites. 9 construction vehicle is areas, drainage courses, pool storm drain inlets. shall be disposed of properly and in a manner 'hot ossures that the sediment removing or pi s and leaks when removing or changing fluids. spills Mach whichever 9 renter Employees, be BMP's including does not enter the storm drain system 6. Damaged bogs sholl be replaced immediate 9 9 P y' 5. Legally dispose of used oils, fluids, lubricants, and batteries. 6. Provide spill containment dikes or secondary containment around stored oil, fuel, a. Remove aM sediment deposited on paved roadways immediately. Existing G-cde ELAN 9. subcontractors and suppliers shall educated on oil concrete 7. Additional sandbag sediment traps shall be plocel at intervals as indicated on and chemical drums. b. Sweep paved areas that receive construction traffic whenever sediment waste storage and disposal procedures. 9 P P site plan. 7. Maintain an adequate supply of absorbent spill cleanup materials in designated becomes visible. area. c with water s prohibited if it results in a discharge to TYPE 1 GRAVEL ENTRANCE�lZ 10. Sediment control practices shall effectively prevent a ne. increase of sediment load in S. It is the to inspect the theement storm dronnsyst¢m stormwater discharge. contractors responsibility regularly vehicle and equipment maintenance area(s). OOA MI BA,9IN/INLET PROTECTION © EQUIPAtENT "IMENANGEE AREA$ ©IEIITABILIZED CONISITRUMON ENTRANCE/EXIT C-1 N`TkBILIZED dONOTRUdTION EN-rRANdE/EXIT Paved arealt Corrugated steel panels IcOriginal grade niot eevetconst-tea gft v CTI N A -A Maximum Stockpiled Materials sloe,, length Maxi,w tributary CONCRETE area .25 mere/]qp of Fence. / w'�2- WASHOUT �� a.r F, -.r fabric poet It a• u i AREA �T�•i a.c.cno::� g Flo. NOTE:Absorbent Construct sed'anent borrier y Cleanup Material „• ,pr,- n,.�pos•• C.Mpac t.d beck Flll and channeirze runoff to -went - FUEL sad trapping device yy,•„ ,� ,� y +• '� Bernell Containment �Moxs+un ... i th=300' 6 rue. Turn fast 6' of as Fence c • " O O.; -- B.rnvd Containment up-slope FRt- fabric ay .. w w .., .:> ._:.� Ar vo S.t Fent. cion Carrugc led steel panels- u .� + v w Surf ... /Llning 12' min or os v .. ,. SANDBAGS/rRAVEL vBAGS Notes: Notes, tint requied to jF accommodate PLACER TIWTL1 - - - TOGETHER Notes: 1. Construct the silt fence along o level contour. < anticipated aq ALL AR"D MATERIAL g performed n o designated area, awn from drainage courses. 1. Fuel ng shall be g y g c p permanently 2. It fences shall remain in lace until the disturbed area is TT traffic. W W W 1. Excess and waste concrete shall not be washed into the street or into o 2. Absorbent cleanup material shall be on site and used immediately in the stabilized. drainage system. 3. Provide sufficient room for runoff to pond behind the fence and allow ` 2. For washout of concrete and mortar products, a designated containment facility event of a spill, sediment removal equipment to pass between the sit fence and toe of slope s it Min, of sufficient capacity to retain liquid and solid waste shall be provided on site 3, Drip pons or absorbent pads shall be used during vehicle and equipment cr other obstructions. About 1200 sq. ft. of ponding area shall be prr+ided and disposed of properly off site. far every acre draining to the fence. (/ Notes: 3. Slurry from concrete and asphalt saw cutting shall be vacuumed or contained, fueling, unless the fueling is performed over an impermeable surface in a 4. Turn the ends of the filter fence uphill to prevent stormwater from flowing Eft" Mf entrance is n )t paved, either relocate YYY Stockpile management procedures and practices a designed to reduce or dried, picked up and disposed of properly. dedicatee fueling area cround the fence. 5. Leave an undisturbed or stabilized area immediately downslo a from the P naves the steel panels to edge of pavement or ^"^•"•' place Type t crushed aggregate. Tyonce, eliminate air and storm voter pollution from slate piles of soil, and paving 4. Dedicatee fueling areas shat be protected from storm water run-on and } match Existing materials such as portlond cement concrete (PCC rubble, asphalt concrete (AC). runoff, and shall be located at least 50 feet from downstream drainage 6. Ca not place in live stream or intermittently flowing channels. Crede asphalt concrete rubble. aggregate base, aggregate subbase or pre -mixed 7. When standard filter fabric is used, a wire mesh ELpport fence shall be ELAN aggregate, asphalt binder (i.e. cold mix) and pressure treated wood. facilities and watercourses. Fueling must be performed on level -grade areas. fastened securely to the upslope side of the posts using heavy-duty (0.6 Notes: 5. Protect fueling areas with berms and/or dikes to prevent run-on, runoff, and inch wire staples a ) pes al least 1.ol inches long, tie w res or hog rings. TYPE 2 ALTERNATIVE ENTRANCE/EXIT XIT 1. Protection of stockpiles is a ear -round requirement. P Y q 8. Filter fabric shall woven polypropylene geotextile with a minimum width of 2. Locate stockpiles a minimum of 50 feet away from concentrated flows of to contain spills. 36 inches and a minimum tensile strength of 100 b force. use of corrugated steel plotes, shaker plates, rumble plates, etc. storm water, drainage courses, and drain inlets. 9. Wood stokes shall be commercial quality lumber n) less than 2 inch by 2 3. Implement wind erosion/transport control practices as appropriate. inch. Wood stakes shall be driven to a depth of ro less than 18 inches from 4. A;I stockpiles shall be covered, stabilized, or protected with a temporary linear surface. barrier (i.e. sandbags, etc.) prior to the onset of precipitation. OC -2 OTABII.IZED dONOTRUdTION ENTRANdE/EXIT OEAtATERL4L ,l9�TOmaE O &ON&RETE IYA,B(TE AtANAG(EAENT © VEHI&LE/ EQUIPAZENT FUELINd O MILT FENO'E LFr_I=Nn ONPDES BMP PLATE No. C' CONTAINMENT AREA �- BERM OTH SILT FENCE NPDES BMP PLATE NO. H NQg; REFER "0 GRADING PLAN FOR GRADES AND ELEVATIONS GRAPHIC SCALE 0 HALF SCALE 2XSCALE ( IN FEET ) 1 inch=SCALEft. -:0 i Exp. 1---31-17 PATRICK AVD HENDERSON INC. PLOT INFORMATION: REVISON 1 06/20/17 R1_ AR- 015-17 GP PERMIT NO.: 17-40000032 1300 32nd STREET SPR (17-0076) GRADING PLAN , ( CITY RECORDS NO.: RE(: 1 COPYRIGI-- Cl _x.017 BY IPATRICK & -END-_RSON, INC. ATRICK & 1965 AIRPORT DRIVE BAKERSFIELD, CALIFORNIA 93308 391-9854 CIVIL & GEOTECHNICAL FAX: (661) 391-9926 N C. ENGINEERING Consulting Engineers Foundation &Structural Engineering Land Planning Land Surve in y g Soils Testing DATE: 05/n9/1 7 RVI ION 'REPARED FOR: KERN C R A VVL E Y CONSTRUCTION 5801 SUNNY HILLS COURT BAKERS=IELD, CA 93306 DESCRIPTION: E R O S I N CONTROL PLAN FOR SECTION 19, T.29S., R.28E., M.D.M. IN THE CITY OF B A K E R S F I E L D KERN C 0 U N TY CALIFORNIA JOB NC.: 01 �> l 7 ----- REV O6 Zo REVISED PER CITY COMMENTS X P&H SHEET fJ ;,: 4 __- SHEETSENDERSON(661) SCALE: AS SHOWN ---- DRAWN BY: JK ISSUE DATE: 051,,09/17 APPROVED:A ---- - - -- ------------------ - - ----- - -- ------------------------- STATE LICENSE__ 25224 REVISION: O.J /2('_1/17 LEGEND 05/09/17 PROPERTY BOUNDARY PROPERTY NOT A PART El TRUNCATED DOMES DEMO DEMO EXISTING IMPROVEMENTS — — — — — — DEMO BOUNDARY / LIMITS OF DISTURBANCE -- ------ -- •. ------ ------- EXISTING EDGE OF PAVEMENT — — *---EXISTING OVERHEAD POWER LINES POWER POLE ---- ---':>---------- EXISTING CHAIN LINK FENCE -- -----EXISTING BARBED WIRE FENCE E❑ EXISTING ELECTRICAL PANEL ❑S EXISTING PG&E SMART METER ® EXISTING SEWER MAN HOLE (TO REMAIN) �0 EXISTING FIRE HYDRANT "'A'` = EXISTING TREES TO BE REMOVED z ra:a EXISTING SPOT ELEVATION TC TOP OF CURB TW TOP OF WALL TB TOP OF AC BERM TG TOP OF GRATE FL FLOW LINE LIP LIP OF GUTTER FS FINISHED SURFACE FG FINISHED GRADE EP EDGE OF PAVEMENT BW BACK OF WALK FF FINISHED FLOOR FP FINISHED PAD HP HIGH POINT GB GRADE BREAK RC TOP OF RETAINING CURB BO BLOW OFF VALVE SP SERVICE POLE TP TELEPHONE POLE DW BACK OF DRIVEWAY CONTOUR INTERVAL = 1' PATRICK AND HENDERSON INC. PLOT INFORMATION: REVISON 1 06/20/17 XATRICK& 1965 AIRPORT DRIVE EENDERSON BAKERSFIELD, CALIFORNIA 93308 (661) 391-9854 CIVIL & GEOTECHNICAL FAX: (661) 391-9926 N C. ENGINEERING _ X406.91 �__--- a•0?. t s 406.90 — �— — — ,'g� OT— — xr-7.15 — X4&7.1? - - --�-------- --LOQ--- ---------- /_- O bR, 132nd STREET X405.15 — I — — — — — — — I — -- X405-58 Consulting Engineers Foundation & Structural Engineering Land Planning Land Surveying Soils Testing DATE: 05/09/17 -,_-_ DATE DATE REV DESCRIPTION Y 06 20 17 1 REVISED PER CITY COMMENTS _ _JK SCALE: AS SHOWN -- DRAWN BY: J K APPROVED: AH PREPARED FOR: GRAPHIC SCALE 10 2C 40 ( IN FEET ) 1 inch = 20 ft. KERN CRAWLEY CONSTRUCTION 5801 SUNNY HILLS COURT BAKERSI.IELD, CA 93306 PERMIT NO.: 17-40000032 1300 32nd STREET 015_17 CP 'S (17-00---7--) GRADING PIAN DESCRIPTION: DEMO PLAN OR SECTION 19, T.29S., R.28E., M.D.M. IN THE CITY OF BAKERSFIELD KERN COUN-Y, CALIFORNIA cp �.1' No. 025224 z Exp, 12-31-17 REV: 1 COPYRIGHT CC _20.17 BY PATRICK & HENDERSON, INC. JOB NO.: 015--17 P&H SHEET NO.: 4 ISSUE DATE: 05,109/17 _ STATE LICENSE. -_ 2522 REVISION: 06/20/1