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HomeMy WebLinkAbout1.7-6444 Ph 1The GRADING PLAN as shown on this drawing is hereby approved, subject to any indicated corrections or additions. ApF roval by the Public GRADING NOTES Works Department and Building Department indic<tes approval only as to design criteria used and conformance to City standards. Codes 1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN AND SHALL CONFORM WITH APPENDIX CHAPTER 33 OF CALIFORNIA BUILDING and Ordinances. Engineer for the subdivider or ceveloper shall be CODE AND STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL ENGINEERING INVESTIGATION PREPARED BY SOILS ENGINEERING INC., DATED responsible for accuracy of calculations for this plats and shall submit FEBRUARY 2018, AND SIGNED BY TONY M. FRANGIE SHALL BE MADE A PART HEREON. a certified "as -graded" plan after completion of the grading. 2. ALL DESIGN ELEVATIONS SHOWN ARE TO FINISH GRADE. APPROVED BY: 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING THE PAD AND PAVING AREAS TO WITHIN 0.05 FOOT OF SUBGRADE. IF SUCH AREAS SHOULD BE FOUND TO BE MORE THAN 0.095 FOOT FROM THE DESIGN SUBGRADE ELEVATION AFTER COMPLETION OF GR4DING, THE CONTRACTOR SHALL RETURN AND CORRECT HE GRADING AT NO COST TO THE OWNER. Pu ks a ei 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY OF BAKERSFIELD FOR WORK TO BE DONE IN THE CITY RIGHT-OF-WAY. Builds part ent 5. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL SOILS REPORT COVERING THE SITE PREPARATION AND GRADING SHALL BE SUBMITTED OT 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 ACCORDANCE WITH APPENDIX J CHAPTER 33 OF CALIFORNIA BUILDING LEGEND OF ABBREVIATIONS & SYMBOLS CODE. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH T.C. TOP OF CURB (100 �� EXIST. CONTOUR THE PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW 8. DUST CONTROL: IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS F.L. FLOWLINE ELEV. X100-_ PROP. CONTOUR A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS CONTRACT. CONTRACTOR SHALL OBTAIN A PERMIT FOR MITIGATION OF DUST T.G. TOP OF GRATE PROPERTY LINE FROM THE SAN JOAQUIN UNIFIED AIR POLLUTION CONTROL DISTRICT. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF SAID PERMIT. PREVENTATIVE MEASURES TO BE TAKEN BY THE CONTRACTOR SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: G.B. GRADE BREAKT DAYLIGHT LINE A. WATER SHALL BE APPLIED TO ALL UNPAVED AREAS AS REQUIRED TO PREVENT THE SURFACES FROM BECOMING DRY ENOUGH TO PERMIT DUST F.G. FINISH GRADE 2%_ SHEET FLOW RATE FORMATION. R.G. ROUGH GRADE - - GRADED SWALE B. PAVED SURFACES OVER WHICH VEHICULAR TRAFFIC IS PERMITTED TO TRAVEL SHALL BE KEPT FREE OF DIRT. F.S. FINISH SURFACE - ti CENTERLINE INVERT OF DRAIN SWALE HIGH POINT .� ZQ 9. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF ANY INV. - - WORK. CALL U.S.A. 0-800-277-2600) PRIOR TO ANY CONSTRUCTION OR EXCAVATION. P. PAD ELEVATION FLOWLINE 10. THE SOIL ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURING THE PREPARATION OF THE NATURAL GROUND AND THE PLACEMENT AND F.F. FINISH FLOOR ELEV. SUBDRAIN COMPACTION OF THE FILL TO BE SATISFIED THAT THE WORK IS BEING PERFORMED IN A ACCORDANCE WITH THE PLAN AND APPLICABLE CODE G.F.F. GARAGE FINISH FLOOR _ _ - - AREA DRAIN REQUIREMENTS. B.V.C. BEGIN VERTICAL CURVE TOP OF SLOPE 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 E.V.C. END VERTICAL CURVE SRI 2 TOE OF SLOPE CONSTRUCTION. P.I. POINT OF INTERSECTION RETAINING WALL 12. DURING GRADING, REASONABLE SEARCHING SHALL BE PERFORMED FOR CONCEALED SUBSURFACE OBSTRUCTIONS. ALL ABANDONED SUBSURFACE E.P. EDGE OF PAVEMENT FIRE HYDRANT 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. T.W. TOP OF WALL ELEV. a-- STREET LIGHT 13. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF T. F. TOP OF FOOTING ELEV. SOUND OR SCREEN WALL CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY THROUGHOUT THE PROJECT D.F. DEEPENED FOOTING 6 S DEEPENED FOOTING AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AN THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, 1N CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, WITH THE L. LENGTH ��� ��WATER METER EXCEPTION OF LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. DWY. DRIVEWAY CATCH BASIN & LOCAL DEPRESSION 14. THE STAKING AND MARKING OF THE PROJECT SHALL BE DONE ONLY ONCE BY THE OWNER AND ALL RE -STAKING OR REMARKING SHALL BE N.T.S. NOT TO SCALE ® A/C UNIT DONE AT THE EXPENSE OF THE CONTRACTOR. T.R.W. TOP OF RETAINING WALL � ,�� CONCRETE 15. ALL ONSITE OR OFFSITE OBSTRUCTIONS SHALL BE REMOVED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. ELEV. WOOD FENCE 16. ANY EXISTING IMPROVEMENT OR UTILITY REMOVED, DAMAGE OR UNDERCUT BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED -' SAND MEDIA AS DIRECTED BY THE ENGINEER AND APPROVED BY THE CITY OF BAKERSFIELD AT THE CONTRACTOR'S EXPENSE. 17. FALL 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 OR GRUBBED OF ALL VEGETATION, INCLUDING ROOTS LOOSE FILL, TRASH AND OTHER DELETERIOUS MATERIALS, ANY HOLES 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 HE SOILS ENGINEER'S APPROVAL. K. HOVNANIANIS FOUR SEASONS AT BAKERSFIF,.liLL-) SUMMIT PASS DRIVE BASIN IMPROVEMENT PLAN :..____=--- Mi---== 21. ALL FILL SLOPES SHALL NOT TOE OUT WITHIN 12 FEET HORIZONTALLY OF THE TOP OR EXISTING OR PLANNED CUT SLOPES. �- 22. THE CUT AND FILL QUANTITIES ARE CALCULATED USING A COMPACTION FACTOR OF 1.15. THE ENGINEER MAKES NO WARRANTY EITHER DIRECT OR 24 HOUR NOTICE PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE IMPLIED THAT THIS WILL BE THE ACTUAL COMPACTION FACTOR. IF A DEFICIENCY OR AN EXCESS OF SOIL ARISES, THE GRADING CONTRACTOR SHALL GIVEN AT LEAST 24 HOURS OF NOTICE THE SECTION MAY BE NOTIFIED AT (661) 326-3049. IMMEDIATELY CONTACT THE ENGINEER, WHO SHALL DETERMINE IF ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BETWEEN THE 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, COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER / SUBDIVIDER / CONTRACTOR. SOILS REPORT AND THE SITE TERRAIN, PREPARE HIS BID PRICE FOR THE PROJECT, BASED ON HIS OWN EARTHWORK CALCULATIONS. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 24. EXPORT MATERIAL SHALL BE DISPOSED OF AN APPROVED SITE COORDINATED WITH THE INSPECTOR AT THE TIME OF GRADING. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEE- BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 27. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROISION ONTO THE SIDEWALK EXIST. 8" PVC SEWED EXIST. 18' RCP (PROTECT IN PL (C.29 , o INV. 92 7... 25. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR 4 �!\ii��\i����\ - - \� ,� .��COMPACTED SURFACE BITUMINOUS OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL PAVEMENTS. 6 BID PRICE FOR THE PROJECT. REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. ` 3 REDUCER O3 ADAPTER N.D.S. No. 1221 APPROVED EQUAL DISTANCE OF FIVE FEET (5) BEYOND THE OUTSIDE EDGES OF THE FOUNDATIONS OF THE STRUCTURES. ® 26. THE CONTRACTOR SHALL COORDINATE WITH THE INSPECTOR AND THE ENGINEER THE LOCATION OF THE BORROW AREAS (IF REQUIRED) PRIOR TO UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-612-2444) LF j THE 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 FORM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 28. ANY TRENCHING TO BE DONE WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE CITY STANDARD DETAIL S-22. 29. SURFACE DRAINAGE SHALL BE 1% MINIMUM, EXCEPT AS WAIVED 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. C. INFORM THE ENGINEER OF ITEMS WHICH MIGHT EFFECT FOUNDATION STABILITY ARE ENCOUNTERED DURING EARTHWORK OPERATIONS SO THAT THEY T.G. ELEV MAY BE TREATED UNDER HIS DIRECTION (THESE MIGHT INCLUDE BURIED TRASH OR VEGETATION, PIPELINES, ABANDONED WALLS, OLD FILLS, ETC. (SEE PLAN) 31. FLOODING, JETTING OR SIMILAR CONSOLIDATION METHODS OF COMPACTION SHALL NOT BE PERMITTED. SPEED -D -TUFF GRATE TAPER LANDSCAPE TOPING MATERIAL 32. ANY ABANDONED WELLS ON THE PROPERTY DISCOVERED DURING GRADING SHALL BE ADEQUATELY CAPPED IN ACCORDANCE WITH ALL APPLICABLE (BA;?K, MULCH, ROCK, ....) N.D.S. 1212 (GREEN) CITY, COUNTY AND STATE ORDINANCES. AT DRAIN INLET AS SHOWN OR APPROVED EQUAL 33. A BERM OR DRAINAGE SWALE SHALL BE CONSTRUCTED ALONG THE TOP OF ALL CUT AND FILL SLOPES TO PREVENT RUNOFF FROM GOING OVER12" F.L. 19' MIN. 1�` F.L. THE SLOPE. THE FACE OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A GROUNDCOVER INDIGENOUS TO THE AREA. - -� INVEST1/1A N GROUND SURFACES TO RECEIVE CONCRETE DRIVEWAYS AND 34. UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICALENGINEERING PAVEMENTS SHOULD BE SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF TWELVE INCHES (12) BEYOND THE OUTSIDE EDGES OF 4 �!\ii��\i����\ - - \� ,� .��COMPACTED SURFACE BITUMINOUS UNIT PER PLAN PAVEMENTS. 6 GRATE HOUSING 35. ALL AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST BE COMPACTED TO NINETY PERCENT (905) DENSITY FOR A MINIMUM w Z ¢ REDUCER O3 ADAPTER N.D.S. No. 1221 APPROVED EQUAL DISTANCE OF FIVE FEET (5) BEYOND THE OUTSIDE EDGES OF THE FOUNDATIONS OF THE STRUCTURES. ® REMOVE INTERFERING PORTION OF EXISTING SEWER & STORM DRAIN PIPES PIPE RESER LF O 1 EA. o © 106 PLASTIC TEE ST THE DEPTH OF OVER EXCAVATION AND COMPACTION AND COMPACTION IN PAD AREAS SHALL BE ONE FOOT BELOW EXISTING GROUND ELEVATION. j 2 46 EA. L. F. ® RE -COMPACTION OF OVER -EXCAVATED MATERIAL SHALL BE AT LEAST NINETY PERCENT (90%) OF MAXIMUM DRY DENSITY. O9 0.5 ° MIN. S. F. 36, ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURAL FILL AND THE AREA SCARIFIED TO A 0 4 PVC SCH 40)_ DEPTH FO 6". INV. ELEV. PER PLAN INSTALL VINYL PEDESTRIAN ACCESS LATE (Y=3' OR AS APPROVED) INSTALL MIRAFI x`80 FILTER FABRIC 2 (SEE PLAN) 37 FILL AREAS SLOPING STEEPER THAN 5:1 SHALL BE KEYED AND BENCHED TO SUPPORT FILL. 410 S. F. 38. FILL MATERIAL SHALL BE PLACED 1N LAYERS NOT EXCEEDING 6' IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY NOTE. DO NOT GLUE GRATE OR RISER TO PIPE. APPROVED METHOD. (NEED TO BE ABLE TO REMOVE FOR MAINTENANCE PURPOSES.) 39, ANY FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED BY C.B.C. APPENDIX J CHAPTER 33 AN SO CERTIFIED BY TESTS AND REPORTS FROM SOILS ENGINEER. 1. ALL FITTING BY.- NATIONAL DIVERSIFIED SALES INC. (OR EQUAL). 2550 AZURITE CIRCLE 40. UNAUTHORIZED CHANGES OR USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED NEWBURY PARK, CA 91320 CHANGES TO, OR USES OF, THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED BY PINNACLE CIVIL ENGINEER, INC. 2. REFER TO FINISH GRADING. 41. PURSUANT TO SECTION 33178 OF THE CALIFORNIA BUILDING CODE, IF THE CIVIL ENGINEER, THE SOILS ENGINEER, OR THE ENGINEERING J. DO NOT GLUE GRATE OR RISER TO PIPE. GEOLOGIST OF RECORD IS CHANGED DURING GRADING, THE WORK SHALL BE STOPPED UN71L THE REPLACEMENT HAS AGREED IN WRITING TO ACCEPT (NEED TO BE ABLE TO REMOVE FOR kWNTENANCE PURPOSES.) THEIR RESPONSIBILITY WITHIN THEIR AREA OF TECHNICAL COMPETENCE FOR APPROVAL UPON COMPLETION OF THE WORK. IT SHALL BE THE DUTY OF 4. GLUE: I.P.S. WELD ON' / 773 SOLVENT (MEDIUM BODIED FAST SET THE PERMITTEE TO NOTIFY THE BUILDING OFFICIAL IN WRITING OF SUCH CHANGE PRIOR TO THE RECOMMENCEMENT OF SUCH GRADING. FOR ABS PIPE THRU 6' 42. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A 'NOTICE OF 5. WHEN MIN. DEPTH REQUIRED IS 7', USE ONE 90' ELL. INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ TRACT N1;0. 6444-1 0 10 20 40 60 80 ,3 --ALE: 1 " = 20' ESTIMATE OF QUANTITIES NO DESCRIPTION QUANT. UNIT O INSTALL 18" R.C.P. CONSTRUCT CONC. CGL:.A; PER L.A. CO. PW. STD. S-333-0 INSTALL HEADWALL PER CA -TRANS S7D. D89 6 LF O2 1 EA. O3 1 EA. ® REMOVE INTERFERING PORTION OF EXISTING SEWER & STORM DRAIN PIPES 204 LF O 1 EA. INSTALL PLUG REMOVE EXISTING' 6" CURB & GUTTER © 106 L. F. O7 INSTALL 12" NDS 1200 INLET PER E ETAIL SHOWN HEREON 2 46 EA. L. F. ® INSTALL 4" PVC SDR 35 (OR APPRO✓ED EQUAL) O9 SAWCJT AND REIdOVE FXISTING AC FAVEMENT AND BASE INSTALL 6' HIGH VINYL FENCE 3,990 S. F. 10 257 L. F. 11 INSTALL VINYL PEDESTRIAN ACCESS LATE (Y=3' OR AS APPROVED) INSTALL MIRAFI x`80 FILTER FABRIC 2 EA. 12 410 S. F. 13 INSTAL SAND (ASTM C33) 6 CYS EALRTH QUANTITY ESTIMATES: CUT 790 C. Y. FILL: - C. Y. EXPORT 790 C. Y. R/W 1_ 24' 21' 5' MEANDERING SIDEWALK 29 5' MEANDERING SIDEWAL ,KJ 'PROTECT IN PLACE) 6" CURB & GUTER- (PROTECT IN PLACE) Q�pFES SiO���,` Q144 0 D q civ p _1 NO r�r-r.c2 N m ORDER NO. 92-08-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY 1 Z" SQUARE INLET DETAIL vv � CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. ,� M011113 N. T. S. 43. ANY 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 A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. Al "RECORD DRAWINGS" NO. REVISION REMOVE EXISTING A/C PAVEWNT 44 2 2 1 rn 1� * OR SOILS ENGINEER'S RECOMMENDATION INSTALL MIRAFI 180 N SAND (ASTM C33) SECTION A -A NOT TO SCALE I q e R/!V 2' 3' IDE 11AL ~i L �o -5' SiDEKi1LK (PROTECT IN PLACE; MAF DATE I DEN`T1 FI E:;R DATE OF LATEST CH41GE TO THIS NPP 11/28/18 BY; JK DATE OF TH'S PLO`_ Q' �s� C I V\ TF0_ nl,\SCO - s - GRADING PERMIT No. 18-40000044 CITY RECORD NO. IRRECTED APPROVED PREPARED BY OfE5S1 CITY OF BAKERSFIELD CALIFORNIA °A� SIEET N0. Zr BY BY BASIS OF BEARINGS [AN ENCIAARK sae X00 �'�< , Q� HUNSAKER & ASSOCIATES P THE BASIS OF BEARINGS FOR THIS MAP IS THE t�ZE CAP IN 9" CONCRETE e R v I. N E I N C BASIN IMPROVEMENT PI��N DRAWN: CENTERLINE OF PALADINO DRIVE DR VE BEING 14.5' N.W. OF STREET SIGN PLANNING ENGINEERING SURVEYING Z I N89°24'09'W AS SHOWY ON PARCEL MAP N0. 11013, 51.50' FROM CENTERLINE OF Tyree ughes •imine, CA 92618 • PH:(949158C7010 FX: (949)583-07i9 W NO. 50392 TRACT N0. 6444-1 GF n FILED IN BOOK 53, PAGE 130 OF PARCEL MAPS, N HWAY 178 AND LENE PLACE. tr Exp. 6/.30/19 CHECKEDI 00 THE OFFICE OF THE KERN COUNTY RECORD.R, G.S. Y-292, ELEV. 540.247 UNDER TH IR T SUPERVISION OF CALIFORNIA. �� ,P SUMMIT PASS DRIVE SCALE: - - -- �, SWEETS /.2-(�' a'�� 9� CIV V 11 �e� PROVED DATE GERA 0 D. EZ % R.C.E. 50392 DATE FOFrr�i,-1f0 O; �i F: 0679 ENG NEER NG\TR_644 - GRD_PREC SE PHASE. 1 SHT01 .DWG 1:28 2018