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HomeMy WebLinkAbout1.7-7317 Phase 1OWNER: SUMMIT CAPITAL VENTURES INC., NAME 8701 SWIGERT COURT ADDRESS BAKERSFIELD, CA. 93311 CITY, STATE, ZIP (661) 589-0717 PHONE # GEOTECHNICAL ENGINEER: SOILS ENGINEERING, INC. COMPANY NAME TONY M. FRANGIE, P.E. NO. 39549 ENGINEER'S NAME & LICENSE # 4400 YEAGER ADDRESS BAKERSFIELD, CA. 93313 CITY, STATE, ZIP (661) 831-5100 PHONE # GRADING CONTRACTOR: COMPANY NAME CONTRACTORS NAME ADDRESS CITY, STATE, ZIP PHONE # BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF PADDINGTON STREET AND STOCKDALE RANCH DRIVE. ELEVATION = 350.57 (CITY DATUM) PER TRACT 7240-2 BENCHMARK SET: SET NAIL ON TOP OF CURB AT EAST SIDE OF THE SOUTHEAST CURB RETURN AT THE INTERSECTION OF STOCKDALE HIGHWAY AND STOCKDALE RANCH DRIVE. ELEVATION = 356.49 (CITY DATUM) BASIS OF BEARINGS: THE BEARING OF NORTH 89'27'57" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 3, T. 30 S., R. 26 E., M.D.B.& M. (ALSO BEING THE CENTERLINE OF STOCKDALE HIGHWAY) PER PARCEL MAP 12062-1 FILED IN BOOK 60 OF PARCEL MAPS AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER'S OFFICE WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP. LEGAL DESCRIPTION: PARCEL 3 OF PARCEL MAP 12232 AS PER MAP RECORDED OCTOBER 3, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGE 192 IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING A DIVISION OF A PORTION OF THE WEST HALF OF SECTION 3, TOWNSHIP 30 SOUTH, RANGE 26 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. VICINITY MAP NO SCALE (PHASE 7317 it] AK RSFIELD) CALIFORNIA BIOLOGICAL CLEARANCE SURVEY NOTE ALL CONSTRUCTION ACTIVITY, INCLUDING STAGING, SHALL BE WITHIN THE LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL OBTAIN A COPY OF THE BIOLOGICAL CLEARANCE SURVEY FOR THIS PROJECT. CONTRACTOR SHALL BE SOLELY LIABLE AND RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS OF THE BIOLOGICAL CLEARANCE SURVEY. NO STAGING, GRADING, OR OTHER DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS SHOWN ON THIS PLAN. MBHCP PLAN NOTE I CERTIFY UNDER PENALTY OF LAW, BASED ON INFORMATION AND BELIEF FORMED AFTER REASONABLE INQUIRY, THAT THE SUBMITTED DOCUMENTS ACCURATELY DEPICT THE PROPOSED URBAN DEVELOPMENT AREA AND THAT THE STATEMENTS AND INFORMATION CONTAINED HEREIN ARE TRUE, ACCURATE AND COMPLETE. TOTAL DISTURBED AREA (FOR PERMIT PURPOSES) 34.44 LU 0 ACRES PREVIOUSLY PAID HCP -DISTURBED AREA*** 0 GROSS ACRE13 HCP- DISTURBED � w cn Z = 0 f- Q 32.70 Q z Q �w ACRES L5 S06'l5'53"W 109.10' N STOCKDALE HIGHWAY aO S00'35'45"W I L8 N89'24'15"W 939.54' L9 S00'59'33"W TRACT a L10 S89'00'41"E 2078.68' 7240 N00'35'45"E I L12 S79'20'45"W 212.10' W Lu �P N CCO O O `V NORTH HALF OF --- r SECTION 4 NORTH HALF OF T.30S., R.26E. SECTION 3 T.30S., R.26E. PROJECT SITE N_ KERN COUNTY WATER AGENCY VICINITY MAP NO SCALE (PHASE 7317 it] AK RSFIELD) CALIFORNIA BIOLOGICAL CLEARANCE SURVEY NOTE ALL CONSTRUCTION ACTIVITY, INCLUDING STAGING, SHALL BE WITHIN THE LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL OBTAIN A COPY OF THE BIOLOGICAL CLEARANCE SURVEY FOR THIS PROJECT. CONTRACTOR SHALL BE SOLELY LIABLE AND RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS OF THE BIOLOGICAL CLEARANCE SURVEY. NO STAGING, GRADING, OR OTHER DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS SHOWN ON THIS PLAN. MBHCP PLAN NOTE I CERTIFY UNDER PENALTY OF LAW, BASED ON INFORMATION AND BELIEF FORMED AFTER REASONABLE INQUIRY, THAT THE SUBMITTED DOCUMENTS ACCURATELY DEPICT THE PROPOSED URBAN DEVELOPMENT AREA AND THAT THE STATEMENTS AND INFORMATION CONTAINED HEREIN ARE TRUE, ACCURATE AND COMPLETE. TOTAL DISTURBED AREA (FOR PERMIT PURPOSES) 34.44 GROSS ACRES PREVIOUSLY PAID HCP -DISTURBED AREA*** -1.74 GROSS ACRE13 HCP- DISTURBED AREA (DUE PER THESE PLANS) 32.70 GROSS ACRES *** = HCP -DISTURBED AREA FEES WERE PAID AS PART OF THE "TRACT 7317 - STOCKDALE RANCH DRIVE CONSTRUCTION PHASE A PLANS" PREPARED BY PORTER & ASSOCIATES, INC. APPROVED 12-08-17. FRED W. PORTER, R.C.E 33448 DATE GRADING LIMITS - HCP AREA BIO CLEARANCE SURVEY GRADING LINE TABLE LINE BEARING LENGTH L1 S05'10'33"W 87.00' L2 N07'19'40"E 21.12' L3 S06'15'53"W 49.15' L4 S09'3V24"W 70.00' L5 S06'l5'53"W 109.10' L6 N8924'1 5"W 223.27' L7 S00'35'45"W 138.09' L8 N89'24'15"W 939.54' L9 S00'59'33"W 446.16' L10 S89'00'41"E 2078.68' LII N00'35'45"E 1025.54' L12 S79'20'45"W 212.10' GRADING CURVE TABLE PURPOSES ONLY, AND SHALL CURVE RADIUS LENGTH DELTA TANGENT C1 2078.00' 574.12' 1549'48' 288.90' C2 1560.00' 70.18' 2'34'40" 35.10' C3 2165.00' 81.32' 2'0907" 40.66' C4 2263.00' 68.70' 1'44'21" 34.35' C5 2145.00' 20.23' 032'25" 10.12' C6 2193.00' 1 64.71' 1'41'27" 32.36' GRADING QUANTITIES THE QUANTITIES SHOWN BELOW ARE FOR GRADING PERMIT PURPOSES ONLY, AND SHALL NOT BE USED FOR BIDDING PURPOSES. THE CONTRACTOR SHALL MAKE HIS/HER OWN ESTIMATE OF QUANTITIES FOR BIDDING THIS PROJECT. ALL QUANTITIES WERE CALCULATED BY AVERAGE END AREA METHOD AND ARE BASED ON A 0.10 FT LOSS DUE TO CLEARING AND GRUBBING OF THE SITE. THE ENGINEER MAKES NO WARRANTY AS TO THE ANTICIPATED SHRINKAGE FACTOR. CUT 36,000 CY f OVER -EXCAVATION 51,480 CY t FILL* (INCLUDES OVER -EX.) 68,855 CY f EXPORT** 18,625 CY f COMPACTION FACTOR 130% ON-SITE DISTURBED AREA 20.00 GROSS ACRES OFF-SITE DISTURBED AREA 14.44 GROSS ACRES TOTAL NUMBER OF LOTS 49 BUILDABLE *FILL QUANTITIES ARE "COMPAC-ED IN-PLACE" VOLUMES, **TO BE PLACED AND COMPACTED IN "OFF-SITE" AREA The G.�AC) ^, , F q. sC-1�c'.',a ; ,n , on'It C•,r lrn is hereb , "PProved, G , t y ie F'.rblic Work:..r,�,. as ,gr, vai only ar, . to- ,'i-ol be 41( a cer,itiea "tl,- ,.; , uW)mft APAROb ED 6Y J AZZLTPA NOTE: IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-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 (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C38190 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. N_ 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 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. N_ THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 27.. NOTE: BLOCK WALLS SHALL BE DONE UNDER A SEPARATE PERMIT, NOT PART OF THESE PLANS. SHEET No. INDEX O TITLE SHEET 20 GENERAL NOTES SOILS REPORT TEMPORARY DRAINAGE BASINS O GRADING PLAN NORTH HALF ® GRADING PLAN SOUTH HALF OO GRADING PLAN OFF-SITE AREA UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1-800.227-2600 AT LEAST TWO DAYS BEFORE YOU DIG r N. FUTURE PH ASE 5 FUTURE 1 ' � i .I ASE 2. r-1- SSO\I TRACT 7�(3-17-=1 CkD GR DI NG LIMITS �II I, \ '\ \ L 1� FUTURE `PHASE 6, /i, // �� l / /�= RANCH = _ U _W V- LL LL a a W 0 w C j z0aZ woLua wwGOw coZLL - w m 2 z�_¢ p 0 F- o F- � a a�zUFZfrWO0 crcom: ZOwmc�nF zwwrro-O =00-' W F- -i U) wx0==w(av¢a� Z� W co Q O LLQ H cl< zzF-0w� �a00�w�cnco ozLJ z ar'-'¢-F-F- Ud'z ZQ W Oto Lu u 0 QC6 cn m U wW}'0003=gym a=Z00) LLI n0 gQ LL n-XaZZcog00w ma§¢�wWzo a�Zo99coJ0->> Q 0 f r O Z U~ znw..U¢w�--w a owZ�y=OwU<a Qw0z-00Zzo 3=0wt".�EU¢0 W LLZZm�F-ZUNU w W w U w p O w LL au>>avwv��o �oLL w ��owUoa�i=- <aF cnS� I=- -<j 0> J�0 z o S 0_ W= a w a aZl?()ww=wUm w¢aU-!Y'., of= a �WOWZJ?pam wwJ w vOwz X 2'=0 coWZ F_ I- aF-Ld LLJ U�2'a � Ld z oo win z �WZN 0-1 QH-V z W omow0l--N�>- W �Lj LjW(n UI- (_ >-QZO.>_Ld UlwW Q Z U w m W W Z a¢frw0 Li O v Q O O Q W Ixz z w o w U 2 L1J aY NOcn- w>_o�w0zWM �g�d- z0 wwp�> SON V?O�-l�OULd Vm /� z O w V/ � W W_M (! ! 0F_inZ00JOQUJ z wo >- >zEn W �z>'Q�=FrQm W QQ0QQo�o' w �zcn zoL-L-0O0Qa w a U OW W� Jzcl1U� Noa(5QNwww S00Li iEMo�0W IC5 \ mss= C HCP LIMITS (PER / L I-� ' 4- / / STOCKDALE RANCH: 6 / 7 8 9 ' / DRIVE PLANS) _ _ o 0 z O M Cc co W Z .Eo O W m co 'p CO 0 °' r0 v 06 C9 N L- Z Y cu w m N _Z a o U) ~ W Lu M N CCO O O `V CL r Ili a. u `y� a z J m Luw Lu W IL ' LL W LL 2 a N 4 M _ Q W 3 > U ti moo- ��d U o %y i FUTURE / / / / ---ALTON. _URT �- - 10 I Q I - - - i j I - - T VJ PHASE 3� j l l 1 � o - - _ - _> \ I I it HCP UMITS (PER THESE PLANS)- / 1 " 19 18 '� 14' t3 1t z - - li i - - U N � / 17 16 15 w2 �N i i iI 1-1 _N TRACT 7317-1 \ �7' / /- L6 -v W w w Q o-� rl o CD / // ✓ \ \ /' �_\`�I� W 2 =Jz } 25 26 8 <~�N�I t w HCR -DISTURBED AREA�w o 20 21 22 2J/24 - Ld 16M L8 LLI <QJLLj WATERFORC - - 4 - -r - 29 CO I-�_ - n r-- - z / FL TURE 49 \� I 4s '8 x U�HASE 6 (3)/ 30 Li e�37 L rn �338 (3) a.(3)/11' 48 _N- OM 46 4 37 6/ ' 34 IF i 48 / (6) 3 5 a_N z5 LUTUR)4s STAGING 36 322PHASE 3 /3 45 1 4,Z m � /r`� AREA ",(3)\ I (3) (3),22 (3) (3) '39 40 41 ) 50 (5) j 44 42 35 7 21 42 I aDATE 1212-1/21-,)17 43 PA JOB No, 31:12 L10.,� � SHEET HCP LIMITS (PER THESE PLANS) '�"�ammmolpV J 0 KEY MAP E SCALE: 1'=200' / - X31 0 A.P.N.= A PORTION OF 534-010-79 COB RECORDS No. OF 5 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF, 2 ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BEIN ACCORDANCE A WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. 4. 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. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN LAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE 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. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS 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. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. GRADING NOTES 1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN, APPENDIX J OF CALIFORNIA BUILDING CODE AS MODIFIED BY CITY OF BAKERSFIELD ORDINANCE, AND THE GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC. JOB No. 17-16385, DATED DECEMBER 15, 2017, AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH. 2. ALL DESIGN ELEVATIONS SHOWN ARE TO FINISHED GRADE, UNLESS OTHERWISE NOTED. 3. THE GEOTECHNICAL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED AT LEAST 2 DAYS BEFORE THE START OF ANY WORK AND PRIOR TO PLACING ANY FILL MATERIAL. 4. ALL GRADING WORK SHALL BE SUPERVISED AS "ENGINEERED GRADING" IN ACCORDANCE WITH THE BUILDING CODE. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODES WITHIN HIS PURVIEW. 5. ANY TRENCHING TO BE DONE WITHIN THE PROJECT SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 6. SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER. THE GEOTECHNICAL 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 CODES. 7. PURSUANT TO SECTION J104.6 OF THE CALIFORNIA BUILDING CODE AS MODIFIED BY CITY OF BAKERSFIELD ORDINANCE, SECTION J104.6 PARAGRAPH 12, IF THE CIVIL ENGINEER, THE GEOTECHNICAL ENGINEER, OR THE STOPPED UNTIL THE ENGINEERING GEOLOGIST OF RECORD IS CHANGED DURING GRADING, THE WORK SHALL BE ST 0 REPLACEMENT HAS AGREED IN WRITING TO ACCEPT THEIR AREA OF TECHNICAL COMPETENCE FOR APPROVAL UPON COMPLETION OF THE WORK. IT SHALL BE THE DUTY OF THE PERMITTEE TO NOTIFY THE BUILDING OFFICIAL IN WRITING WITHIN 48 HOURS OF SUCH CHANGE AND PRIOR TO THE RECOMMENCEMENT OF GRADING. 8. THE CONTRACTOR SHALL 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 IN TO T IMP OF T N P 1 0 EMISSIONS ACCORDING SHALL BE TAKEN BY THE CONTRACTOR TO MITIGATE HE ACT DUST AND M THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT REGULATION VIII (8). IN ADDITION TO ANY DUST CONTROL PLAN, THESE MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. PRE -ACTIVITY: A. PRE -WATER SITE SUFFICIENT TO LIMIT VISIBLE DUST EMISSIONS (VDE) TO 20% OPACITY. B. PHASE WORK TO REDUCE THE AMOUNT OF DISTURBED SURFACE AREA AT ANY ONE TIME. B. DURING ACTIVE OPERATIONS: A. APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO LIMIT VDE TO 20% OPACITY B. LIMIT ACTIVITY TO PERIODS OF LOW OR NO WIND, OR CONSTRUCT AND MAINTAIN WIND BARRIERS SUFFICIENT TO LIMIT VDE TO 20% OPACITY. C. APPLY WATER OR OTHER APPROVED SUBSTANCE TO UNPAVED HAUL/ACCESS ROADS AND UNPAVED VEHICLE/EQUIPMENT TRAFFIC AREAS SUFFICIENT TO LIMIT VDE TO 20% OPACITY AND MEET THE CONDITIONS OF A STABILIZED UNPAVED ROAD SURFACE. C. TEMPORARY STABILIZATION DURING PERIODS OF INACTIVITY: A. RESTRICT VEHICULAR ACCESS TO THE AREA. B. APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO COMPLY WITH THE CONDITIONS 0F A STABILIZED SURFACE. IF ANY AREA HAVING 0.5 ACRES OR MORE OF DISTURBED SURFACE AREA REMAINS UNUSED FOR SEVEN OR MORE DAYS, THE AREA MUST COMPLY WITH THE CONDITIONS FOR A STABILIZED SURFACE AREA AS DEFINED IN RULE 8011. D. CARRYOUT AND TRACKOUT ON PUBLIC ROADS: A. ALL VISIBLE CARRYOUT AND TRACKOUT WITHIN 50 FEET OF THE SITE SHALL BE REMOVED AT THE END OF EACH WORKDAY. TRACKOUT BEYOND 50 FEET OF THE SITE SHALL BE REMOVED IMMEDIATELY. B. CLEANUP SHALL BE ACCOMPLISHED BY MANUAL SWEEPING OR APPROVED EQUIPMENT AND METHOD AS SPECIFIED BY THE SJVUAPCD. C. THE USE OF BLOWER DEVICES OR DRY ROTARY BRUSHES OR BROOMS, FOR REMOVAL OF CARRYOUT AND TRACKOUT ON PUBLIC ROADS IS EXPRESSLY PROHIBITED. D. ANY PERMITS REQUIRED FOR MUD AND DIRT CLEANUP SHALL BE OBTAINED BY THE CONTRACTOR. 9. IF DURING GRADING OR CONSTRUCTION, ANY PLUGGED, ABANDONED OR UNRECORDED WELLS ARE UNCOVERED OR DAMAGED, THE DEPARTMENT OF CONSERVATION/ DIVISION OF OIL GAS AND GEOTHERMAL RESOURCES SHALL BE CONTACTED TO INSPECT AND APPROVE ANY REMEDIATION. 10. IF DURING CONSTRUCTION ACTIVITIES OR GROUND DISTURBANCE, CULTURAL RESOURCES ARE UNCOVERED, THE CONTRACTOR SHALL STOP WORK AND RETAIN A QUALIFIED ARCHEOLOGIST FOR FURTHER STUDY. THE CONTRACTOR SHALL NOTIFY THE PROPER AUTHORITIES AND BE SUBJECT TO ANY MITIGATION MEASURES REQUIRED BY THE ARCHAEOLOGIST. 11. 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 PROPERLY CAPPED AT THE PROJECT BOUNDARY. 12. ALL ONSITE OR OFFSITE OBSTRUCTIONS SHALL BE REMOVED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 13. THE SITE SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION, INCLUDING ROOTS, LOOSE FILL, TRASH AND OTHER DELETERIOUS MATERIALS ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL INVESTIGATION. 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 GEOTECHNICAL ENGINEER. 14. GROUND SURFACES TO RECEIVE CONCRETE DRIVEWAYS AND BITUMINOUS PAVEMENTS SHOULD BE SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF 12 INCHES BELOW THE EXISTING GROUND SURFACE IN AREAS TO BE FILLED, UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL INVESTIGATION OR DIRECTED BY THE GEOTECHNICAL ENGINEER. COMPACTION IN PROPOSED PAVEMENT AREAS SHOULD BE TO A MINIMUM OF 95% OF THE MAXIMUM DENSITY AS OBTAINED BY ASTM TEST METHOD D1557-78, AND SHOULD EXTEND TO A MINIMUM DISTANCE OF 2 FEET BEYOND THE OUTSIDE EDGES OF PAVEMENTS. SURFACES TO RECEIVE CURBS, GUTTERS AND SIDEWALKS SHALL BE SCARIFIED AND COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DENSITY TO A MIMIMUM DEPTH OF 6 INCHES BELOW GROUND SURFACE. 15. PAD AREAS SHALL BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL, SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF 12 INCHES BELOW THE EXISTING GROUND SURFACE IN AREAS TO BE FILLED OR 12 INCHES BELOW FINISH PAD IN CUT AREAS, UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL INVESTIGATION OR DIRECTED BY THE GEOTECHNICAL ENGINEER. COMPACTION IN PROPOSED AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST BE COMPACTED TO 90% DENSITY FOR A MINIMUM DISTANCE OF 5 FEET BEYOND THE OUTSIDE EDGES OF THE FOUNDATIONS OF THE STRUCTURES. GRADING NOTES CONTINUED THE DEPTH OF OVEREXCAVATION AND COMPACTION IN PAD AREAS SHALL CONFORM TO THE RECOMMENDATION OF THE GEOTECHNICAL ENGINEERING INVESTIGATION. RE -COMPACTION OF OVER -EXCAVATED MATERIAL SHALL BE TO AT LEAST 90% OF MAXIMUM DRY DENSITY. 16. FLOODING, JETTING, OR SIMILAR CONSOLIDATION METHODS OF COMPACTION SHALL NOT BE PERMITTED. 17. THE GRADING CONTRACTOR SHALL GRADE THE PAVING AREAS TO WITHIN 0.1 FOOT OF SUBGRADE. IF SUCH AREAS SHOULD BE FOUND TO BE MORE THAN 0.1 FOOT FROM THE DESIGN SUBGRADE ELEVATION AFTER COMPLETION OF GRADING, THE GRADING CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 18.RFA IN SU CE DRAINAGE SHALL BE 1% MINIMUM EXCEPT A C S WAIVED BY THE BUILDING OFFICIAL. 19. ALL CUT AND FILL SLOPES SHALL BE 2:1 (2 HORIZONTAL TO 1 VERTICAL) OR FLATTER, UNLESS OTHERWISE NOTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. 20. FILL AREAS SLOPING STEEPER THAN 5:1 SHALL BE KEYED AND BENCHED TO SUPPORT FILL. 21. FILL SLOPES SHALL NOT TOE OUT WITHIN 12 FEET HORIZONTALLY OF THE TOP OF EXISTING OR PLANNED CUT SLOPES. 22. ALL SLOPES IN EXCESS OF 3 FEET IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. 23. FOR HILL -SIDE DEVELOPMENT, A BERM OR DRAINAGE SWALE SHALL BE CONSTRUCTED ALONG THE TOP OF ALL CUT AND FILL HILL -SIDE SLOPES TO PREVENT RUNOFF FROM GOING OVER THE SLOPE. 24. FILL MATERIAL SHALL BE SUBJECT TO THE GEOTECHNICAL ENGINEERS APPROVAL. 25. ENGINEERED FILL MATERIALS SHOULD BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. IF NO RECOMMENDATION EXISTS, FILL SHALL BE PLACED IN THIN LAYERS LESS THAN 6 INCHES IN UNCOMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT (OR A MOISTURE CONTENT COMMENSURATE NTH EFFECTIVE COMPACTING AND SOIL STABILITY). ENGINEERED FILL MATERIALS LS SHOULD BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD THE CURRENT CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS AND REPORTS FROM THE GEOTECHNICAL ENGINEER. 26. ANY CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMIT PURPOSES ONLY. THE ENGINEER MAKES NO WARRANTY EITHER DIRECT OR IMPLIED THAT THIS WILL BE THE ACTUAL COMPACTION FACTOR. THE CONTRACTOR SHALL, AFTER EXAMINING THE PLAN, GEOTECHNICAL INVESTIGATION AND THE SITE TERRAIN, PREPARE HIS BID PRICE FOR THE PROJECT, BASED ON HIS OWN EARTHWORK CALCULATIONS. IF A DEFICIENCY OR AN EXCESS OF SOIL ARISES DURING GRADING, THE GRADING CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER, WHO SHALL DETERMINE IF ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BETWEEN CUT AND FILL. 27. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF THE BORROW SITE WITH THE BUILDING OFFICIAL AND THE SOILS ENGINEER PRIOR TO PULLING THE GRADING PERMIT. 28. EXPORT MATERIAL SHALL BE DISPOSED OF AT AN APPROVED SITE THAT IS COORDINATED WITH THE BUILDING OFFICIAL PRIOR TO PULLING THE GRADING PERMIT. 29, IT IS THE RESPONSIBILITY OF THE DEVELOPER AND THE 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 OF ITEMS ENCOUNTERED DURING EARTHWORK OPERATIONS WHICH MIGHT EFFECT FOUNDATION STABILITY, SO THAT THE ITEMS MAY BE TREATED UNDER THE ENGINEER'S DIRECTION. (THESE ITEMS MIGHT INCLUDE BURIED TRASH OR VEGETATION, PIPELINES, ABANDONED WELLS, OLD FILLS, ETC.) 30 UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL GEOTECHNICAL INVESTIGATION COVERING THE SITE PREPARATION AND GRADING SHALL BE SUBMITTED TO THE ENGINEER AND BUILDING DEPARTMENT BY THE GEOTECHNICAL ENGINEER. AFTER COMPLETIONF THE GRADING, TH 0 E G E CONTRACTOR SHALL SUBMIT TO THE ENGINEER, ON A FORM PRESCRIBED BY THE ENGINEER, A STATEMENT THAT THE GRADING HAS BEEN COMPLETED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS FOR THE PROJECT, INCLUDING ALL RECOMMENDATIONS AND REQUIREMENTS OF THE GEOTECHNICAL INVESTIGATION FOR THE PROJECT, IF ANY. 31. SITE INSPECTIONS: THE BUILDING OFFICIAL SHALL INSPECT THE PROJECT AT THE FOLLOWING STAGES OF WORK: A. INITIAL - WHEN THE SITE HAS BEEN CLEARED OF VEGETATION AND UNAPPROVED FILL AND IT HAS BEEN SCARIFIED OR OTHERWISE PREPARED FOR FILL. NO FILL SHALL HAVE BEEN PLACED PRIOR TO THIS INSPECTION. B. ROUGH - WHEN APPROXIMATE FINAL ELEVATIONS HAVE BEEN ESTABLISHED; DRATNAGE TERRACES, SWALES AND OTHER DRAINAGE DEVICES NECESSARY FOR THE PROTECTION OF THE BUILDING SITE FROM FLOODING ARE INSTALLED; BERMS ARE INSTALLED AT TOPS OF SLOPES; AND THE STATEMENTS REQUIRED FROM THE CIVIL ENGINEER, GEOTECHNICAL ENGINEER, ENGINEERING GEOLOGIST (IF ANY) AND GRADING CONTRACTOR HAVE BEEN RECEIVED. C. FINAL - WHEN GRADING IS COMPLETED; ALL DRAINAGE DEVICES NECESSARY TO DRAIN THE BUILDING PAD HAVE BEEN INSTALLED, SLOPE PLANTING ESTABLISHED, IRRIGATION SYSTEMS INSTALLED AND THE AS -GRADED PLANS AND REQUIRED STATEMENTS HAVE BEEN SUBMITTED. 32 SECURITY IN A FORM ACCEPTABLE TO THE CITY SHALL BE PROVIDED BY THE OWNER FOR GRADING INVOLVING MORE THAN 1,000 CUBIC YARDS PRIOR TO ISSUANCE OF A GRADING PERMIT. ACCEPTABLE FORMS OF SECURITY INCLUDE A BOND FURNISHED BY A CORPORATE SURETY AUTHORIZED TO DO BUSINESS IN THE STATE OF CALIFORNIA, A CASH BOND, OR AN INSTRUMENT OF CREDIT FROM A FINANCIAL INSTITUTION SUBJECT TO REGULATION BY THE STATE OF CALIFORNIA OR FEDERAL GOVERNMENT. THE BUILDING OFFICIAL MAY WAIVE THE REQUIREMENT FOR SECURITY IF THE GRADING DOES NOT EXCEED A SLOPE OF THREE HORIZONTAL TO ONE VERTICAL PROVIDED SUCH GRADING WILL NOT AFFECT DRAINAGE FROM OR TO ADJACENT PROPERTIES. MAXIMUM P 33 M SLO E RATIO FROM BACK OF SIDEWALK F SHALL BE 4:1 D LK TO FACE 0 WALL OR STRUCTURE L EXCEPT FOR TWO FEET BEHIND I %. ALTERNATIVELY, 0 D S DEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2 THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 34. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 35. 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. 36, IF ANY OIL STAINED MATERIAL OR SUSPECTED DRILLING SUMPS ARE UNCOVERED DURING FUTURE GRADING ACTIVITIES THEY SHOULD BE ASSESSED AND PROPERLY MITIGATED, IF WARRANTED. i. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN, APPENDIX J OF CALIFORNIA BUILDING CODE AS MODIFIED BY CITY OF BAKERSFIELD ORDINANCE, AND THE GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC. JOB No. 17-16385, DATED DECEMBER 15, 2017, AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH. SOILS REPORT GRADING RECOMMENDATIONS THE FOLLOWING IS AN EXCERPT FROM THE SOILS REPORT PREPARED BY PREPARED BY SOILS ENGINEERING, INC. JOB NO. 17-16385, DATED DECEMBER 15, 2017. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF THE SOILS REPORT I. EARTHWORK 'EARTHWORK SPECIFICATIONS,"IN APPENDIX A ARE PROVIDED FOR GENERAL GUIDANCE IN PREPARING SITE GRADING PLANS. IN ADDITION, THE FOLLOWING SPECIFIC RECOMMENDATIONS ARE PROVIDED AND SUPERSEDE THE EARTHWORK SPECIFICATIONS IN APPENDIX A WHEREVER DISCREPANCIES MAY EXIST. A. COMPACTION UNLESS OTHERWISE SPECIFIED HEREIN, SOIL AND OTHER SIMILAR MATERIALS PLACED ON THIS SITE SHALL BE COMPACTED TO NOT LESS THAN 90 PERCENT OF THE LABORATORY MAXIMUM DENSITY FOR EACH MATERIAL AS DETERMINED IN ACCORDANCE WITH ASTM TEST METHOD D1557. B. OPTIMUM MOISTURE SOILS AND SIMILAR MATERIALS SHOULD BE COMPACTED AT OR NEAR THE 'OPTIMUM MOISTURE' FOR EACH MATERIAL, AS DETERMINED IN ACCORDANCE WITH ASTM TEST METHOD D1557. POTENTIALLY EXPANSIVE MATERIALS SHOULD BE COMPACTED AT A MOISTURE CONTENT WHICH IS ONE TO THREE PERCENT HIGHER THAN THE LABORATORY DETERMINED 'OPTIMUM MOISTURE". C. STRIPPING PRIOR TO SITE GRADING, EXISTING GROUND SURFACES SHOULD BE STRIPPED OF SURFACE VEGETATION AND HIGH-VOLUME ROOT MASSES. A STRIPPING DEPTH OF ONE TO THREE INCHES IS GENERALLY ADEQUATE. STRIPPED MATERIAL SHALL NOT BE USED AS ENGINEERED FILL OR BLENDED WITH OR INCORPORATED INTO ANY MATERIALS WHICH WILL UNDERLIE ANY STRUCTURES OR OTHER IMPROVEMENTS ON THE PROJECT. REMOVAL OF TREES OR OTHER LARGE PLANTS SHALL INCLUDE ALL ROOTS LARGER THAN %" DIAMETER. IF NECESSARY, ROOT REMNANTS ARE TO BE REMOVED BY HAND-PICKING. REMOVE EXISTING STRUCTURES AND IMPROVEMENTS, INCLUDING WITHIN THE LIMITS OF GRADING OR AS DEPICTED IN THE PROJECT DOCUMENTS. D. GROUND SURFACE PREPARATION PROPOSED STRUCTURE AREAS: GROUND SURFACES IN THE PROPOSED BUILDING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE FOLLOWING PROCEDURES: 1. EXCAVATE EARTH MATERIAL TO A MINIMUM DEPTH OF TWO (2) FEET BELOW THE LOWEST EXISTING GRADE IN EACH OF THE PROPOSED STRUCTURE AREAS. D U 2. THE BOTTOM OF THE EXCAVATION SHALL BE REVIEWED BY THE SOIL ENGINEER OR HIS REPRESENTATIVE PRIOR TO ANY BACKFILL OPERATIONS. THE TOP TWELVE INCHES OF MATERIALS EXPOSED AT THE BOTTOM OF THE EXCAVATION SHALL BE SCARIFIED AND COMPACTED TO A MINIMUM OF 90 PERCENT OF ASTM D1557. 3. MOISTEN EXCAVATED AND IMPORTED SOILS TO NEAR THE OPTIMUM MOISTURE OR TO A MOISTURE CONTENT CONSISTENT WITH EFFECTIVE COMPACTION AND SOIL STABILITY. COMPACT MOISTENED SOILS TO A MINIMUM OF 90 PERCENT OF THE MAXIMUM DENSITY OBTAINED BY ASTM TEST METHOD D1557. 4. WORK TO LINES AT LEAST FIVE (5) FEET BEYOND THE OUTSIDE EDGES OF EXTERIOR FOOTINGS AND TWO FEET BEYOND PAVEMENT EDGES. VI W: P I ANY RE COM TI N OR BACKFILL E R OR TO PAC 0 B ILL ACTIVITIE_ THE BOTTOM 0 0 FTHE EXCAVATION SHALL BE REVIEWED BY THE GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. IF INDICATIONS OF PREVIOUS FILL, DISCOLORATION, LOOSE OR COMPRESSIBLE MATERIA BURIED IMPROVEMENTS, STRUCTURES, PIPELINES, DEBRIS, RUBBLE, TRASH, OR ANY OTHER DISTURBANCE ARE OBSERVED BY THE CONTRACTOR, THE GEOTECHNICAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. EXCAVATION OF NATIVE SOILS SHALL CONTINUE IN VERTICAL INCREMENTS OF ONE FOOT UNTIL COMPACTION TESTS AT THE BOTTOM OF THE EXCAVATION EQUAL OR EXCEED 807. FILL PLACEMENT IN EXCAVATIONS SHALL NOT PROCEED UNTIL THE 3EOTECHNICAL ENGINEER OR HIS REPRESENTATIVE ON THE SITE HAS REVIEWED, TESTED AS DESCRIBED ABOVE AND ACCEPTED MATERIALS EXPOSED AT THE BOTTOM OF THE EXCAVATION. 1. PROOF ROLLING: AFTER THE BOTTOM OF THE EXCAVATIOV HAS BEEN REVIEWED, THE SOIL SURFACE SHOULD BE PROOF -ROLLED WITH A LOADED SCRAPER OR OTHER EQUIPMENT WITH HIGH WHEEL LOADS. P OOF-ROWNG IS INTENDED TO IDENTIFY LOOSE AREAS WHICH COULD REQUIRE ADDITIONAL EXCAVATION AND COMPACTION. PROOF -ROLLING SHOULD BE PERFORMED AT A NORMAL WALKING SPEED. WHEEL TRACKS SHOULD COVER THE ENTIRE EXCAVATION SURFACE 2. COMPACTION: AFTER THE EXCAVATION HAS BEEN REVIEWED AND PROOF -ROLLED AND IT HAS BEEN DETERMINED THAT NO ADDITIONAL EXCAVATION IS REQUIRED, PLACE AND COMPACT THE EXCAVATED SOILS, OR APPROVED IMPORT MATERIAL, IN THIN LIFTS. ADJUST THE MOISTURE CONTENT OF THE MATERIAL TO BE COMPACTED AS NEEDED (REFER TO P ARFGRAPH IB ABOVE) PRIOR TO COMPACTION. APPLY COMPACTION EFFORT IN CONFORMANCE WITH THE RECOMMENDATIONS OF THIS REPORT, USING MEANS, METHODS, AND EQUIPMENT SUITABLE FOR THE TYPE OF MATERIAL BEING COMPACTED. REFER TO PARAGRAPH I -A ABOVE AND THE ATTACHED APPENDIX A FOR COMPAC11ON REQUIREMENTS. TABLE A COMPACTION DEPTH Haunch to 1 1 ft Above Top of z h C %, 2'6" Below Area ft a to 1 Finished Grade to w F- X p Above Top Finished Subgrade Of Pipe Finished Grade a Struct lral 9000 90NO90% m w Pavements I 90% 1 90% 1 90% Non -Structural 90% 90% 1 90% Im:0110i2 40:1317 EARTH MATERIALS OBTAINED ON SITE ARE ACCEPTABLE FOR USE AS ENGINEERED FILL PROVIDED THAT ALL GRASSES, WEEDS AND OTHER DELETERIOUS DEBRIS ARE FIRST REMOVED. MATERIALS IN THIN ENGINEERED FILL MATER SHOULD BE PLACED LAYERS (LESS THAN TEN INCHES UNCOMPACTED THICKNESS), BROUGHT TO NEAR THE OPTIMUM MOISTURE CONTENT OR TO A MOISTURE CONTENT COMMENSURATE WITH EFFECTIVE COMPACTION AND SOIL STABILITY, AND COMPACTED TO A MINIMUM OF 90 PERCENT OF THE MAXIMUM DENSITY OBTAINABLE BY ASTM T=ST METHOD D1557, PLACING, SPREADING AND COMPACTING FILL MATERIALS,'IN APPENDIX A. F. IMPORTED FILL THE TABLE SHOWN BELOW PROVIDES GENERAL GUIDELINES FOR ACCEPTANCE OF IMPORT ENGINEERED FILL. MATERIALS OF EQUAL OF BETTER QUALITY THAN ON-SITE MATERIAL COULD BE REVIEWED BY THE GEOTECHNICAL ENGINEER ON A CASE BY CASE BASIS. NO SOIL MATERIALS SHALL BE IMPORTED ONTO THE PROJECT SITE WITHOUT PRIOR APPROVAL BY THE GEOTECHNICAL ENGINEER. ANY DEVIATION FROM THE SPECIFICATIONS GIVEN BELOW SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO IMPORT OPERATIONS. MAXIMUM PERCENT PASSING #200 SIEVE .................................................... 40 MAXIMUM PERCENT RETAINED 3° SIEVE ....................................................... 0 MAXIMUM PERCENT RETAINED 11h' SIEVE FOR BUILDING AREAS ............................. 15 MAXIMUM PERCENT RETAINED Y47 SIEVE FOR LANDSCAPE AREAS .......................... 5 MAXIMUM PERCENT RETAINED �: S EVE FOR PLAY FIELDS ............................... _ 0 MAXIMUM LIMIT LIQUID IT.......................................................................... 40 Q MAXIMUM PLASTICITY NDEX...................................................................... 14 MINIMUM R 0 AS .................................................... ✓ALUE FOR PAVEMENT ARE 50 MINIMUM R- ✓ALUE FOR BUILDING AREAS.......................................................... 35 MAXIMUM EXPANSION INDEX (PER 2013 CBC) ............... 20 FURTHERMORE, THE SOILS PROPOSED FOR IMPORT SHALL BE GENERALLY HOMOGENOUS AND SHALL NOT CONTAIN CEMENTED OR CLAYEY AND/OR SILTY LUMPS LARGER THAN ONE INCH. WHEN SUCH LUMPS ARE PRESENT THEY SHALL NOT REPRESENTMORE THAN TEN PERCENT 10% OF THE MATERIAL DRY TE AL B Y WEIGHT WHERE A PROPOEDIMPORT SOURCE CONTAINS OBVIOUSLY VARIABLE SOILS, SUCH AS CLAY AND/OR SILT LAYERS, THE SOILS WHICH DO NOT MEET THE ABOVE REQUIREMENTS SHALL BE SEGREGATED AND NOT USED FOR THIS PROJECT OR THE VARIOUS LAYERS SHALL BE THOROUGHLY MIXED PRIOR TO ACCEPTANCE TESTING BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL PROVIDE SUFFICIENT ADVANCE NOTICE, PRIOR TO IMPORT OPERATIONS, TO ALLOW TESTING AND EVALUATION OF THE PROPOSED IMPORTBECAUSE F MATERIALS. 0 THE TIME NEEDED TO PERFORM THE ABOVE TESTS, THE CONTRACTOR SHALL PROVIDE A MEANS BY WHICH THE GEOTECHNICAL ENGINEER OR OTHERS CAN VERIFY THAT THE SOIL(S) WHICH WAS SAMPLED AND TESTED IS THE SAME SOIL(S) WHICH IS BEING IMPORTED TO THE PROJECT. F. DRAINAGE FINISHED GROUND GRADES ADJACENT TO THE PROPOSED STRUCTURES SHOULD BE SLOPED TO PROVIDE POSITIVE FREE DRAINAGE AWAY FROM THE FOUNDATIONS. NO AREAS SHOULD BE CONSTRUCTED THAT WOULD ALLOW DRAINAGE GENERATED ON THE SITE, OR WATER IMPINGING UPON THE SITE FROM OUTSIDE SOURCES, TO PCND NEAR FOOTINGS AND SLABS OR BEHIND CURBS. WHERE GROUND SURFACES ADJACENT TO SUBSURFACE WALLS ARE TO BE LANDSCAPED, WALLS SHOULD BE WATERPROOFED. INSTALLATION OF GRAVEL -FILLED DRAINS TO ROUTE SUBSURFACE DRAINAGE AWAY FROM WALLS WILL REDUCE THE THICKNESS OF DAMP -PROOFING RESULTING IN A CONSIDERABLE SAVINGS. H. SLOPES BOTH FILL AND CUT SLOPES SHOULD BE CONSTRUCTED AT 2.1 (HOR ZONTAL TO VERTICAL) IN ACCORDANCE WITH THE 2013 UNIFORM BUILDING CODE. FINISHED SLOPES NEARER THAN FIVE FEET FROM BUILDINC FOUNDATIONS SHOULD BE GRADED NO STEEPER THAN FIVE HORIZONTAL TO ONE VERTICAL (5:1). A SLOPE RATIO OF TWO HORIZONTAL TO ONE VERTICAL (2:1) SHOULD PROVIDE ADEQUATE STABILITY FOR SLOPES FARTHER THAN FIVE FEET FROM FOOTING LINES. A. M c THE FILL SLOPES SHALL BE COMPACTED TO MINIMUM OF Of ASTM D1 OR 557 AND IN ACCORDANCE WITH THE GUIDE SPECIFICATIONS FOR EARTHWORK APPENDIX A. THIS MAY BE E S ACHIEVED BY OVERFILLING THE CONSTRUCTED SLOPE AND TRIMMING TO A COMPACTED FINISHED SURFACE. ROWNG THE SLOPE FACE WITH A SHEEPSFOOT AS THE LEVEL OF THE FILL IS RAISED, OR ANY METHOD THAT ACHIEVES THE DESIRED PRODUCT. THE CUT PORTION OF THE SLOPE SHOULD BE CONSTRUCTED FIRST. PRIOR TO CONSTRUCTION OF THE FILL SLOPE, INCOMPETENT SURFACE SOLS SHOULD BE REMOVED FROM THE TOP OF THE CUT. AREAS TO RECEIVE FILL OR TO SUPPORT STRUCTURES, SLABS OR PAVEMENTS SHOULD BE REMOVED OF ALL VEGETATION, DEBRIS AND DISTURBED SOILS. ALL EXISTING UNCERTIFIED FILL SOILS SHOULD BE EXCAVATED TO EXPOSE COMPETENT NATIVE SOILS. EXISTING UNDERGROUND PIPELINES, PRIVATE SEWAGE DISPOSAL SYSTEMS AND ANY WATER OR OIL WELLS, IF ENCOUNTERED DURING GRADING, SHOULD BE REMOVED OR CAPPED IN ACCORDANCE WITH PROCEDURES CONSIDERED ACCEPTABLE BY THE APPROPRIATE GOVERNING AGENCY. TREE ROOTS TO 2 INCHES IN DIAMETER SHOULD BE REMOVED. BOTH FILL AND CUT SLOPES WILL BE SUBJECT TC EROSION IMMEDIATELY AFTER GRADING AND SHOULD BE DESIGNED TO REDUCE SURFICIAL SLOUGHING BY IMPLEMEN-iNG A PERMANENT SLOPE MAINTENANCE PROGRAM AS SOON AS PRACTICAL AFTER COMPLETION OF SLOPE CONSTRUCTION. SLOPE MAINTENANCE SHOULD INCLUDE PROPER CARE OF EF'OSION AND DRAINAGE CONTROL DEVICES, RODENT CONTROL, AND IMMEDIATE PLANTING WITH DEEP-RCOTING, UGHTWEIGHT, DROUGHT -RESISTANT VEGETATION. AN EROSION CONTROL CEOTEXTILE, MAY ALSO EE USED IN COMBINATION WITH VEGETATION TO CONTROL EROSION. EXPERIENCE HAS SHOWN THAT SLOP= PERFORMANCE IS LARGELY DEPENDENT UPON PROPER SLOPE MAINTENANCE (I.E., PLANTING, PROPER WATERING, CLEARING OF DRAINAGE DEVICES, ETC.). SLOPES PROPERLY PLACED AND CONSCIENTICUSLY MAINTAINED ARE NOT EXPECTED TO DISPLAY EXCESSIVE RAVELING OR SLOUGHING. REVIEW OF EARTHWORK OPERATIONS REVIEW OF EARTHWORK OPERATIONS RELATING TO SITE CLEARING, GROUND STABILIZATION, PLACEMENT AND COMPACTION OF FILL MATERIALS, AND FINISHED GRADING IS CRITICAL TO THE STRUCTURAL INTEGRITY OF BUILDING FOUNDATION AND FLOOR SYSTEMS. WHILE THE PRELIMINARY GEOTECHNICAL INVESTIGATION AND REPORT PROVIDE GUIDELINES, WHICH ARE USED BY THE DESIGN TEAM, I.E., ARCHITECTS, GRADING ENGINEERS, STRUCTURAL ENGINEERS, LANDSCAPE ENGINEERS, ETC., IN COMPLETING THEIR RESPECTIVE TASKS, REVIEW OF PLANS AND SITE REVIEW AND TESTING DURING EARTHWORK OFERA11ONS ARE VITAL ADJUNCTS TO THE COMPLETION OF THE GEOTECHNICAL ENGINEER'S TASKS. 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I� X o ST aO=UOat cv I co F _ 0SviFJ W W I �I 2:1_ 0 '0 2 _�-�__ I c7mw=�z<; z - 3 _ C 1 � Z H x 5 J I � I - c I E 6• O I , -1 �j�� S° E� 0.259 �wO�wwiu I I \� I icce�_owjW� � z cn - E I I 3.- I m °oWz3Zc 2 ``,_ 1 wwvowz5o � o a r U o C I i I I I I I I I J L --j--<I _� L9 I I' -�---- � 24.00' !. `I -= I I -- I � N co I I / ;\ I / I4 HWM• L I I - I` I I / ), BOTTOM OF BASIN=337.45 - -'\__\___-4, HIGH WATER ELEVATION=345.45 I moo, 76.00'S. S>� C - I � �_ ,�, ,. VOLUME REQUIRED -0.96 AC. FT. I VOLUME PROVIDED=0.99 AC. FT. ` `� 100.00 )14 ' SIDE SLOPES 2:1 MAX (U.N.O.) I �---------------------------------� A TEMPORARY SUMP "A" DETAIL 2 SCALE 1"=30' ��------------------------------------�1 I jI - UN /� I I I i5.40' �� �� I Sp 1 .0 I 1 ,.L__ 1 - _ , 3 1 - I j _5T5,° _ /(LL I1 -7-, - --r I- - -, I - ' I 2 - I 34.0 � - � I ; �- ) ��� I I I I n �_ 10 0� 2 � i,._ I 1 I k--1 ��-- /`� 6 ' � n n � _- 10 _ I. T _ 34.0' , Y -3 0 _ _�_ U 1 T-- _ Q ALT0N - -___� 1 - =� _ �"'"'- • - �, 2 COURTCif i 5� Gtr- - 51.S 1 '�- �_ ' W I I , I T- `-_�ji! l I I ��'� = 4 so' u>� v (UNO d I 6' 1 U 3 I I TOP OF BASIN=347.5 \ I I BOTTOM OF BASIN=345.0 1 i 1 HIGH WATER ELEVATION=346.5 I I VOLUME REQUIRED=1,320 C.F. I VOLUME PROVIDED=1,378 C.F. k SIDE SLOPES 2:1 MAX (U.N.O.) B TEMPORARY SUMP "B" DETAIL 2 SCALE 1"=20' CONSTRUCTION NOTES (THIS SHEET ONLY1 [ CONSTRU: T 6' CHAIN-LINK FENCE ',NO SLATS OR CURBING) PER C.O.B. STD. DWG. D-12. [2 CONSTRU-,T 14' WIDE DOUBLE GATE PER C.C.B. STD. DWG. D-13. ❑3 CONSTRU,'T 2" x 24" THICK NOMINAL RIP -RAP ® TEMPORATY DRAINAGE AND F-LOWAGE EASEMENT TO THE CITY OF BAKERSFIELD TO BE DEDICATEE, BY SEPARATE INSTRUMENT AND PRIOR TO ACCEPTANCE OF IMPROVEMENTS. ❑5 CONSTRUE -T OUTLET STRUCTURE PER C.O.B. STD. DWG. D-10. © PROPOSE; EDGE OF PAVEMENT LIST OF ABBREVIATIONS (THIS SHEET ONLY) FG = FINISHED GRADE rL == FLOWLINE NG = NATURAL GROUND EP := EDGE OF PAVEMENT U.N.O.= UNLESS NOTED OTHERWSE L��tiM= HIGH WATER MARK MAX = MAX IAUM t �Xr I < X0 5' I _ 4 _ I ' p' NG �2,� MPS It 1 ,,a BASIN BOTTOM b A - C TYPICAL SECTION tv N.T.S. E TYPICAL SECTION N N. . , Lr r- 11 X w C, 12.5' VARIES x VARIES C, MIN 4' MIN X 4' -3c 1�MINMIN A'A SPX ����s` �/ U_ BASIN BOTTOM I z C p TYPICAL SECTION L N N.T.S.i C, I BASIN BOTTOM I I (�� \`I X w 3 _C. 19.1' 18.9' X VARIES 11 c 2' MIN PX 1--_ 1- C, 1� ✓ c �\� i - \ ii` c �" V F TYPICAL SECTION a �, N.T.S. a C c. E I.`? -)3P Ph- COB RECORDS No. i" d z m pm In m_ c0 O LLJ _z E � O N W E M >v,- U � 0 E z LL vJ � Ix m N LIJ W 0y i� C16Z 2 O or0U)� wW � M N CO O CO Of O 0 N CL **,* e \ �i z h C %, O Iii ❑ N 0 \,,,i i �) \° °l `� w F- X p N c - ILL or LJ :C a z U z W w m w IN)�� W 0 co w w IX LL CL 0a ��G\NEER b/ O41-1 � '; cn a fn : W_! U 3 O 0. W V O 0- d U o y Ir 0 z O w sr DATE 12/21/2017 PA JOB No. 3012 SHEET' 2 OF 5 SHEETS ! FUTURE I _ L_ ---- I FUTURE TRACT 7317 _ — j I I i ► TRACT 7317 I I II I II i II I ' PHASE 2 L---- _�—� o=—s��= — I II —, I I i it I II I II I I I I i PHASE 5 I wS _ '�--— — —_ — --- t a _ — --- �I tiU �� (0-5 "� I —�— — _I RANCH --_ — ---- -- _ °� - _ — — o (0.25.0 I -- _--- _ _— _ � STOCKDALE TRACT 7317-1 r BY SEPARATE PLANS) GRADING LIMITS ` L_ (0.250 (BACK OF CURB) I�\ �• -°F------- _---------------------- — ------ �.,�--_-- �* ui 3, I 8 I 1 10, 20' 10' I I lo. o I I� g I I J 5'5 1 - I I 7 I X I �c p Q 5' �1. D 6 I; �oLOI I-- 1 5 I J I 3 � s __ ,� •o - c N, __ ' I _ I i I HCP LIMITS LINE I' fit I I ?T1 F--�jE — - ----- ----------------"-- — — 4 _ �__� x•54 1 FC I I 4 M I �_ _ _ OVER -EX PAD I I 1 TEMPORARY- 6 , - -- -- -- - -- - --- ,fie---- 15' LIMITS — Cly i SUMP M_P " B' �`' a — N 1kc` _ _ - - -- - �.� '2 9 I W R _ `- - • _ e�'� 0.24% _ --- �9 �� o % 10 I 251 COURT ;5 � ,2�s __ �' ✓ 5,.3 o 11 O' — --_ O I o•� I k� • F�, ALTON�A� •�s �Fv 0.25:G�- NOTE: A 10' IYDE TEMPORARY EASEMENT -�- - _ _ / � J 1 Fk-R FUTLRE WAL_ C: I � / FUTURE I — __ , r�o� � SEE SHEET 3 TRACT 7317 / 1 T - - - - -1 I / 4.X1PH ASE 3 o -P w - --------------- `' --- tK --------- I / A HCP LIMITS LINE I -- ------------------------ ------------------ _ _---- - - I Ik SEE /DETAILe II 3 I Q_ i �G 5 4�11lb koG 1/ X I 27 I I I FW— I 1 5 X I �\ — —,Y — Y� 7 x I I IN N 28 I w 26 25 I I i i ii I 21 22 23 24 i — — — — — — — — — — 6 0 c•, W 0 r' I` N 31 N o - �- _ FL -46.45 - s �v ,2 `� _ - \ 29 I I . U N FL -46.28 �o o� — g 0.31 % 8 0 - _ p, �- _ _ j— 0-�5� NOR FL -46.45 '� --_ _ _ 0.31 Ye - ---- -_ _ - _ �> NOR FL=46.45 WATERFORD`° �, - - - - - - - - -- Q• - STRE o '��,� �, I f TEMPORARY I 'q - _ DEP FL=46.2a N A� 1 �� 025% . SUMP _A_ » ll �,��, I pp� DrA 0=25%i � 1tiQ� J I - � > -- -- --- <� I k0. I " �— �G I ( L x OVER -EX PAD LIMITS MID) -----i p I I ,acs �— i i go — — — — — — — --'N\. 1 i ��� 3 ' IO�. ,l I I � � I i� c F I �' I F� I I I I I 52 "' 1 I II I 38 1 18' 18' 8' D I II 48 1 '� I 39 I I 3p I I ----------- 4 20 20 47 I I Io , i rcs of I ii ,FG I �'1 I �� I Co Or G pp I I 0 ► I I I I I I L I I ti� 3 — — ------I x 0�� II II �1 'm ( OVER_ EX PAD UMITS (TYP) —ww� OVER -EX PAD LIMITS (P)114P I d I 6 o 512' 37 52• 18' 18' 18' 18' 8 31II 52' I 40 >Ln- 46 ; O8' 18' 1 a' I III 777 1 q 10 1 I I I I _j I i ----------------I---I II II II I I I � I q I --i I I ,1 FG I I �, Lu I �� I� W FUTURE(i- -I-- - - - - -- = TRACT 7317 I I �I I Cn PHASE 3 / /i �� \ i �.� ;, 19 I FG I 36 I 32 I F_ z W �z V Q F_ J W m F_ U) W 9 I \, ` B I �? I I I NOTE: A 10' WIDE TEMPORARY EASEMENT I 1 I I 45 / I , 4 II FOR FUTURE WALL CONSTRUCTION SHALL 41 I BE DEDICATED ON FINAL MAP (PER CONDITIONS OF APPROVAL NO. 4.5) C V I 1 • ,c.�9 1 I 1� I I 1 I F I � _'� — \ am I 351.0 FG --- FC ii 51• �� �i S1. I; SEE SHEET 5 " 35 44� 42 „ 33 I 251 I _U oac)0 w0cn M J ZOyw wZLLF- LU wwm cl) a \® o wm=z�=�ww Oa 1- 0 d .s M fY J H Z W =QZI--Z W W Sd � LO WCL W CnXwmo>°F°c�Qco ncn�� (� FOr-r02-I U O mwh- _' Z¢ W z E r w ILL Z ci w=Ow=WcoU�Lj_ c71-►-Fm�mLL�F z(nQ000 W �p M cra-000LLIcwi��z > V CD Z W W O "�OR� � _ .� LL. Z Zr-F�x 2z Q �O}'ti30UZm W 4= a cnWWwln mZUO ,��t f /:^ L IPJ tZ-9Z00ai000pa wW>->pUmxca� 0 '0 '� co Lu :: A Y E (� m N mF-=pzWa00m o �Q�Qw111 W �; CU Z ai OZ Zw1cAJOZi .,.^. o ¢ w O w O= 5~ O Q � N U) ti N 5 i--cq� a �awawu Umi Lu Lu �' c�? W in � �aZaF W�ONCi ¢=UwzLw) 0 � CO N Cfl LLZ?m<z Lw) O am L� O C90 U3 Lu_= Z¢ w w O v O w 8 0 W gT? KL IL cn�C6F-QU >a�FC ��— C7cnwS�ZQJO Zp=UfnwSQL W �zQ~O�>_oJocw»� OW'•'•'cnJ- L pica W C9cq Ve ZIXLL LL�O Q W W UZO�ar. M I D W Y 0� W Z V. H H O O.. H0 0 X< I \, ` B I �? I I I NOTE: A 10' WIDE TEMPORARY EASEMENT I 1 I I 45 / I , 4 II FOR FUTURE WALL CONSTRUCTION SHALL 41 I BE DEDICATED ON FINAL MAP (PER CONDITIONS OF APPROVAL NO. 4.5) C V I 1 • ,c.�9 1 I 1� I I 1 I F I � _'� — \ am I 351.0 FG --- FC ii 51• �� �i S1. I; SEE SHEET 5 " 35 44� 42 „ 33 I 251 I U) z � O U W J �0 0 r%%.z Q LL FU TU R E , II 5 I .__I ILL \ I / TRACT 7317 I 4 \ I / PHASE 3 \ , 0 43 I I(D 34 I Z Q_ 5 F c / o h `' EXISTING FENCE (PROTECT IN PLACE) o --- -- -- i AN EASEMEN- FOR ACCESS AND POADWAY PURPOSES IN FAVOR OF-._. \-THE KERN CCUNTY NATER AGENCY Rr=CORDED DECEMBER 1, 1981 IN -- ------ — — EXISTING F=VC'E (PROTECT IN PLACE) � - --- �! �► •�� +� ��- � a° BOOK 54�', PAGE 1531 OF OFFICIAL REOORDS. - F KCWA (CROSS—VALLEYOCANAL) �— -- ---- T _ r) / PROPERTY BOUNDARY, HCP LIMITS AND GRADING LIMITS LINE U < W Q 7 � 01? SIC N 10' mKERN COUNTY WATER AGENCY SEE NOTE "A'. PROPOSED BLOCK WALL (CROSS VALLEY CANAL) TRACT 7317 N II o (BY SEPARATE PLANS) {� 20't *_ LEGEND ABBREVIATIONS TABLE EX. CHAIN-LINK FENCE } } -SOUTHERLY 20' EASEMENT AREA WILL BE `t CD I (PROTECT IN PLACE) a a DEEDED TO KERN COUNTY WATER AGENCY BY �I _ u' TRACT 7317 WEST BELTWAY w o 4J o SEPARATE INSTRUMENT (PER CONDITIONS OF m DESIGN ELEVATION FG= FINISHED GROUND w z I a �1 FL= FLOWLINE z Q { x o 01 APPROVAL N0. 114) N HP= HIGH POINT z o NOTE "A": A 10' WIDE TEMPORARY 0 Im m Q Q DISTANCE MAY BE REDUCED TO J I Im Z oI **= WALL HEIGHT TO BE DETERMINED B _ o NT FOR FUTURE WALL x z z a FLOWUNE GRADE GB= GRADE BREAK D O EASEME CONSTRUCTION SHALL BE 1' IF "H" IS LESS THAN ONE Q APPROVED ACOUSTICAL STUDY. DEDICATED ON FINAL MAP. FOOT VERTICAL , I�x o ¢ 01 FUTURE PHASE I PEASE 1 LIMITS OF PAD PREPARATION EVC_ END VERTICAL CURVE o X W 1 BVC= BEGIN VERTICAL CURVE = 2' 1 a --� ® STORM DRAIN MANHOLE ° c�3 DISTANCE MAY BE REDUCED TO V IF "H" POVC= POINT ON VERTICAL CURVE rn ,� I IS LESS THAN ONE FOOT VERTICAL STORM DRAIN CATCH BASIN PIVC= POINT OF INTERSECTION VERTICAL CURVE NORTH 0 DATE 12/2112017 FINISHED PAD NATURAL GROUND FINISHED PAD = - -- -,j — T INATURAL1 - NG= NATURAL GROUND 771.- �P� _ \ x GROUND� 6? 2� - — — — — EP= EDGE OF PAVEMENT SCALE: 1 "= 40' PA JOB No. 3012 o I P = STORM DRAIN MAIN i EXISTING GROUND CONTOUR 0 20 40 SO TOE= TOE OF SLOPE SHEEN FINISHED PAD v�`' 2.� NATURAL GROUND I TOP= TOP OF SLOPE EXISTING �, z -- PROPOSED RIGHT-OF-WAY MATCH --/Z Mql, = INV= INVERT OF PIPE FINISHED PAD 5o NOR= NORMAL FLOWLINE A TYPICAL SECTION TYPICAL SECTION C TYPICAL SECTION TYPICAL SECTION EXISTING ELEVATION DEP= DEPRESSED FLOWUNE FG**= FIN+SHED GROUND PER STOCKDALE NOT TO SCALE ,�, NO SCALE NOT TO � = -'_= N �. - -� ALE RANCH DRIVE PLANS ! /` �= TNIS SHEET COB RECORDS No. OF 5 SHEETS \ J� a \® � o WCL N LL LU ,r `1 O w ILL Z ci O J m 0 Www Z W F Z W W W LL. a a a U) z � O U W J �0 0 r%%.z Q LL FU TU R E , II 5 I .__I ILL \ I / TRACT 7317 I 4 \ I / PHASE 3 \ , 0 43 I I(D 34 I Z Q_ 5 F c / o h `' EXISTING FENCE (PROTECT IN PLACE) o --- -- -- i AN EASEMEN- FOR ACCESS AND POADWAY PURPOSES IN FAVOR OF-._. \-THE KERN CCUNTY NATER AGENCY Rr=CORDED DECEMBER 1, 1981 IN -- ------ — — EXISTING F=VC'E (PROTECT IN PLACE) � - --- �! �► •�� +� ��- � a° BOOK 54�', PAGE 1531 OF OFFICIAL REOORDS. - F KCWA (CROSS—VALLEYOCANAL) �— -- ---- T _ r) / PROPERTY BOUNDARY, HCP LIMITS AND GRADING LIMITS LINE U < W Q 7 � 01? SIC N 10' mKERN COUNTY WATER AGENCY SEE NOTE "A'. PROPOSED BLOCK WALL (CROSS VALLEY CANAL) TRACT 7317 N II o (BY SEPARATE PLANS) {� 20't *_ LEGEND ABBREVIATIONS TABLE EX. CHAIN-LINK FENCE } } -SOUTHERLY 20' EASEMENT AREA WILL BE `t CD I (PROTECT IN PLACE) a a DEEDED TO KERN COUNTY WATER AGENCY BY �I _ u' TRACT 7317 WEST BELTWAY w o 4J o SEPARATE INSTRUMENT (PER CONDITIONS OF m DESIGN ELEVATION FG= FINISHED GROUND w z I a �1 FL= FLOWLINE z Q { x o 01 APPROVAL N0. 114) N HP= HIGH POINT z o NOTE "A": A 10' WIDE TEMPORARY 0 Im m Q Q DISTANCE MAY BE REDUCED TO J I Im Z oI **= WALL HEIGHT TO BE DETERMINED B _ o NT FOR FUTURE WALL x z z a FLOWUNE GRADE GB= GRADE BREAK D O EASEME CONSTRUCTION SHALL BE 1' IF "H" IS LESS THAN ONE Q APPROVED ACOUSTICAL STUDY. DEDICATED ON FINAL MAP. FOOT VERTICAL , I�x o ¢ 01 FUTURE PHASE I PEASE 1 LIMITS OF PAD PREPARATION EVC_ END VERTICAL CURVE o X W 1 BVC= BEGIN VERTICAL CURVE = 2' 1 a --� ® STORM DRAIN MANHOLE ° c�3 DISTANCE MAY BE REDUCED TO V IF "H" POVC= POINT ON VERTICAL CURVE rn ,� I IS LESS THAN ONE FOOT VERTICAL STORM DRAIN CATCH BASIN PIVC= POINT OF INTERSECTION VERTICAL CURVE NORTH 0 DATE 12/2112017 FINISHED PAD NATURAL GROUND FINISHED PAD = - -- -,j — T INATURAL1 - NG= NATURAL GROUND 771.- �P� _ \ x GROUND� 6? 2� - — — — — EP= EDGE OF PAVEMENT SCALE: 1 "= 40' PA JOB No. 3012 o I P = STORM DRAIN MAIN i EXISTING GROUND CONTOUR 0 20 40 SO TOE= TOE OF SLOPE SHEEN FINISHED PAD v�`' 2.� NATURAL GROUND I TOP= TOP OF SLOPE EXISTING �, z -- PROPOSED RIGHT-OF-WAY MATCH --/Z Mql, = INV= INVERT OF PIPE FINISHED PAD 5o NOR= NORMAL FLOWLINE A TYPICAL SECTION TYPICAL SECTION C TYPICAL SECTION TYPICAL SECTION EXISTING ELEVATION DEP= DEPRESSED FLOWUNE FG**= FIN+SHED GROUND PER STOCKDALE NOT TO SCALE ,�, NO SCALE NOT TO � = -'_= N �. - -� ALE RANCH DRIVE PLANS ! /` �= TNIS SHEET COB RECORDS No. OF 5 SHEETS 0 J W m W W U) F� / / FV / - - 11 1 1 - - - I i -�- .�_, - N �.��7; �wrt h1=46.45 /O' '� '- - - - - - - / HCP LIMITS LINE / - �I II 1/ �_- I'�- /Z- -1==-� I X �� _ °��=46.2a �� I s ��1_-{ __ _J __ / �\ Cc - '' - _ FG / __ / c° .yl' I I I II I I / ^_'rr _x 4_ -_ _ [ - - 4- \ - --ii-, _ o �- ' _ NOR F1-=46.45 ---- _ - �f T� _ -_�-- N O.G oR = _ -DEP 46.2 O s I I I �----- I 11 /I_ - .-�- _ - _y \ _ 11 47L .pRF 711"fx"', 10, � . � �� \ / `� ( I _ _ �_ - ,� I � •x NOR FL=46.45 WA ' C ORD o 8' �: `\\ // . . . . . . . .`!\ /4p�° / / 11111 I II II I I TEMPORARY �' I �`� _- 0 DEP FL=46.2e " \ \/ c \� GRADING LIMITS LINE / III II II I I I [>-- SUMP "A" --- 6 6' - �. ,, 512 / -- / / I I i 11 11 I I I I -- �I I ,'�-__-- _-- 7-3-17. FG// �%6 /p%K / III II II II I X I ,h \\ I I A F� I �p-'--------------- / SEE DETAIL I I� } e /� I.... ��►� __ / I I 1 1 I 11 I I I I \ i I 2 I I ,��' v' �°'`•' I I / �° I n I I I I �° II / . . . . . . . . . I . >`. o III I I I I I �- - -�� - �� - -y 1 49 L I r-! ! I , / /. . . . . . . . . . . . . . . . . . . . I. h c, I • \ ` // F�' III 11 52' I I I I 01 I i // . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . �. .I . . I. 1 1�8 1 s' s' 11 I , " -M I 5 I I I . . . . . . . . . . . . . I . . O -y, . . . . I II II - I �°' FG I I 18' 18' g' I I I I / . . . . . . . . . . . . . . . . . . . . . . . . . . . ti � �, 11 - --_..-��-�� 20 20I 48 1 \ / // . . . . . . . . . . . . . . . . . . . . . I . j . . . . . . . . . .. . I . ,� III II I . . . . . . . . . . . . . . �' PHASE 1 LIMITS LINE I i, 4 I J I -- III II II ° °�c9� I ��'` I II GRADING LIMITS LINE / /.\ 4 A FUTURE PHASE 3 . . I . . . . . . . . . . . . . I . . . . . . . . . . . . .I . . . . . . . . . . . . I II II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I 'i ^ ` I \ �/ /. LOT '37 I I I. �F° f I I I I f-- I1 OVER -EX PAD LIMITS (TYP) . �1 I ��FG �c0� I1 \\ // . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� ..FUTURE.pFi* , ,.3.•.I ,.•.,.,.•.•.•.•. �' .I . I{ II II II I . . . . FUTURE PHASE. 3 . . l . . . . . . . . . . . . . . . . . . 'I \/ / .*.•.•.,. I• •LOT ,3 I . . . . . . . . .:. . . . . . . . . . . . II II of II II . . . . LOT 4. . . I . . . I II II F- �, II g1G5 5 FG . . . . . . . . . . . .g . . . . . . . . . I. IFUTURE .PHASE .3 I I II v II I I I . FUTURE PHASE .3. I I II II -f / \ \ ��. . . . . . . . . . . . . . .I . . . . �'� .. . . . . + LOT 35 . Q FU �E •PHASE • 3 I I I I I I I I I ��° LOT 48 . I I I I o I6 1. . . . . . . . . . . . . . . . . . /.// . . . 41 . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . X . 1 . OT 34. I I I I w I a �`'. . . I I v ', . /. . . . . . .,oG. . . . . . . . . . I . . I • cr I� ek F .. . . . . . . . . . . . . . . . . . . . . . . II I1 I I. FUTURE PHASE�.3 . . - / � _ . . . . . . . . . . . . . . . . . . . . . . 'I F . . . . . . I . . .I . . . I I I I Q 11 \\ - - - - -.- - -- -- -. - - ,-- OVER -EX PAA LIMITS (T1P). 52 I . . . . . . LOT .54 . .. •. l w I.. I I I I m \\ s' 1 s' 1 s' s' / // . . . . . . . . . . Q� . . . . .\. I . . . I . . . . . . . . . . . . .I . . . . . . . . . . . . I I I I I I \\ \ \ . . . . . . . . . . . . . . . . .Ac, G_ _ 1 �\ x. . . . . . . . . . . R�. p ��\. . . . . . . . \ \ f . . . . . . . . . . I. . . . . . . . I I II \\ \\ . . . . . . . . . . . . . . . . . .------- . . . . . ----I II w II I I . . • .OVER-OVER(TYP) �. 11"N / / . . . . . . . . . . . . . . . qo.v . . . . . . . . . . „_ _ ` \ � . I . . . . . . . . . . . . . . . . . . I I I I \\ \ 1 . . . . . . . . . . . . . . . . I . . . . . In", '' I I I �- 11 I I �- . . . . . . . . . . . . . . . \-�\ /// . . . . . . . . . . . . '�iTs.� . . , �/ \\\\� \ I. 06. . . i. �. 11 11 11 1\ I . . F�'. f11 w I4- -'------ - - - --- -- \�!\/ 1 . . . . . . . . . . . . . . . . . . . . . �,�. \\ \ I• I : _.� I I I . . .FUTURE -PH ASE .3. . . . . I. . . . . . . . . . . . . . . . . . // v I \\ \h°° 41�. . . . 5 EG . . . . . . 4 � / \ / I I LOT ' 45 . . . . . . . .I . // = \\ F . . . . . . . . . . . . . . . . . . . . FG. /. �� . . . . . . . . . . . . FIJTUPE' PHASE. 3 . / /I/ \�\ \\ I I /� // // I Il � . . . . . . . . . . . . . . . . . . I. . . . . . /��� v \\ . . . . . . . . . . . . . . . . . . . /. . . . :\\ . . . . . . . . . . . . . LOT 38 . . I I \ -�--_L_____ __ -I--- - _ _ _ /i // . o . . . . . FUTURE. PHASE. 3 . . . / ` . . . . . . . . . . . . . . . . . /. ��. I 111 \\�__ �__�=______�__- '�/ �/� hpF° i. LOT 49. // // \\ ,\ / . . . . . . . �\ �. \ / // . . • B II // \\ 11 FUTURE PHASE .3. y\ ..... / . N. . . . . . . . . . . . . . . . . . . . . . . .- -\ \\\\ _ - - BARRE COU // / . . . . . . . . . . . . . . . .`, . 4 . . . . . . . . . . . . . I I II 11 11 . . . . . LOT 53. . / . . . . . . . . . . . . . . .� . . . . . . . . . . . �� . . . \� � - - - // . . . . . . . . . .-\. . . . . . . . . I. . . . . . . . . . . . . . . . . 11 11 II II . . . . . . . . . . . . . . ./. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . __ o � \ . . �\ // . . . . . . . . . . . . . /. . . . . . . . . . . . . . . . . \ .� . . . . . . . . . . . �. . . . \ ____=_ - // . . . . . . . . . . . .�\\ . . I . . . . . . . . . . . . . . . f \�\ // -_ . . . . FG . . . . SEG . - _ _-r - F I . �_ �, �/ . . . . . . . . �. . . . . . . . . . . . . . . . \ . . . . . . . I . . . . . .� . . �� s �� I \ G . . . G i / _ _ �� \ . . . . . . . . . . . . . . I c / . 07,. . �. h°'' �c`' . I \ 'FUTURE PHASE.3. . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . FUTURE PHASE 6 I . / . . . . . . . . . . .�. .� . . . . . . . . . so. . . . . \.\. . . . . . . LOT. 44 . I. 5. h/! ° �,�.G • • • I LOT '22 ' • •.'.•.•.•.*. . . . I. FUTURE PHASE .3. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :.• °. . . . . . . . . . . . • . / . I . I \. i = \ F �. ... ..... ............I.... ......I '' /. .... ....... I. . . . . . LOT .39 / . . . . . . I . . � • . . I \ FUTURE PHS / \ FUTURE PHASE. •3 \ I. LOT 52 • / __ --------------- . . . . . . . . . . . . • -= . .I ___ . . . . . . . . \ . ....... .. ............... / .I • h j AE3 � \� r I - -- - --- - -- -- .:--- ---r --. _5c -o . . . . . . . I . . . . . . . . . . . . .I . .1 . . . . . . . . . 1 \. . J . . 'LOT 50. /. \ . ' \. . . �' :...-__ 3.50.0--.-r�. / . FUTURE' PHASE. 3 1 FUTURE PHASE 3 . I FUTURE PHASE. 3 \. I . /. . . . . . . . . . . . • . . \ . \ I . / . . . o FU.TUkE . PHASE . 3. 1 �\ •.•.•. 1<,. .:•.•.•.•,..',•.•.•.•...•.•.•.•.•I .•.•.•.•.•.•.•.•...•.•. •./. •LOT 40. �•. LOT '41 . 1. <. . LOT 42 I. LOT 43' ' . . . . . x`.•.•...•.'. •.'...•.•. i . . . �/. FUTURE *PHASE.3. . . . .\. . . . . . . . . . . . . . . . � . . . . . . . I . . . . . . . . . . . . . . . . /. . . . . . . . . . I . x• . . . . . . . . . . .I . . . . . . . . . . . . \ . . . . . . . . . . . I . . . . . . ./ . . . . . . LOT* 51. . . . .� . . . . . . . . . . . . . �t `` w . /. I. . �_ . . 7 . . . . . . . . . . . I . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . \ * , * , * . . . . , * , , ' * * , , , � ��-\� \ . ' ... I . ,` 1� . . . . . . . . '�� ? . / . . . . . . . . . . . . . . . . I F°. . . . . . I . . . . . . . . . . . . . . . Q'n . . . . . . . . . . \ . . . . . -N . . . . . . . . . / . . . . . . . . . . -- __ __�t��-�� �Irr■������� �■ �� �� ���M350.5 h I �p�G . ` �� V �N� I h14G. s� . 1, \ S �___, �\ � �� ,a--� 1=_ -- -- - ---- - AN EASEMENT FOR ACCESS AND ROADWAY PURPOSES IN FAVOR OF = r �.y� � y� -'�� "'-:'-�" -� -� . c�• �A . �'.jr h1 JY y� -- � - - - -- - -- _�_ 5�..I �. THE KERN COUNTY WATER AGENCY RECORDED DECEMBER 111', 1981 INS - - �� �. �. . -�. c,P` ' BOOK 5421, PAGE 1531 OF OFFICIAL RECORDS. 1 7- -- --- - -- �I�`-� EXISTING FENCE (PROTECT IN PLACE) ti_ �\ / / F1G \ " / \ FG KCWA (CROSS -VALLEY CANAL) / //1 .\/ /...................... ,/ / Yf • . FUTURE PHASE 3 . // \ \ \ \ I GRADING LIMITS LINE /�� . T , / \ I � �, / LO 37 / \ I \ �/. . . . . . . . . . . . . . . . . . . . . . . I . // F�' I \\ / / .. ' ' ' • ' ' ' ' ' ' ' ' • • ' • . • ' ' ' ' • . / \` \ I tti 51.5 / 2. / / � \ / ��a FG / 5 fG a1^ / 2 / I � / �` /. \ \ / //�. . . . . . . . . - 5= / . / . . . . . � \. . . . . . . . . . . . . . . . . . . �, FV \ \ \ \ //GRADING LIMITS LINE / O�-f G9 \ .� \ / //. a . .. \ .. ' ... , . ' ........... . .� / �, .� .. . . . . . . . . / . �jl�j . . . . . . . . . . ., `� � � \ X 50.1 / \ \ / f pq0 • __ / \ \�� / � / li�� /. �N� �\ /� . . . . . . . . . . . . . . . . . . . 01s, . ' • 1 \ \ . . F.UTU.RE PHASE .6 . . .�, . . . . o� . . . .'. . / / . . . . . . . . . . . . . . . . . . . . . . ). . . . . . • 1_�_,\�� \\ //. LOT 24. B2� \ . . . . . . . . . . . . . . . . . . . . . . '\.� 11 \ \�\ \ \\\ o�/ . . F��� NT0PE'PHASE 3.'. .•.*.'.'.•. FG 1 \ \ s \ \ /� . . . . . . . .. . . Q� . . . . � . . . . . . . . . . . . . . LOT •. . . . . . . . . . . . . 1 \\ \ \ / 5D'g /. / � \ "I '\ \FG . . . . . . .. . �``/. . FUTURE PHASE. ,6 .. . . . . . . . .�. IN,. . . . . . . . I, \\ / \\\� .� �\ �\ �\. . . . /. . . . . . • . . . . . . . •/ . . . . . . . . . . . . . . .� . __� . \ \ \ y . I1, x \ � C S \� ��\ \ 5,:, /. ��\ . . .hyo / \\ � q� \� FFG . . . . .. . . . /. �. ;,. / \ \ \ � \ ,Q � \ .\ . . . . . . . . . . . / . . . . . . . . . . . . . . . . . . . . . . . . � . � �c. � � . . . . . . . . . . . . 1-1 \ \"� - %�. _­ I i *, ftft� �. \ y \\ ,\1 �► •4 . - - - - - -a FG . �_ - 1: I i, ;/ \*\\ �\\\ C \ F 349.. .� r ,' �\ "I FG FG / \ � 1Q _ _ 'FUTURE PHASE 6 _- - Kt . . . . • �� \ �\ -� !� s \ \_ _ Z \\� LOT 22 . I . FUTURE PHASE 3 . . . rir%`-,,\1/GRADING LIMITS LINE � \ \\ � \ - \ - , �\ \. I . . . . . . . LOT • 39 . . . . . . I I / '` \\ \ \ \ \ I I / ��� x \ \ . . . . . . \ \ \\ I . / )\ / sl \� \�\\ \ \\ \ �.\. I . . u I - � \Va ,. \ \ / L-, v l;� / \ \ EXISTING 34" HIGH PRESSURE GAS MAIN ' '. �, FUTURE .PHASE .6. �� c� I \ (NOTE: USE EXTREME CAUTION IN THIS AREA. rr j EXISTING � \ S i / . 1` \\ APG&E REPRESENTATIVE SHALL BE PRESENT / I TAIL WATER DI i CH ?---� . � LOT • 2.1 . . . . . . . 51 3 . / I . / . . ;1 �, `\ �, • • • • • • . . . • • • • G . �\ \\ \ // DURING ANY CONSTRUCTION IN THIS AREA) . • • • • • • � I - _ _ \ _ Y\ I I '� ' `I .. `l I . \\ -� . - -F---. - . . - . / . l tO \ \ \\ // �� s �I lb� , _ _ R I . �,�°. S, . 50.0. apo .,• ��' / . ----mim __ cam. - - - _:.:! �' �. AN EASEMENT FOR ACCESS AND ROADWAY PURPOSES IN FAVOR OF - - - - - --- ' c" ��G� THE KERN COUNTY WATER AGENCY RECORDED DECEMBER 1, 1981 IN �1~' - ��� QS��ti� -- - -- --- L _ - _ - __ _ �_�.rr:a.�,.'� BOOK 5421, PAGE 1531 OF OFFICIAL RECORDS. 1_ _____-----_---_ 7P�F J z i - -5 -_ PROPERTY BOUNDARY, HCP LIMITS AND GRADING LIMITS LINE KCWA (CROSS -VALLEY CANALI -- �`I EXISTING FENCE (PROTECT IN PLA -E) I PROPERTY BOUNDARY, HCP LIMITS AND GRADING LIMITS LINE t--E/,S_NG FEN --E ;`, " N PLA(E) LEGEND • ' • • • • • CONTRACTOR SHALL OVER -EXCAVATE, RECOMPACT AND PLACE FILL IN FUTURE PAD AREAS AS PER SOILS REPORT RECOMMENDATIONS. SOILS . . . . . . ENGINEER SHALL REVIEW GRADING OPERATIONS AND PERFORM COMPACTION • • • • • • • TESTS AS PER SOILS REPORT RECOMMENDATIONS. THIS AREA WILL BE INCLUDED IN FUTURE GRADING PERMIT. SOILS ENGINEER SHALL TRACK COMPACTION TESTS PER FUTURE PHASE AND LOT NUMBERS. KERN BOUNTY WATER AGENCY (CROSS VALLEY CANAL) N- NOF2TH TRACT 7317 I- 20'* EX. CHAIN-LINK FENCE *= SOUTHERLY 20' EASEMENT ,vREA WILL BE (PROTECT IN PLACE) I } a r al ,-, DEEDED TO KERN COUNTY WATER AGENCY BY SEPARATE INSTRUMENT PER C014DITIONS OF E XISTING � z I I LEVEE x 0 01 I I APPROVAL NO. 114) Im m II - - -\ I Z of bi '� \ x � o II FUTURE BLOCK WALL (I -I \ xI w 01 \ I ate . .I I \ I I I Ix a I I I1 \ (I 21 \ X1 1 1 „ FINISHED PAD \NATURAL I 6 0.69 GROUND I , 1� _.Q 6% 11 MATCH EXISTING A TYPICAL SECTION \11n+ NOT TO SCALE SCALE: 1 "= 40' IT 0 20 40 80 w Z: J I- J 11;,} w < W Q W a- J VJ W U) N - d2 LL at6 s moan W, W «a wui Z Lu w rnmwcnwwa,o aQz�F=��ZO` Z� O W vi ;E U j m f= F- r-orrOz�cnccr�lU zwwm00-i Z3 w w=o- _1Zcn m w4z �j§u. C:)���co2'w L9,x Q�_WFo� v>oopow- �'a�jzZcj a000 �ncn�, oZ� �Ir , Q'0 lL�,zm LL, �W�WW��;mZc F0I'D ooWoo,Qa Lu LLJ ww>- >OVZxcxna 0 w Q w m w t- CO p vajFxoz W �0oa, LLI�LF=Z-a'�Cn� o0�¢�wWzoa z�oQa=u<r=oa ZOWWW�-�ozQ O�Za�wjacno W g W W U WEL w�0 w LL d2 Q U wM I �0 m��m�=x :OWUOa-FP- ZCm7tpy�11x�UQ�p~ p x U (n w x a �wom�w=w00zg z?ai o}wI-c�U)oc'aLL, W 0Ww<Jj�O;m ==0a.=oaIx �F-oar-c>oIx d z_ M CIO W z E7 W M m U m 0 =) v co - x w ca (1) U) Z_ 104 <WmN W ,apt W a1 cert) 06 Z 2 o 0 va 4 Z LuM W U) T_F_ fV to � 00 0 0 N ft L NORTH SCALE: 1"=40' 0 20 40 80 000"` T-- < --- -- - -- W 400MEEW 4MENOW W ry z U) Q LEGEND \ < (D X S DESIGN ELEVATION I m z 0.20% FLOWLINE GRADE 0. 0. Q - - - LIMITS OF PAD PREPARATION I 0 `w000 ® STORM DRAIN MANHOLE r,� STORM DRAIN CATCH BASIN 1 ft 0/ = _ = = = = STORM DRAIN MAIN z T-- V EXISTING GROUND CONTOUR - - PROPOSED RIGHT-OF-WAY 0 P,*ftft W L : _v EXISTING ELEVATION . I 1 < �_ � ABBREVIATIONS TABLE O� U) FG= FINISHED GROUND 0 1 FL= FLOWLINE LL HP= HIGH POINT 0 < GB= GRADE BREAKU. EVC= END VERTICAL CURVE O BVC= BEGIN VERTICAL CURVE O� POVC= POINT ON VERTICAL CURVE PIVC= POINT OF INTERSECTION VERTICAL CURVE NG= NATURAL GROUND EP= EDGE OF PAVEMENT TOE= TOE OF SLOPE TOP= TOP OF SLOPE INV= INVERT OF PIPE NOR= NORMAL FLOWLINE DEP= DEPRESSED FLOWLINE FG**= FINISHED GROUND PER STOCKDALEU) RANCH DRIVE PLANS _= THIS SHEET ao 0 0 3 rn I N 0 / w Q' z i3 L__ O 0 -- a DATE 12/2112017 v CD PA JOB No. 3012 SHEET >_ a) O a � - � 3 / �71 0 COB RECORDS No. - OF 5 SHEETS � l \ \ Q \�1 w LL �, I _ �, 0 w ii LU Z ,N L9 Q. i 0 J m C`i § 11 W W i 0 w W LL W a a NORTH SCALE: 1"=40' 0 20 40 80 000"` T-- < --- -- - -- W 400MEEW 4MENOW W ry z U) Q LEGEND \ < (D X S DESIGN ELEVATION I m z 0.20% FLOWLINE GRADE 0. 0. Q - - - LIMITS OF PAD PREPARATION I 0 `w000 ® STORM DRAIN MANHOLE r,� STORM DRAIN CATCH BASIN 1 ft 0/ = _ = = = = STORM DRAIN MAIN z T-- V EXISTING GROUND CONTOUR - - PROPOSED RIGHT-OF-WAY 0 P,*ftft W L : _v EXISTING ELEVATION . I 1 < �_ � ABBREVIATIONS TABLE O� U) FG= FINISHED GROUND 0 1 FL= FLOWLINE LL HP= HIGH POINT 0 < GB= GRADE BREAKU. EVC= END VERTICAL CURVE O BVC= BEGIN VERTICAL CURVE O� POVC= POINT ON VERTICAL CURVE PIVC= POINT OF INTERSECTION VERTICAL CURVE NG= NATURAL GROUND EP= EDGE OF PAVEMENT TOE= TOE OF SLOPE TOP= TOP OF SLOPE INV= INVERT OF PIPE NOR= NORMAL FLOWLINE DEP= DEPRESSED FLOWLINE FG**= FINISHED GROUND PER STOCKDALEU) RANCH DRIVE PLANS _= THIS SHEET ao 0 0 3 rn I N 0 / w Q' z i3 L__ O 0 -- a DATE 12/2112017 v CD PA JOB No. 3012 SHEET >_ a) O a � - � 3 / �71 0 COB RECORDS No. - OF 5 SHEETS EROSION, SEDIMENT & DUST CONTROL PLAN SWPPP BEST MANAGEMENT PRACTICES GENERAL NOTES: FOLLOWING ARE GENERAL NOTES, THE CONTRACTOR SHALL REVIEW ALL APPLICABLE CODES AND REGULATIONS AND IMPLEMENT CONSTRUCTION SITE MONITORING PROGRAM AS NECESSARY TO MEET REGULATIONS. 1. BEST MANAGEMENT PRACTICES (BMPs) CONTAINED HEREIN REFLECT MINIMUM REQUIREMENTS. ALTERNATE METHODS PROVIDING EQUAL OR GREATER PROTECTION MAY BE UTILIZED. FOR ADDITIONAL BMPs REFER TO CALIFORNIA STORMWATER BMP HANDBOOKS. 2. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN AND IMPLEMENTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT, THE STATE'S GENERAL PERMIT, AND LOCAL STORMWATER MANAGEMENT PROGRAMS. CONTRACTOR SHALL OBTAIN A COPY OF THESE PROGRAMS FOR HIS OWN USE. 3. THE CONTRACTOR MUST IMPLEMENT AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROL ON ALL DISTURBED AREAS PER THE BMP HANDBOOK. 4. NON-STORMWATER DISCHARGES SHALL BE PROHIBITED FROM ENTERING ANY STORM DRAIN SYSTEM AND THE EXISTING STREET. 5. NON-STORMWATER MANAGEMENT CONTROLS AND WASTE MANAGEMENT CONTROLS SHALL BE PROPERLY IMPLEMENTED AS NECESSARY TO COMPLY WITH ALL APPLICABLE CODES. 6. SEDIMENT CONTROL PRACTICES SHALL EFFECTIVELY PREVENT A NET INCREASE OF SEDIMENT LOAD IN STORMWATER DISCHARGE. 7. ALL CONTROL DEVICES SHALL BE INSPECTED FOR PROPER INSTALLATION PRIOR TO QUALIFYING RAIN EVENTS AS OUTLINED IN THE GENERAL ORDER. 8. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES. NECESSARY MATERIALS SHALL BE AVAILABLE ONSITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR DAMAGED EROSION CONTROL MEASURES OR SEDIMENT CONTROL MEASURES WHEN RAIN IS IMMINENT. 9. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, DESILTING BASINS AND OTHER DEVICES. ANY DEVICES AND SLOPE SURFACE PROTECTION DAMAGED DURING A RAINSTORM SHALL BE IMMEDIATELY REPAIRED. 10. POLLUTANTS SHALL BE REMOVED FROM STORMWATER DISCHARGES TO THE MAXIMUM EXTENT PRACTICABLE (MEP) THROUGH DESIGN AND IMPLEMENTATION OF THIS PLAN. 11. PORTABLE SANITARY FACILITIES SHALL BE LOCATED ON RELATIVELY LEVEL GROUND AWAY FROM TRAFFIC AREAS, DRAINAGE COURSES AND STORM DRAIN INLETS. 12. EMPLOYEES, SUBCONTRACTORS AND SUPPLIERS SHALL BE EDUCATED BY THE DEVELOPER OR HIS GENERAL CONTRACTOR ON ALL BEST MANAGEMENT PRACTICES (BMPs) INCLUDING CONCRETE WASTE STORAGE AND DISPOSAL PROCEDURES. 13. THE CONTRACTOR SHALL PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS PROJECT. PREVENTATIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO MITIGATE THE IMPACT OF DUST AND PM10 EMISSIONS ACCORDING TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT REGULATION VIII (8). THE CONTRACTOR SHALL OBTAIN A COPY OF THE REGULATION FOR HIS USE. DUST CONTROL BEST MANAGEMENT PRACTICES: 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) AND PROVIDE WRITTEN NOTIFICATION TO THE SJVAPCD VIA FAX OR EMAIL WITHIN 10 DAYS PRIOR TO THE COMMENCEMENT OF EARTHMOVING ACTIVITIES (AFTER THE PLAN HAS BEEN APPROVED BY SJVAPCD). 2. THE CONTRACTOR SHALL PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS PROJECT. PREVENTATIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO MITIGATE THE IMPACT OF DUST AND PM10 EMISSIONS ACCORDING TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT REGULATION VIII (8). THE CONTRACTOR SHALL OBTAIN A COPY OF THE REGULATION FOR HIS USE. THESE MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. PRE -ACTIVITY: a) PRE -WATER SITE SUFFICIENT TO LIMIT VISIBLE DUST EMISSIONS (VDE) TO 20% OPACITY. b) PHASE WORK TO REDUCE THE AMOUNT OF DISTURBED SURFACE AREA AT ANY ONE TIME. B. DURING ACTIVE OPERATIONS: a) APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO LIMIT VDE TO 20% OPACITY. b) LIMIT ACTIVITY TO PERIODS OF LOW OR NO WIND, OR CONSTRUCT AND MAINTAIN WIND BARRIERS SUFFICIENT TO LIMIT VDE TO 20% OPACITY. c) APPLY WATER OR OTHER APPROVED SUBSTANCE TO UNPAVED HAUL/ACCESS ROADS AND UNPAVED VEHICLE/EQUIPMENT TRAFFIC AREAS SUFFICIENT TO LIMIT VDE TO 20% OPACITY AND MEET THE CONDITIONS OF A STABILIZED UNPAVED ROAD SURFACE. C. TEMPORARY STABILIZATION DURING PERIODS OF INACTIVITY: a) RESTRICT VEHICULAR ACCESS TO THE AREA. b) APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO COMPLY WITH THE CONDITIONS OF A STABILIZED SURFACE. IF ANY AREA HAVING 0.5 ACRES OR MORE OF DISTURBED SURFACE AREA REMAINS UNUSED FOR SEVEN OR MORE DAYS, THE AREA MUST COMPLY WITH THE CONDITIONS FOR A STABILIZED SURFACE AREA AS DEFINED IN RULE 8011. D. CARRYOUT AND TRACKOUT ON PUBLIC ROADS: a) ALL VISIBLE CARRYOUT AND TRACKOUT WITHIN 50 FEET OF THE SITE SHALL BE REMOVED AT THE END OF EACH WORKDAY. TRACKOUT BEYOND 50 FEET OR THE SITE SHALL BE REMOVED IMMEDIATELY. b) CLEANUP SHALL BE ACCOMPLISHED BY MANUAL SWEEPING OR APPROVED EQUIPMENT AND METHOD AS SPECIFIED BY THE SJVAPCD. c) THE USE OF BLOWER DEVICES OR DRY ROTARY BRUSHES OR BROOMS, FOR REMOVAL OF CARRYOUT AND TRACKOUT ON PUBLIC ROADS IS EXPRESSLY PROHIBITED. d) ANY PERMITS REQUIRED FOR MUD AND DIRT CLEANUP SHALL BE OBTAINED BY THE CONTRACTOR. VICINITY MAP NO SCALE TRACT 7317 PHASE 1 BAKERSFIELD, CALIFORNIA PROJECT STATISTICS 1. PROPERTY LOCATION: 2. LEGALLY RESPONSIBLE PERSON: 3. QUALIFIED SWPPP PRACTITIONER: (RESPONSIBLE FOR SWPPP IMPLEMENTATION) 4. QUALIFIED SWPPP DEVELOPER: (RESPONSIBLE FOR SWPPP PREPARATION) 5. PROJECT TYPE: 6. DISTURBED AREA: 7. AVERAGE DAILY EARTHWORK THROUGHPUT: LOT LINE SOUTH SIDE OF STOCKDALE RANCH DRIVE BETWEEN RENFRO ROAD AND HEATH ROAD TRACT 7317-1 IN THE CITY OF BAKERSFIELD, COUNTY OF KERN. STATE OF CALIFORNIA SEC. 3 T.30S. R.26E. GREG BALFANZ SUMMIT CAPITAL ADVENTURES. INC. 8701 SWIGERT COURT BAKERSFIELD. CA 93311 (661) 589-0717 FRED W. PORTER II PORTER & ASSOCIATES. INC. 1200 21st STREET BAKERSFIELD. CA 93301 (661) 327-0362 FRED W. PORTER II PORTER & ASSOCIATES. INC. 1200 21st STREET BAKERSFIELD, CA 93301 (661) 327-0362 RESIDENTIAL DEVELOPMENT EARTHWORK 37.05 GROSS ACRES 4.500 CY (APPROXIMATELY) BASED ON 20 DAYS OF ROUGH GRADING APPROX. 1.000 CY THEREAFTER FOR FINE GRADING. UNDERGROUND CONSTRUCTION, ETC. SWPPP NOTES ❑1 INSTALL 25'x50' GRAVEL ENTRY/EXIT PER BMP TC -1 ❑2 INSTALL 15 MPH SPEED LIMIT SIGN ❑3 INSTALL STORM DRAIN INLET PROTECTION PER BMP SE -10 ® INSTALL STOCKPILE MANAGEMENT PER BMP WM-3 Q INSTALL FIBER ROLLS PER BMP SE -5 OR SILT FENCE PER BMP SE -1 ALONG BOUNDARIES AS SHOWN FOR PERIMETER CONTROL. PERIMETER CONTROLS CAN BE REMOVED UPON COMPLETEION OF BLOCK WALLS WHERE APPLICABLE. © INSTALL CONCRETE WASHOUT PER BMP WW -8 ❑7 INSTALL GRAVEL BAGS IN CURB & GUTTER AT PROJECT AND PHASE LIMITS PER BMP SE -6 ® INSTALL NON-STORMWATER BMP'S AS REQUIRED PER BMP NS -8, NS -9, & NS -10. ❑9 INSTALL MATERIAL MANAGEMEN- BMP'S AS REQUIRED FOR PER BMP WM-1, WM-2, & WM--5. 10 INSTALL SANITARY SEPTIC WAS -E MAtiAGEMENT PER BMP WM-9. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION FENCING AROUND PERIMETER OF SITE TO RESTRICT UNAUTHORIZED VEHICLE ACCESS. HINGE -- ---A — — — — — — — -- RIGHT-OF-WAY - INSTALLFIBERFIBER ROLLS PER BMP SE -5 AT BACK OF SIDEWALK, TYP. SIDEWALK N 0 F2 -FH SCALE: 1 "=1 00' CURB & GUTTER 0 50 100 200 STREET CENTERLINE ALIFORNIA STORMWATER BMP HANDBOOK THE FOLLOWING CALIFORNIA STORMWATER CONSTRUCTION BMP'S SHALL BE CONSIDERED A PART OF THESE PLANS AND MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR AND QSP SHALL IMPLEMENT ADDITIONAL BMP'S AS REQUIRED DURING CONSTRUCTION. BMP NO. DESCRIPTION BMP NO. W 0 ® EC -1 0 O 3w �-: 0 az ogw F -a O J Wo = cr Q�� J Do CL (n STOCKDALE HIGHWAY U Q I � I ❑ I I _�J I I TRACT o VEHICLE AND EQUIPMENT CLEANING ❑ 7240 SOIL BINDERS ® NS -9 I L I � EARTH DIKES AND DRAINAGE SWALES ® I I ❑ A NON -VEGETATIVE STABILIZATION PROJECT SITE I NORTH HALF OF CONCRETE CURING ® SECTION 3 SILT FENCE NORTH HALF OF T.30S., R.26E. CONCRETE FINISHING SECTION 4 SE -2 I T.30S., R.26E. I 0 KERN COUNTY WATER AGENCY SE -3 SEDIMENT TRAP ® WM-1 VICINITY MAP NO SCALE TRACT 7317 PHASE 1 BAKERSFIELD, CALIFORNIA PROJECT STATISTICS 1. PROPERTY LOCATION: 2. LEGALLY RESPONSIBLE PERSON: 3. QUALIFIED SWPPP PRACTITIONER: (RESPONSIBLE FOR SWPPP IMPLEMENTATION) 4. QUALIFIED SWPPP DEVELOPER: (RESPONSIBLE FOR SWPPP PREPARATION) 5. PROJECT TYPE: 6. DISTURBED AREA: 7. AVERAGE DAILY EARTHWORK THROUGHPUT: LOT LINE SOUTH SIDE OF STOCKDALE RANCH DRIVE BETWEEN RENFRO ROAD AND HEATH ROAD TRACT 7317-1 IN THE CITY OF BAKERSFIELD, COUNTY OF KERN. STATE OF CALIFORNIA SEC. 3 T.30S. R.26E. GREG BALFANZ SUMMIT CAPITAL ADVENTURES. INC. 8701 SWIGERT COURT BAKERSFIELD. CA 93311 (661) 589-0717 FRED W. PORTER II PORTER & ASSOCIATES. INC. 1200 21st STREET BAKERSFIELD. CA 93301 (661) 327-0362 FRED W. PORTER II PORTER & ASSOCIATES. INC. 1200 21st STREET BAKERSFIELD, CA 93301 (661) 327-0362 RESIDENTIAL DEVELOPMENT EARTHWORK 37.05 GROSS ACRES 4.500 CY (APPROXIMATELY) BASED ON 20 DAYS OF ROUGH GRADING APPROX. 1.000 CY THEREAFTER FOR FINE GRADING. UNDERGROUND CONSTRUCTION, ETC. SWPPP NOTES ❑1 INSTALL 25'x50' GRAVEL ENTRY/EXIT PER BMP TC -1 ❑2 INSTALL 15 MPH SPEED LIMIT SIGN ❑3 INSTALL STORM DRAIN INLET PROTECTION PER BMP SE -10 ® INSTALL STOCKPILE MANAGEMENT PER BMP WM-3 Q INSTALL FIBER ROLLS PER BMP SE -5 OR SILT FENCE PER BMP SE -1 ALONG BOUNDARIES AS SHOWN FOR PERIMETER CONTROL. PERIMETER CONTROLS CAN BE REMOVED UPON COMPLETEION OF BLOCK WALLS WHERE APPLICABLE. © INSTALL CONCRETE WASHOUT PER BMP WW -8 ❑7 INSTALL GRAVEL BAGS IN CURB & GUTTER AT PROJECT AND PHASE LIMITS PER BMP SE -6 ® INSTALL NON-STORMWATER BMP'S AS REQUIRED PER BMP NS -8, NS -9, & NS -10. ❑9 INSTALL MATERIAL MANAGEMEN- BMP'S AS REQUIRED FOR PER BMP WM-1, WM-2, & WM--5. 10 INSTALL SANITARY SEPTIC WAS -E MAtiAGEMENT PER BMP WM-9. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION FENCING AROUND PERIMETER OF SITE TO RESTRICT UNAUTHORIZED VEHICLE ACCESS. HINGE -- ---A — — — — — — — -- RIGHT-OF-WAY - INSTALLFIBERFIBER ROLLS PER BMP SE -5 AT BACK OF SIDEWALK, TYP. SIDEWALK N 0 F2 -FH SCALE: 1 "=1 00' CURB & GUTTER 0 50 100 200 STREET CENTERLINE ALIFORNIA STORMWATER BMP HANDBOOK THE FOLLOWING CALIFORNIA STORMWATER CONSTRUCTION BMP'S SHALL BE CONSIDERED A PART OF THESE PLANS AND MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR AND QSP SHALL IMPLEMENT ADDITIONAL BMP'S AS REQUIRED DURING CONSTRUCTION. BMP NO. DESCRIPTION BMP NO. DESCRIPTION ® EC -1 SCHEDULING ❑ TC -3 ENTRANCE/OUTLET TIRE WASH ❑ EC -2 PRESERVATION OF EXISTING VEGETATION ® NS -1 WATER CONSERVATION PRACTICES ❑ EC -4 HYDROSEEDING ® NS -8 VEHICLE AND EQUIPMENT CLEANING ❑ EC -5 SOIL BINDERS ® NS -9 VEHICLE AND EQUIPMENT FUELING ❑ EC -9 EARTH DIKES AND DRAINAGE SWALES ® NS -10 VEHICLE AND EQUIPMENT MAINTENANCE ❑ EC -16 NON -VEGETATIVE STABILIZATION ® NS -12 CONCRETE CURING ® SE -1 SILT FENCE ® NS -13 CONCRETE FINISHING ❑ SE -2 SEDIMENT BASIN ® NS -14 MATERIAL AND EQUIPMENT USE ❑ SE -3 SEDIMENT TRAP ® WM-1 MATERIAL DELIVERY AND STORAGE ® SE -5 FIBER ROLLS ® WM-2 MATERIAL USE ® SE -6 GRAVEL BAG BERM ® WM-3 STOCKPILE MANAGEMENT ® SE -7 STREET SWEEPING AND VACUUMING ® WM-4 SPILL PREVENTION AND CONTROL ❑ SE -8 SANDBAG BARRIER ® WM-5 SOLID WASTE MANAGEMENT ® SE -10 STORM DRAIN INLET PROTECTION ® WM-6 HAZARDOUS WASTE MANAGEMENT ® WE -1 WIND EROSION CONTROL ® WM-8 CONCRETE WASTE MANAGEMENT ® TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT ® WM-9 SANITARY/SEPTIC WASTE MANAGEMENT ® TC -2 STABILIZED CONSTRUCTION ROADWAY _0 pa V0 wOcn m J w w w y Z LLw tnm=Z watf h O F F �i Z 0 Z w=�zF'zww�o (rcnmwz >m Q ���-00: � w m2�Jcn=mz- W m o w l w co cn o zFU~N�O�LLi.�� w<w�-ZpFOp� QOwxpr Fwz zZ��LUi�rz Oa>~..w Ciw�W UU) MZ0 W Vj coz m O ww> >0UpmCOw z ow w�wzz� Q= p LL]LL�ZZ�o�-m 0 0§ z w W Z p p 0'tQwD'wp=U o�=0QoaZ0zZoaawm QzLp==OEH=zwpL LL�zm �Zcncnw Uzpwt-WwpW C -L > U vaiw�=Z ¢ V ZOy Q�Ow8Oa�'T Cm9c=i�, =�z¢QOo Z p 2 U� w= W w ?j zz ~O > p J N Q LL O W. 'pm O w W J — w pLLZ>U)COaai O}U) aU)Om�Yw Q w 0 w w- z o j m wwVOwz>'rai>> F-F-oaaF-00Xa2 UNDERGROUND SERVICE ALERT Cf SOUTHERN CALIFORNIA D AL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG —tet - ' /�;•1,� I I III III+� "''r>'��- _ - � - - - - -_ ——_-- ---------------/ �— — — — — — — — — — — — — _------STOCKDALE--- RANCH-- ----_ -----` A TYPICAL LOT BMP'S - N.T.S. cn \ —\�j l x J i 20 x / e _ g - =r. -sr Zr fie-+-� x -- 4_ 3 - x LI 49 I—x x --- // STOCKPILE AREA k I I I III I III III n i TRACE 7317 FUTURE PHASES / i I I JII I II I III I STAGING I \ �\ \ X 10 � // �� \ I // `\L---L---/� 1 AREA �% STOCKPILE % \ AREA TRACT 7317 4 \ \ 1 I / I FUTURE PHASES 'I= U _ z O m u') LV z E 7 W O M < co —a) 0 c a) _zY Qrr.mN 1111 ,max W m M �J Z N O ce ti U) N Lu Z W � r, N O O O O 004 r CL T N N I 3 0 V T� z CL J 0 LJ.� F— z 0 0 U) 06 z w w W z 0 U) 0 w LLJ � � N ZJ CL U \ I�- o p fy w N LL � W \` 0 O a LU w z Z w o J w L m W LL ate.. o a T N N I 3 0 V T� z CL J 0 LJ.� F— z 0 0 U) 06 z w w W z 0 U) 0 w LLJ � � o ZJ CL U I�- �- p M J � W LL 0 Q W � � Q m DATE 12/2112017 PA JOB No. 3012 3 SHEET I i o.. a. cn 0 COB RECORDS No. OF 1 SHEETS REVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE REVIEWED BY.- ASSISTANT Y:ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE STUART J. PATTESON RCE 44898 APPROVED BY: Ir - PUBLIC PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS FIDLER C 61069 NCHMARK US Lf I DATE NGS BM # FU1622 ELEV = 337.10' USGS NAVD 88 BENCHMARK DISK IN CONCRETE MONUMENT STAMPED "E 365 1953", 0.9 MILE SOUTH ALONG U.S. HIGHWAY 99 FROM THE GREENFIELD STATE BANK AT GREENFIELD, IN R28E T31S S8, ABOUT 89 YARDS SOUTH OF THE T JUNCTION OF DI GIORGIO ROAD LEADING EAST, AT THE EAST SIDE OF A FARMHOUSE YARD, 48.9 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 35 FEET WEST OF THE CENTER LINE OF THE WEST LANES OF THE HIGHWAY, 15.6 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE WALK LEADING TO THE HOUSE, 6 1/2 FEET SOUTHEAST OF A 30 INCH PALM TREE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. AL DESCRIPTION: THE SOUTH 100 FEET OF LOT 1 IN SECTION 35, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D,B.M., IN THE UNINCORPORATED AREA OF THE COUNTY OF KERN, STATE OF CALIFORNIA, AS PER THE KERN COUNTY SALES MAP NO. 1, RECORDED MAY 3, 1889, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, EXCEPTING THEREFROM ANY PORTION OF SAID LAND DESCRIBED AS PARCELS 1, 2, 3 AND 4 OF PARCEL MAP 6608 RECORDED OCTOBER 27, 1982 IN BOOK 28, PAGE 175 OF PARCEL MAPS. ALSO EXCEPTING THEREFROM ANY PORTION OF SAID LANG DESCRIBED IN OFFER OF DEDICATION FOR INGRESS, EGRESS, ROAD AND INCIDENTAL PURPOSES RECORDED OCTOBER 13, 1982 IN BOOK 5496 PAGE 539 OF OFFICIAL RECORDS, ACCEPTED BY DOCUMENT RECORDED NOVEMBER 5, 2002 AS INSTRUMENT NO. 0202186766 OF OFFICIAL RECORDS. BASIS_ OF BEARINGS: BEARINGS ARE BASED ON THE CENTERLINE OF WIBLE ROAD BEING NORTH 00'35'06" EAST PER PARCEL MAP NO. 6608, P.M.B. P.M.B. 28/175. VICINITY MAP NO SCALE CALIFORNIA WATEX SFIVW-, y1m, MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. COLLECTOR STREET 100 99 0.45' A.C./0.50' A.S. PANAMA LN S.F. 6" CURB AND GUTTER 101 0 6" THICK DRIVE APPROACH 350 0 4" THICK SIDEWALK 594 i SAWCUT 122 L.F. AC REMOVAL AND DISPOSAL 585 q BEGIN VERTICAL CURVE EVC- W a POINT OF REVERSE CURVATURE � s POINT OF COMPOUND CURVATURE POC- POINT ON CURVE GB- HOSKING AVENUE HP- HIGH POINT VNt McKEE RD PROJECT "- Sl TE 99 VICINITY MAP NO SCALE CALIFORNIA WATEX SFIVW-, y1m, MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. COLLECTOR STREET 100 L.F. 0.45' A.C./0.50' A.S. 2,650 S.F. 6" CURB AND GUTTER 101 L.F. 6" THICK DRIVE APPROACH 350 S.F. 4" THICK SIDEWALK 594 S.F. SAWCUT 122 L.F. AC REMOVAL AND DISPOSAL 585 S.F. LEGEND CL- CENTERLINE DWY- DRIVEWAY FL- FLOWLINE BCR- BEGIN CURB RETURN ECR- END CURB RETURN PI- POINT OF INTERSECTION EC- END CURVE BC- BEGIN CURVE PIVC- POINT OF INTERSECTION VERTICAL CURVE POVC- POINT ON VERTICAL CURVE BVC- BEGIN VERTICAL CURVE EVC- END VERTICAL CURVE PRC- POINT OF REVERSE CURVATURE PCC- POINT OF COMPOUND CURVATURE POC- POINT ON CURVE GB- GRADE BREAK HP- HIGH POINT SHEET No. INDEX CD TITLE SHEET O DETAILS—GENERAL NOTES CD WIBLE ROAD—PLAN AND PROFILE LEGEND aX SHEET INDEX NUMBER DIRECTION OF DRAINAGE CONCRETE MONUMENT {-} LED STREET LIGHT ,EL, CB#12 CATCH BASIN w/NUMBER NOTE: SIGN NUMBERS ARE FEDERAL CODE UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES KEY MAP SCALE: 1'=200' N z MSF o0 �� wa�o0�'�ce zov55�F=w • • fKU0QOO�Z5 ou�wcnw0uj ui oQ� _ M Z 6 0M W V U t' acw�wtn� w n Qo��aR wwz��woa ax� cwr— ��zwD r� >-zus U~¢ O VJZMW� Qa0 m¢ U w Q n Z m-? W V L www�j i-- LLJ vi�V)awwpw Li ZOYQwQUO Q Q = Z U QmV000e(F.Z z<lb-xoz CD 49 ttL0ow8 wVU+—UOz0 wwwow�Lu rr� W F -c0`. < o w UNDERGROUND SERVICE ALERT 0 SOUTHERN CALIFORNIA • DIAL 7OLLFREE la0-227-2W AT LEAST TWO DAYS BEFORE YOU DIG ENGINEERING DEPARTMENT R ONS - PLAT SHUT ATO.: BK -48--33 BK -48-34 AS SHOWN DRU►N AY: LGH D)p'SIGNED 7- FP2 CBIMD BY: DATE: APPROVED BY: DATE: 9?,pF ES;,* /� RCF 33448 CA`s �F Lo E, W Dmr ,oN E3 mw E" Pur mma sygm sclomme ❑ __�_ scum= F-1 PLAT SHUT ATO.: BK -48--33 BK -48-34 AS SHOWN DRU►N AY: LGH D)p'SIGNED 7- FP2 CBIMD BY: DATE: APPROVED BY: DATE: 9?,pF ES;,* /� RCF 33448 CA`s �F Lo E, W E-+ E" =+ E— w J U) DISTiZI(T: BAKERSFIELD DATE: 1/0/2019 PROJECT ID.: 0009902_1 DRAWING NO.: BK --11500 SST 1 OF 3