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HomeMy WebLinkAbout1.7-7317 Ph 3J OWNER: SUMMIT CAPITAL VENTURES, INC NAME 8725 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 ENGINEERS NAME & LICENSE # 4400 YEAGER ADDRESS BAKERSFIELD, CA. 93313 CITY, STATE, ZIP L61) 831-5100 PHONE # GRADING CONTRACTOR: COMPANY NAME BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF PADDINGTON STREET AND STOCKDALE RANCH DRIVE. ELEVATION = 350.57 (CIIY 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.U.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 1HE BASIS OF BEARINGS SHOWN UPON THIS MAP. PARCEL 4 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. x a I I I NORTH HALF OF SECTION 4 jT.33,0S., R.26E. KERN COUNTY WATER AGENCY TRACT 724-0 NORTH HALF OF SECTION 3 T.30S., R.26E N_ VICINITY MAP NO SCALE 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. HCP- DISTURBED AREA (DUE PER THESE PLANS) 16.08 GROSS ACRES ALL OTHER HCP -DISTURBED AREA FEES WERE PAID AS PART OF 'TRACT 7317-1 GRADING PLAN" PREPARED BY PORTER & ASSOCIATES, INC. APPROVED 12-08-17 AND PER "STOCKDAI.E RANCH DRIVE - PHASE B PLANS" PREPARED BY PORTER & ASSOCIATES, INC. APPROVED 1-15-19. FRED W. PORTER, R.C.E 33448 DATE GRADING LIMITS — HCP AREA BIO CLEARANCE SURVEY LINE TABLE LINE BEARING LENGTH If 5605907E 74.81' 72 N29'005YE 3800' L3 S6U'59'0TE 65.06' L4 N34'31'441, 306.67' L5 S89'39'44'E 197.31' L6 S0719'40'W 65.88' L7 N0035'45"E 512.07 LB 5061553"'N 49.15' L9 N89'2415 W 9759tl' L1 f, 509'31 24'W 70 00' L11 500'35'45"W 138 09 L12 506'1553 W 10910' L13 N83Y4'1�W 22327 SHEET N®. INDEX Q TITLE SHEET O GENERAL NOTES SOILS REPORT TEMPORARY DRAINAGE BASIN Q GRADING PLAN NORTH HALF O GRADING PLAN SOUTH HALF ® GRADING PLAN OFF --SITE AREA TYPICAL SECTIONS 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 OVER --EXCAVATION FILL* (INCLUDES OVER -EX.) EXPORT** COMPACTION FACTOR DISTURBED AREA TOTAL NUMBER OF LOTS 32,450 CURVE TABLE CY t CURVE RADIUS LENGTH DELTA TANGENT Ct 2078.00' 653.04' 1800'21" 329.23' C2 2078.00' 133.50' 340'51' 66.77' C3 2145.00 20.23' 0'32'25" 10.12' C4 2193.00'_754.71' 1'427" 32.36' C5 2263.00 68.70' 144'21° 34.35' - CB 1560.00' 70.18' 2'34'40' 35.10' SHEET N®. INDEX Q TITLE SHEET O GENERAL NOTES SOILS REPORT TEMPORARY DRAINAGE BASIN Q GRADING PLAN NORTH HALF O GRADING PLAN SOUTH HALF ® GRADING PLAN OFF --SITE AREA TYPICAL SECTIONS 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 OVER --EXCAVATION FILL* (INCLUDES OVER -EX.) EXPORT** COMPACTION FACTOR DISTURBED AREA TOTAL NUMBER OF LOTS 32,450 CY t 64,781 CY t 97,231 CY t 0 CY ± CO Y W w m 1289 27.50 GROSS ACRES 54 BUILDABLE wzowaW201_` 19 FFFy�u-f, *FILL QUANTITIES ARE "COMPACTED IN-PLACE" VOLUMES. **TO BE PLACED AND COMPACTED IN "OFF-SITE" AREA The GRADING PLAN as shown on this drawing is hereby approved, subject to any indicated c0rrectiOns or elections. Approval by file Public Wore, Department antl Building Department indloates approval only as to design criteria used antl conformance to Gey Sendards. Cores and Ordinances. EmPlioer for the subdivider n develupnr shall be responsible for accuracy of calculations for this plan antl mall submit a certified "as -graded' plan atter completion of the grading. APPROVED BY: [)ate NOTE: IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT' (NOI ) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. Lg09-009-DW Q 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 5F15C386748 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. N()TE: 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 `NAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. NOTE. THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 29. NOTE: BLOCK WALLS SHALL BE DONE UNDER A SEPARATE PERMIT, NOT PART OF THESE PLANS. UNDERGROUND SERVICEALERT 0¢c oae DIAL TOLL FREE 1804227.2600 AT LEAST TWO DAYS BEFORE YOU DIG FUTURE PHASE 5 FUTURE , / / v vim / �� ��_-/-jII PHASE2_� </ �' ��v��v ,/, / HCP LIMITS PER STOCKDALE t ,i / v �� `� rA RANCH DRIVE PLANS - PHASE B--I--�-� �� I HCP & CONSTRUCTION LIMITS / (PER THIS PLAN) \ /-U / C7�r, -'as..- _ - - — -I- - - �I�- - URfTAGING'� AREACH=====1= I`C s N y \ 4 \1�C2 - R -------- `,gz7GN_ 3 z CJ �I I 1-- 4__ -4-- � 1 I r I I I I l �LFUTURE /� �� // g C10 �Jj LL �. / 27 11 Y ­—PHASE 6 / \ 12— 26 25 4 15 z \/\ \ / / /•IJ / ~� `�Y ��. 24 J I IUi�''II I II I K J 23I� 22 iy-H. HCP'LIMITS PER TRACT 7317-1-,_�" w ¢ 21 20 L13 U Ia I�fl 29 EXISTINGI -V �._ 119 1B 17 ill h/oy? s0 S Car -J I r PHASE 1 1 z Q 2 33 w _ f��_IF CD HCP LIMITS (PER THIS PLAN) o II I 11 I� II w ; \ \ T 37 36 as 46 54 CONSTRUCTION LIMITS IIICn 34 .� - (PER THIS PL 49 45 --� FUTURE /i/ / BARKER—COURT 53 �'yL ( 7 -- �� PHASE o j� CONSTRUCTION LIMITS 43 -V EXISTING )® — 39 \\\S- \ (PER THIS PLAN) 40 41 42 43 so 67 sz // \ PHASE 1 // \ LIMITS PER TRACT 7317-1 I I I I 1 KEY _ MAP llt�', ��. a�stfrALA a,' �; 11—-1,5113 SCALE: 1'=200' A.P.N.= A PORTION OF 534-010-17 COB RECORDS No. REO veD O d U O WwQO '' m o,eF LLT iU U ZWNW wZli~ ®V 0 Szr-Sod N fix DO N i 2 z ti z w m ow o CO Y W w m rtm x,wiN>F°'a' F b 0 N 0a'G�o��c`?z ww¢ Ezm wzowaW201_` 19 FFFy�u-f, ¢z zo OOQ� N 4-• OWUmtwi) ozd=4r,, in, z Ki LL z 89w ww-ti zO 0-00.0Z-0. Owzw O�WrmO w aQ`r3.mEzz,wi, Q 1 Q zF W p Q Q m 6 o-a9oww=�a z�o�O1a0oo p6`!1pwLLW�-d'OZZs, Zp'2UWU6s, Z d W> Q m Q a� O x V O Z z LL QW UW,-zwxo u�Zm?i 6�wmU W4�w Uw�OWrwi O d >4UwV�gO z-�OwOury grF VOd-ti N3¢. uiFQWW jc�� U' m W L K JQ O pQ Z (LW O wuw Q2UVIw2 Uzi -x .>4m, Q¢r-U iuog Ow ymJ_m w�ouz mm¢u ''p¢m mw O�zEi Q WU�p>1- 2-xN 2 a ... Y KS011IIIZO FI-OdFUQK<� a d a Liu 0 •1 G p Kmzg pd Off W Z V p J O z Q'J¢ZNz¢Ow �¢ w x J UJ` Liu w gD¢L1,�1 vip U �q� LU U. W W z z H zLLJ �z0F)U)m~ irLiu <__110 _J Ei: W W J wOZ WOOU2� iffick LLY z OCO W u'^� z I_"..-{ ir�rraw'0 al "^f., W O—W GON J- 0Wm I�zi"w_<WWWrGO Go Cn ow WwSzwOr FOV CO'D ¢ ��OZUfn < I= O W W J <0 z � U 0]� >—ZOa NF- may/ Id— aPta_G(rj Wo Vl OzZWQ LJJ put 2n, 19 of—ir w. z >�� a O.UD� zOfT-Iw-0O ¢ OU Go ZW O Oh \✓ dW U> zol- } DONUD w 0Eu �> I1I =200ooc)ai DATE 5/14/2019 I I I I 1 KEY _ MAP llt�', ��. a�stfrALA a,' �; 11—-1,5113 SCALE: 1'=200' A.P.N.= A PORTION OF 534-010-17 COB RECORDS No. REO veD CIT{ 0iJ3..:tn+s; kIUILDiP IR�N1': LLT iU U CO ®V 0 a VY ) Z Y N fix DO N „„yy(( LLI d Z N b CO Y W w m b 0 N CL I O d w tutu m O wuw Ow to � a a ��GNNEER � b •1 d U U 9 pd Off �y^y A J UJ` �q� LU U. UJ co CO W _J LL iffick iMAYr 2n, 19 ei w. z DATE 5/14/2019 PA JOB No. 3104 SHEET OF 5 SHEETS k GENERAL NOTES 'NT OF TRANSPORTATION I ARTML - IS PLAN, THE STATE OF CALIFORNIA DEP 1. ALL CONSTRUCTION SHALL CONFORM TO THIS -BAKERSFIELD ORDINANCE F FI CALIFORNIAA IAND BUILDING CODE CITY OF LATEST EDITION, THE L STANDARD SPECIFICATIONS, 10N PREPARED BY SOILS ENGINEAPID. THE GEOTECHNICAL INVESTIGATION LATEST EDITION, INC.AND STANDARDS PERTAINING THERETO DOCUMENTS . JOB N0. 17-16385, H5, DATED DECEMBER 15, SHA AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL MAKE A PART HEREOF. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE AFT THE PROPOSED CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. THESE STANDARDS, DRAWINGS AND DE I 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 STREETPERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR - SECURED BY AN ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN TIE STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. T 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 ONSFOR VERIFYING DIMENSIONS DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. SIONS. 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 THE 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 1S 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, DRAWNGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHAH 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 AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND PLOT BE LIMITED TO P D THE OWNER AND NORMAL WORKING HOURS; AND THAT THE ALL LI CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ENGINEERPERFORMANCE HARMLESS FROM ANY AND ALL LIABILITY, REAL BI 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. 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. 16, NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT NTH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 17, ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). 18. 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. 19. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL DECLARING 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. AIL 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 PROPOSED C.O.B. STD. DWG. ST -12. 6. SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURING TIE 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 ENGINEERING GEOLOGIST OF RECORD IS CHANGED DURING GRADING, THE WORK SHALL BE STOPPED UNTIL THE 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. e. 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 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). 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 OF A + FACE AREA REMAINS "UR DISTURBED o STABILIZED SURFACE. IF ANY AREA HAVING E ACRES OR MORE OF B FOR A STABILIZED ' E OND( TIONS UNUSED FOR SEVEN OR MORE DAYS, THE AREA MUST COMPLY WITH THE C 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. ANY OBTAINED BY THE CONTRACTOR D. API, PERMITS REQUIRED FOR MUD AND DIRT CLEANUP SHALL DE I 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. THE 0 GROUND DISTURBANCE CULTURAL RESOURCES ARE UNCOVERED, URING CONSTRUCTION ACTIVITIES R 10. IF D CONTRACTOR SHALL STOP WORK AND RETAIN A QUALIFIED ARCHEOLOGIST FOR FURTHER STUDY. THE CONTRACTOR SHALL NOTIFY THE PROPER AUTHORITIES AND BE SUBJECT TO ANY MITIGA LION MEASURES REQUIREDUIREO BY THE ARCHAEOLOGIST. SUBSURFACE 11, DURING GRADING, REASONABLE SEARCHING SHOULD BE PERFORMED FOR CONCEALED 5 OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHOULD BE REMOVED.THE TERMINUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT OBREMOVED LIMITS, THE PIPING SHOULD BE REMOVEDD WITHIN THE PROJECT AND PROPERLY CAPPED AT THE PROJECT BOUNDARY. T THE CONTRACTOR'S SHALL BE REMOVED BY THE CONTRACTOR A ONSITE R OFFSITE OBSTRUCTIONS 12. ALL N 0 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 FOUNDATONS, PIPELINES OR THE LIKE, SHALL BE FILLED AS REQUIRED BY THE GEOTECHNICAL ENGINEER, TES NTINU r dLADINC, _ Pd�,_s_._C. ih. GROUND SURFACES TO RECEIVE CONCRETE DRIVEWAYS WAYS AND BITUMINOUS PAVEMENTS SHOULD BE SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF 72 INCHES BELOW THE EXISTING GROUND SURFACE IN AREAS TO BE FILLED, UNLESS ION IN SPECIFIED IN THE GEOTECHNICAL INVESTIGATION OR DIRECTED BY THE MAXIMUM DEN ENGINEER. COMPACTION PI IN PROPOSED PAVEMENT AREAS SHOULD U TO A MINIMUM OF 95% OF THE MAXIMUM DENSITY AS UM (STANCE OF 2 FEET BEYOND THE OBTAINED BY ASTM TEST METHOD 01557-78, AND SHOULD EXTEND TO A MINIM D OUTSIDE EDGES OF PAVEMENTS, SURFACES TO RECEIVE CURBS, GUTTERS AND SIDEWALKS SHALL BE SCARIFIED AND COMPACTED TO A MINIMUM OF 907 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 BOTTOM OF FOOTING OR 24 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. THE DEPTH OF O'`/EREXCAVATIQN 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. 7 THE AREAS I 0.1 FOOT OF SUBGRAD_. IF SUCH RE PA N AREAS TO WITHIN OR SHALL GRADE THE VI G 1 GRADING CONTRACT ' F ELEVATION AFTER COMPLETION OF OR THAN 0.1 FOOT DESIGN SUBGRADE ULD B FOUND TO BEM E FROM THE SHO E GRADING, THE GRADING CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 18, SURFACE DRAINAGE SHALL BE 1% MINIMUM, EXCEPT AS 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. FLL AREAS SLOPING STEEPER TITAN 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 TIE 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 UNCOMPACIE.D THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT (OR A MOISTURE CONTENT COMMENSURATE WITH EFFECTIVE COMPACTING AND SOIL STABILITY). ENGINEERED FILL MATERIALS 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 ONE'!. 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 SET`NEEN 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 TIE GRADING PERMIT. 29. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. - 60.IT IS THE RESPONSIBILITY OF THE DEVELOPER AND THE CONTRACTOR TO (A) FAMILIARIZE -THEMSELVES WITH THE FOREGOING RECOMMENDATIONS, (8) 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 DIRECTOR. (THESE ITEMS MIGHT INCLUDE BURIED TRASH OR VEGETATION, PIPELINES, ABANDONED WELLS, OLD FILLS, ETC.) 31. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL GEOFECHNICAL INVESTIGATION COVERING THE SITE PREPARATION AND GRADING SHALL BE SUBMITTED TO THE ENGINEER AND BUILDING DEPARTMENT BY THE GEOTECHNICAL ENGINEER. AFTER COMPLETION OF THE GRADING, THE 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. 32. 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. S. ROUGH - WHEN APPROXIMATE FINAL ELEVATIONS HAVE BEEN ESTABLISHED; DRAINAGE TERRACES; SWALS 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; AIL DRAINAGE DEVICES NECESSARY TO DRAIN THE BUILDING PAD HAVE BEEN INSTALED, SLOPE PLANTING ESTABLISHED, IRRIGATION SYSTEMS INSTALLED AND THE AS -GRADED PLANS AND REQUIRED STATEMENTS HAVE BEEN SUBMITTED. 33. 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 CRATING 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. 34. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. SOILS REPORT GRADING RECOMi�AENOATIONS 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. L EARTHWORK EARTHWlORK 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 UNI£SS OTHERVSE SPECIFIED HEREIN, SOIL AND OTHERR 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 T GRADING EXISTING GROUND SURFACES SHOULD BE STRIPPED OF SURFACE VEGETATION I - THREE INCHES IS GENERALLY ADEG DEPTH OF ONE TO AND HIGH. `JOLUMc ROOT MASSES. A STRIPPIN P INCORPORATED STRIPPED MATERI SHALL NOT BE USED AS ENGINEERED FILL OR BLENDED WITH OR INCORPORATED INTO ANY MATERIALS WHICH WILL UNDERLIE ANY STRUCTURES OR OTHER IMPROVEMENTS INCLUDE A ROOTS LARGER ON THE PROJECT. REMOVAL A TREES OR OTHER LARGE PLANTS SHALL I1 ALL 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: - BELOW THE LOWEST EXISTING L EXCAVATE EARTH MATERIAL O A MINIMUMSTRUCTURE DEPTH OF TWO (2) FLET B `T RE AREAS. GRADE IN EACH OF THE PROPOSED STRUC U L Y THE SOIL ENGINEER OR HIS 2 THE BOTTOM OF THE EXCAVATION SHALL BE REVIEWED B ' TWELVE INCHES OF MATERIALS OPERATIONS. THE TOP REPRESENTATIVE PRIOR TO ANY BACKFILL E EXPOSED AT THE BOTTOM OF THE EXCAVATION SHALL BE SCARIFIED AND COMPACTED TO A MINIMUM OF 90 PERCENT OF ASTM D1557. EXCAVATED AND IMPORTED SOILS TO NEAR THE OPTIMUM MOISTURE OR TO A MOISTURE MOISTEN 3. E CONTENT CONSISTENT WITH EFFECTS COMPACTION AND SOIL STABILITY. COMPACT MOISTENED SOILS TO A MINIMUM OF 90 PERCENT OF 'THE MAXIMUM DENSITY OBTAINED BY ASTM TEST METHOD D1557. EDGES OF EXTERIOR FOOTINGS AND WORK TO LINES AT LEAST FIVE 5 FEET BEYOND THE OUTSIDE t 4. NO ( ) TWO FEET BEYOND PAVEMENT EDGES. REVIEW: PRIOR TO ANY COMPACTION OR BACKFILL ACTIVITIES, THE BOTTOM OF THE EXCAVATION SHALL BE REVIEWED BY THE GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. IF INDICATIONS OF PREVIOUS FILL, DISCOLORATION, LOOSE OR COMPRESSIBLE MATERIAL, 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 80% FILL PLACEMENT IN EXCAVATIONS SHALL NOT PROCEED UNTIL THE GEOTECHNICAL 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 EXCAVATION HAS BEEN REVIEWED, THE SOIL SURFACE SHOULD BE PROOF -ROLLED NTH A LOADED SCRAPER OR OTHER EQUIPMENT NTH HIGH WHEEL LOADS. PROOF -ROLLING IS INTENDED TO IDENTIFY LOOSE AREAS WHICH COULD REQUIRE ADDITIONAL EXCAVATION AND COMPACRON. PROOF -ROLLING SHOULD BE PERFORMED AT A NORMAL WALKING SPEED. WHEEL TRACKS SHOULD COVER THE ENTRE 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 Tial LIFTS. ADJUST THE MOISTURE CONTENT OF THE MATERIAL TO BE COMPACTED AS NEEDED (REFER TO PARAGRAPH I.B 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 COMPACTION REQUIREMENTS. TABLE -- - - - COMPACTIONDEPTH _ _ nc t I Hau h o I ft. Above To of P 215" Below Are Are. ft. Pipeta 2'6" Finished Grade 0 MAXIMUM LIQUID LIMIT......................................_.__,..._...................._.. b ve Top Ao Below FinishedSub m de 9 MINIMUM R -VALUE FOR PAVEMENT AREAS... - .... .................. Of Pi )e Pinishetl Gradede ... 35 Structural 90% 90% 90% Pavements - 90% 90% 90% -. NanSimctural 90% - - 90% 90% E ENGINEERED FILL EARTH MATERIALS OBTAINED ON SITE ARE ACCEPTABLE FOR USE AS ENGINEERED FILL PROVIDED THAT ALL GRASSES, WEEDS AND OTHER DELETERIOUS DEBRIS ARE FIRST REMOVED. ENGINEERED FILL MATERIALS SHOULD BE PLACED IN THIN 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 TEST METHOD D1557, PLACING, SPREADING AND COMPACTING FILL MATERIALS,HN 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 1`11F SIEVE FOR BUILDING AREAS ............................. 15 MAXIMUM PERCENT RETAINED %" SIEVE FOR LANDSCAPE AREAS........ ............... .. MAXIMUM PERCENT RETAINED V/ SIEVE FOR PLAY FIELDS... .... ........... . ................ . MAXIMUM LIQUID LIMIT......................................_.__,..._...................._.. 40 MAXIMUM PLASTICITY INDEX ... ...... .............................. ..._- ... .................. 14 MINIMUM R -VALUE FOR PAVEMENT AREAS... - .... .................. 50 MINIMUM R -VALUE FOR BUILDING AREAS ..... ............. .............._..................... ... 35 MAXIMUM EXPANSION INDEX (PER 2013 CBC) ................. ...... .... I................. 20 F. DRAINAGE SHOULD BE SLOPED TO PROVIDE ND GRADES ADJACENT TO THE PROPOSED STRUCTURES FINISHED GROUND ' N'. NO AREAS SHOULD BE CONS1RUCfED THAT Y FROM THE FOSITE, RO 5 POSITIVE FREE DRAINAGE AWA F 0 UPON ME SITE FROM OUTSIDE WOULD ALLOW DRAINAGE GENERATED ON THE SITE, OR WATERBS.IMPINGING SOURCES, TO POND 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 (HORIZONTAL TO VERTICAL) IN ACCORDANCE WITH THE 2013 UNIFORM BUILDING CODE. FINISHED SLOPES NEARER THAN FlVE FEET FROM BUILDING 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. - 7 AND N ACCORDANCE M1 0 90% OF ASTM 0155 I H SLOPES SHALL DE COMPACTED TO A MINIMUM F THE LL Y BE ACHIEVED BY OVERFILLING APPENDIX A. THIS MAY - F SPECIFICATIONS FOR NGEARTHWORK. WITH FH_ GUIDE SPE6 I THE CONSTRUCTED SLOPE AND LEVEL A COMPACTED FINISHED SURFACE, ROLLING THE SLOPE FACE WITH A SHEEPSFOOT AS THE LEVEL OF THE FILL IS RAISED, OR ANY METHOD THAT ACHIEVES THE DESIRED PRODUCE THE CUT PORTION OF THE SLOPE SHOULD BE CONSTRUCTED FIRST. PRIOR TO CONSTRUCTION OF THE FILL SLOPE, INCOMPETENT SURFACE SOILS 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 SFIOULD 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 TO EROSION IMMEDIATELY AFTER GRADING AND SHOULD BE DESIGNED TO REDUCE SURFTCIAL SLOUGHING BY IMPLEMENTING A PERMANENT SLOPE MAINTENANCE PROGRAM AS SOON AS PRACTICAL AFTER COMPLETION OF SLOPE CONSTRUCTION. SLOPE MAINTENANCE SHOULD INCLUDE PROPER CARE OF EROSION AND DRAINAGE CONTROL DEVICES, RODENT CONTROL, AND IMMEDIATE PLANTING WITH DEEP -ROOTING, LIGHTWEIGHT, DROUGHT -RESISTANT VEGETATION. AN EROSION CONTROL GEOTEXTILE, MAY ALSO BE USED IN COMBINATION WITH VEGETATION TO CONTROL EROSION. EXPERIENCE HAS SHOWN THAT SLOPE PERFORMANCE IS LARGELY DEPENDENT UPON PROPER SLOPE MAINTENANCE (LE., PLANTING, PROPER WATERING, CLEARING OF DRAINAGE DEVICES, ETC.). SLOPES PROPERLY PLACED AND CONSCIENTIOUSLY MAINTAINED ARE NOT EXPECTED TO DISPLAY EXCESSIVE RAVELING OR SLOUGHING. REVIEW OF EARTH`NORK OPERATIONS 5 REVIEW OF EARTHWORK OPERATIONS RELATING TO SITE CLEARING, GROUND STABILIZATION, PLACEMENT AND 0 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 OPERATIONS ARE VITAL ADJUNCTS TO THE COMPLETION OF THE GEOTECHNICAL ENGINEER'S TASKS. 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 NOL' REPRESENT MORE THAN TEN PERCENT (10%) OF THE MATERIAL BY DRY WEIGHT. WHERE A PROPOSED IMPORT SOURCE CONTAINS OBVIOUSLY VARIABLE SOILS, SUCH AS CLAY AND/OR SILT LAYERS, THE SOILS WHICH DO NOT MEET THE ABOVE REQUIREMENTS SHALL HE 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 IMPORT MATERIALS. BECAUSE OF 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 `NAS SAMPLED AND TESTED IS THE SAME SOIL(S) WHICH IS BEING IMPORTED TO THE CONSTRUCTION NOTES (THIS SHEET ONLY) I ❑1 CONSTRUCT 6' CHAIN-LINK FENCE (NO SLATS OR CURBING) PER C.O.B. STD. DWG. I❑2 CONSTRUCT 14' WIDE DOUBLE GATE PER C.O.B. STD. DWG. D-13. I ❑3 CONSTRUCT T x 24" THICK NOMINAL RIP -RAP I ® TEMPORARY DRAINAGE AND FLOWAGE EASEMENT TO THE CITY OF BAKERSFIELD TO I DEDICATED BY SEPARATE INSTRUMENT AND PRIOR TO ACCEPTANCE OF IMPROVEMIE I ❑5 CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. DWG. D-10. I I ® PROPOSED EDGE OF PAVEMENT ❑7 INSTALL "TEMPORARY' DRAIN GRATE ON TOP OF PROPOSED STORM DRAIN MANHOL INSTALL GRAVEL BAGS AMD/OR OTHER INLET PROTECTION FOR EROSION AND 1 SEDIMENTATION PROTECTION AROUND PROPOSED GRATE. I I (TEMPORARY STORlA I I DRAIN DEDICATED) By BEI SEPARATE I I INSTRUMENT IQ] N 1 I lI y ! ._ _ _ 150 I I I! /tel - I. I I I s SD x m I w / �F I l / o> J w 3 I X Dh, I \ >�_ 1 J / _ c I-,--II-�_�-_ 1 160.00' 1 ,,g3 v I I v -, - -� - I �4 I HWM- i I I x 'r�, 5 �i i L w ! I - P, 5 R I s i E C E C P A 0 L - 5I_X, P 1 4% 57 I _ t i I - �' II � i 'tG- - 12 I 5450'- - o -_I x I n ,-I } l __ o � I ^x ro I i D I 0 2 I 1 I I-- I` I L - _� 125A0' --in� __ J __ I I N I � - �'r ' A H- . - _ 1. IL" x \ s - 145.0- '�- �-- ----)E--�---x v -x � x• 2 99 1 4 D-12. BE N TS. E. LIST F ABBREVIATIONS (THIS SHEET ONLY FG = FINISHED GRADE FL = FLOWLINE NO = NATURAL GROUND EP = EDGE OF PAVEMENT U.N.O.= UNLESS NOTED OTHERWISE HWM= HIGH WATER MARK MAX = MAXIMUM _� D9 - _ (DRAINAGE SWALE v _C DRAINAGE 3 0. WSLL mOV) wuVO ,s_ uu- .Or ,, ZEL ww w w a- w F uJ o] W U zF s x w U SFO �i ¢ _r_z°-z U O aaz rc z o F wx_ wxaz w rno m � av�xwzv.>rrr'a Fo�Goz�wmo mLa <-`v'�g3u ..0- .K- O w _ a¢wrmo'O w3 zzo w Wao o, 3r. wo ayoo5 0?m0 z zna�zo3a wQwr�>oKz�v�o ��xo _z w oo 8m 90 ���ww�oa zowww�¢oz� O w Z 2 U a K a' O K z w -w a ow 0 0 O U Z w z x Z z v w o a LL Z =+ L Z z Z LL W a OW WOW p O W w .Wwxz-UOZp� x z¢w ww_ oY�>OWtt� x FI 0 0 0 Z0.0 y opo- E.0 W 1-M w W a O O Z N m 2 N w o w�owz�rra)im 1 rx- o a r o. o¢ i g I I I I I I I 0 B I I I I I I I I /B-'\ TYPICAL SECTION LOT 272�2,,J/ Nis. J----- m --_ lU WATERFORD STREET p611Fb 023Y - _ - LOT 28 R fW R II a o bOTTOM OF BASIN=337.00 ,yti *� hl TOP OF BASIN=34S..3 HIGH WATER ELEVATION=345.00 F s ED=1.9'L AC. FT. .� VOLUME REQUIR Q U V'IIUME PROVIDED =1.92 AC. FT. �-- r x- _ V F S 2:1 MAX U.N.O. s ITpE SLOPE��®, V, (v®� A TEMPORARY SUMP DETAIL 2 SCALE 1"-30' J -N- 0 z 0 M M �TuQi O �gy vJ To O +- G L 40 I w cul CO a U tO �:) =) � M V 171 N x ay N w U) ) _ L/UI On ,� IX m N 06 W 1) CO r z N 0 �[ g z a) l •o. W N r N W M Of 0 ®y6u➢��y b V C a`:q- 3 - Q W LL F � w O i0 Cl m ?� w w W 0 OW w rc cl� w X a L. a o a EE + + ")) U 49 IL �m 4 U I TYIUHL JCL, I IUN I 2 N.Ts. w I� I ` 0& a,%, = O_ i0 U 12' a ISI i0 rVARIES _NG0- lam ___\ \moi\\+, � �.\\\ `1\cC .\\\.`\� :Hn, (/L O�-SIN BOTTOM T I c,Us\\)�\yyPy\\\ I D TYPICAL PIC L SECTION I DATE N. .. 2 I / PA JOE SHEET t, -j--731-1 �-') COB RECORDS No. 5/14/2019 3104 2 OF 5 SHEETS ^.... LEGEND ABBREVIATIONS TABLE \% �� `Yi �� FG= FINISHED GROUND FL= FLOWLINE \ DESIGN ELEVATION HP= HIGH POINT 0.20% FLOWLINE GRADE GB= GRADE BREAK �'�, EVC= END VERTICAL CURVE IJMITS OF PAD PREPARATION BVC= BEGIN VERTICAL CURVE Wity �// I / �,, ` // •`� �\, \ �^��\ \\.. \ / /- Qi STORM DRAIN MANHOLE POVC= POINT ON VERTICAL CURVE NO= POINT OF INTERSECTION VERTICAL CURVE STORM DRAIN PATCH BASIN NO= NATURAL GROUND STORM DRAIN MAIN EP= EDGE OF PAVEMENT EXISTING GROUND CONTOUR TOE= TOE OF SLOPE FUTURE -- -- TOP= TOP OF SLOPE TRACT 7317 PROPOSED RIGHT-OF-WAY INV- INVERT OF PIPE PHASE 5 /_ NOR= NORMAL F10WllNE �� EXISTING ELEVATION DEP= DEPRESSED FLOWLINE %^\� \\ \\\\ \\ ��� \\ z� \\\k / `9 FG'+= FINISHED GROUND PER STOCKDALE \ / / RANCH DRIVE PLANS M '� v v -/ ' - • T ^ ^ �\ q/ CZ h ull `` \\ I,U 11 / FUTURE TRACT 7317 MP F V RROMEN V PHASE 5 OHITUE P.��_.. /�ply CON ACj� Ili S%RU 91 ALS RFs FUTURE \ a0 F ANS "g,• - ��- - i 7RAC1'7317 � PHASE 6 Near v \ ohm 1- ^y // O E PROPOSED STORM DRAIN SHALL BE CON TRUCTEO // AS PART OF PHASE 3 CONSTRUCTION \'� �"' yw �' '� \ ,x _ / /� TEMP /� (SF.E SEPARATE SEWER & S70RPA DRAIN PLANS) / \ \-`>�a'� \ ��\ \ \ \ �;^`. / % \ \�\ O z shS D/RCq 6 - pl i — _ o- ---mow — // --- --- — // PROPOSED TEMPORARY TURNAROUND �^ \.� 0� \ \ G / EASEMENT TO BE DEDICATED TO THE CITY v\ �� �_ ��`� ��. 086\���., v - F A' V� ii ems/ OF BAKERSFIELD BY SEPARATE ID ISTRUMENf%\�.\ 4 t I O;S I 41 I I I .04? ///// / y / / v 1� �� w`'^� if N�F�'49 F 0 �'`-i�'�l I if A` ii ii / �v y // /JN, ZQ //// 1 •T \N a `` \\., n91 F�� _g, `� �G z / /� r � .. �- v nOVO n v 0 9 1 I I S i O �•/ /// l/ ,� °°c, K I if, a"'.I I n Iii EXISTING �'a, 8 TRACT 73'17 / aG I' \�` \\ PHASE 1 TRACE /317 " `\`\\\\� " \��\ (4�\ �4rf9 F) /�m NOp�� 2 N f� \'_ d -.,,�� -POR RECOMM ry s01L5 `k�F �7_` F�9 I i' il�I.a It I 13 FUTURE vvvii�— _ mP Su i c�� I �j Lv I �^ JI 9 lli ROR� �5 .0 0gN 0. �"`."- NSNS / PHASE 8 ��RT �— i"- d If 4 � �\� 023% _'-�._ � � I r—v��-- ,� h,5 LC � 1`Z1 T A ------------ ZD _____ _. - - v vv A IZD v v / S c9 ♦ Ir r----yyr` .I FD 8 �\, Q ��w %v A '^.. 90i� a FO ��'v r 9 „�� �`"W.•�,,._,� �� a g i ice_ �Ci 27 \ ThZA AS)RFF\\ .;Sn�k_----------- 12 n> / -- xr3= y \ \\ + s MP \ \----------- 26 - _ _____ f -'II I o... I i I n If 11 F 1 if 14 25 F v 15 \ k F -, 5G'G � '= __;_ eG M 16 x I III � If ; I M \V. � � �9 �•\ A�fO � A q I ii � li i I 24 �( _ W I 1 11 II It I V A I I II In � II i'J, IGi �u I n _ n ('G T -11I 11 11 I 23 -� 1 u u �\p1 °i "`_'_^__--� Y �°• f —___ _ I K J 11 I I \ ii 5 F0 2g FO 1 `' V� 03jv `` RPG 22 _ 00 I I I ` I \AA '� E 9 ___ Q0 S illi I �O R.F., / 47.55 \ \° 1 NI Fn,�\-\ \ RFG O/T ���/@ V v \ R G TEMPORARY SUMP SHALL NOT BE / 47.61? �� v v� �`"• 0 21 BACKFILLED UNTIL STORM DRAIN IS /�/ '� `� v �� _ EXTENDED TO PROPOSED TEMPORARYI__________________ 1 A Ili -II �— 0' _v < II -V If 507 < o �"•`., / v'r �' Av r��(,� /� V�� �°j0 '- �� SUMP FOR THIS PHASE. BACKFILL SUMP i ® ' 6' . „6` fro "'rte , ` R ' 20 y- . / i 0 r0• ©,5 \ \ - LS REPORTRECOMMENDATIONS.- SI > / c \ 9 « \��go`�\o��v��-�. s- ' ,c 0.0 A�'rG PER S01 NG` g m i FUTURE \ 50.J �. / " i�.."O•, v 05 �, Jc a�0 �\ �... ., � i Av TRACT 7017 A F0. �0t / vv Rg AO _c \ o fG 18 n _____aii I EXISTING1% 1 I U LLLLL WOm pw 2 U O ✓1 W owl- mm=' w p v u W z w F i✓ O mwv.w war-. w M m w pQ�pz � c 1- 04 p W W !A U< w o a _d x U' F-f.Ftq�KL�F ,/ Cl :D M �R>>ow�vpiw� ®®f i U co redo._ q ❑ zs e0 xwz LLrczo=w �d 0 to N U aw�wQV Sazo N ��3omoa spa s(JJ',,3J wwrwo""imz ❑ UJ co ��Foz W000m oz5 LJU W 4 oo;za3ozoa woz> W Z d co��wp.za N LLI W w 4g�a (D VZ � W - O01 WNN Rf92Fa--V IL Q J O? pW W O F -�` (9L KF apEj . 0 p G i 1-x>o�om om > G m- 4 N •.W m F U w ry m�Ow2�=ppm w�yOwi�wrvl Ix-�oilx-cQio`u1` za� _-_- K W LL 0 CL CL„ w m w w w ❑ Ud � w o a F a o a \ F \ o �\ f I TRACT 7317 \ PHASE 6 / 48.17 O / fG 44 R0'JO \ �`\' 0 1 �\ R0 q n a v o V �.� _ �� 't - Ii 1 PHASE 1 0 . . A v. 48.3'P' S x 1 J ��I 1 1 V c S / \ / FL ! A d°P / / •'1 // GHQ �% / _ �._ ��`� 1 I+_-_ — 4�� o I I1 O+ // / R o �• y i pp�y 7"'^�,� ICO Ni - .(`� If I It it 1 0 lei �' \�- s.. // I I \ n � `"N.. , ..�,- _ r ..�o� .,_$ so h. ' q iS ,�Io U ` _ . . . / e 0.5 N 4 F_ v G < nggj ^'moo rs I``T o � 511 2019 31 G NI F� x,.�z U » r .r' - - T kr — �� z __ x r y= tV No. 4/3104 o. III ���_"�,.,_ 4n� �0 �ArE . .. a nr . . . . . "`i- \\ 11 1 b�. ' y (G �� ay. I �� o_> Der ---�a� -_: -Coy Irl_ aFzti c SCALE: 1 = 40' "' SHEET \ yz. ^\ r /l d' 32 :�� c Ir -� "� Ii - r1� ' ---ID ` E ---------------- ----------- --,- =ll_ 's u 0 20 40 80 �� I ` T __: �.S- ti's <, I t c_3e 1� // 4 `<� s� ./ AA_ i� A i, 0 _ Lin I ('t rlJ� O., -�i_s -_ - E v �i ,j O G 03 6 h yJ. ,i ���'\ E V d < �AQiF�, I i Y �' - _ _ __ 'D a Ff 16,28 F �, -V ( \ ' SHEET 4 '� 33 I ; �� i r ; __ ---- '. �sy ---------- SEE l� �� EEE 1 /1-_p� V N ��� ( 2w' I ' F. �I ii s It r �� o G F ���35' _ COB RECORDS No. � OF 5 SHEETS \ 1 O $0 35Dmc" �� rvc\ G FG E S�,{ / w / 5l / d / d / / �o \ 30 F S IVO"� J o° BGG I k 32 I , I 33 1 le I I I I I I I I I I I # III 1A I III FUTURE ,' /\- II Ili 1 TRACT 7317 /'' 31 2c„ G4 PHASE rn u7 F C _ e CIL Q N Lu'ro t8 u LJL > i -- ---------------------- ----------- o 0yry _ , VJ r / � v SR 6 L ")LIJ N SHEET SAM OF 5 SHEETS I II / N O pqWLU /q// 1..9. zi`- LLI Lu M Q, F S IVO"� J o° BGG I k 32 I , I 33 1 le I I I I I I I I I I I # III 1A I III FUTURE ,' /\- II Ili 1 TRACT 7317 /'' // 2c„ V 51`i PHASE rn u7 F C _ e CIL Q N i I � I I I i i i1 I j I I I ; ' 47 I Imo. L l20'I— OVER EX PAD LIMITS (TYR) -- F� ,III I I I I I I I I I I I # III 1A I III � II II Ili 1 I I II II I N 6- 'U C/) C/) rn u7 F C _ e CIL Q N Lu'ro t8 u LJL > i -- ---------------------- ----------- o 0yry _ , VJ r � v SR DATE 5/14/2019 PA JOB No. 3104 L ")LIJ N SHEET SAM OF 5 SHEETS I II EXISTING I I I I I I I I I I I TRACT 7317 1A I III PHASE 1 -------------------------- - - — z C JI II I I I II II I U O p J O W O VI OW- mpJ ZONW wp1YF LLw'nj�SZFw�FO n¢�UFzrcwip rch wa OjmwQ �-KOZ (9 VIV O~Ut-.nOOLL�� p- Zw¢�a�¢G�riz QKO'U502�'w IylypU UQmV zawaazm`°zo¢ O zo3 pwzwyirw� o ��razw000m g o3LLaLL���w ¢w¢zo¢ Q�7� Lr p S 0 0 0 K QwFy Za Zp K Z K w O W U 6 Q K 1- w O P x 'w z z OLL �F=w3a W WwOW( U U=Oywj �-LL IL Q N> Q O pW' N C O oa�xzaww wx z�oTiiSoa�x�- `r�viF ?p2UV)W2Qr�W �QO 2 viK 'ap'co�ww�wom wapLLz��nm¢rn LLI WOO W Z QUVLLJJ) z VI F F p 6 kx- O p K Q LEGEND r" -j ', THIS AREA WAS INCLUDED IN PHASE 1 GRADING PERMIT, CONTRACTOR �Iy SHALL VERIFY THAT PADS WERE OVER -EXCAVATED, COMPACTED AND 9 GRADED TO THE APPROVED ELEVATIONS AS PER PHASE 1 GRADING PLAN. +� SOILS ENGINEER SHALL PROVIDE COMPACTION TESTS AS PER SOILS REPORT RECOMMENDATIONS. I I I I I I I I I I I I I I I I I I I I ?------------ ___l __ __ ----------- -------------------------- - - — z - ------------ - ------------ OF"_ r ---------- — N �y µ C/) C/) rn u7 F C _ e CIL Q N Lu'ro rn LJL > i -- ---------------------- ----------- IL / NOV/_ II II + + 37 d 4G I + + + + -I- + + \I 1 Iia c- Fi S WM + 515 '%5Fc // 0 3g ©I + + - i + + + + + ' I + + 34 r i x + + F -1.. li 'r'�+ + + + I to o I I. I- + + fiG /i' / h,� k y f- -� 1 1 - 54 35 A g 1 i �� - — + a0 II I ' 52' — + + T - IOVER-EX PrA Nw D LIMITS IMITS (YR_) - + + + + ,ti � - ______ _ __ _OLIMITS TYP +++ +OVEEX PAID ER -EX PAD LIMITS 38 qj5 +II / � �+ + Z + + UI qEXISTING + + 1TRACT 7317 T + ++5 ++ PHASE 1R -RE y w + + + + + hF I 5 _ 1 — II F 1 + �': +.� + -� - III F \\_ FU TURE s -- a �" _ + s + - 44 o i + + + - rt a rj FG b G G D. — TRACT PHASE 17 319 + + + + + + - T y - L + — ---1---- I _ + _iso c 40--- - L + 1 + + + Til + P - - 2 + + - + + 42 - + 1 � + ii + + - + + + + � + � + I �I � I 6J_ _ _ + -I 1 — + +� + - rt �I r r + + + + jI - + + + + + + + a+ + + + r + + + + + + + - + i+ _ - — I - / — — -- — n10N - — _ — _ 0 c + Ga EX. CHAIN-LINK FENCE ~' (PROTECT IN PLACE) KERN COUNTY MATER AGENCY -EX. CHAIN-LINK. FENCE (CROSS VALLEY CANAL) (PROTECT IN PLACE) NdF'LTF-6 0 SCALE: 1-=40 0 20 40 80 E 0 M COB RECORDS NO. b z _ d 0 — N �y µ C/) C/) rn u7 w Z C i CIL Q N Lu'ro rn LJL > i pp � o NdF'LTF-6 0 SCALE: 1-=40 0 20 40 80 E 0 M COB RECORDS NO. <G\NEER ''4�4e' atiy O � b z _ d ® M C/) C/) rn u7 w Z C CIL Q N Lu'ro rn LJL > U r pp � 0yry VJ N � v SR DATE 5/14/2019 PA JOB No. 3104 L ")LIJ N SHEET SAM OF 5 SHEETS �y� Z N O pqWLU /q// 1..9. zi`- LLI Lu M ^0 0 �— 9 F e W \ \ r a 4. w y`O W w W Lu J_ a a a <G\NEER ''4�4e' atiy O � U) 0.0. af LL CIL 0 LJL m z 0 w DATE 5/14/2019 PA JOB No. 3104 SHEET SAM OF 5 SHEETS ST RW P R/W CL NOTE: THESE IMPROVEMENTS TO BE DONE PER TRACT 7317 - STO ;KDALEI RANCH DRIVE I 30'— CONSTRUCTION PHASE 8 STREET PLANS PREPARED BY PORTER & ASSOCIATES, INC. APPROVED 1-15-2019 I 10'--- 20' 45' RIGHT -OF -`NAY 13' LANDSCAPE PROPOSED BLOCK WALL FINISHED PAD 2. F 7 BY SEPARATE PLANS 1 ' q .. FL I LOT ( ) \11 �\F ���i 29 ' IIIIj--2' TYP. 3 mAx_ i 2' TYP. -- E7. I *i. d M A • SEE C.O.B. STD. DWG. ST -11 ` :J LL FOR SLOPE PARAMETERS ROUGH GRADE LINE (2" BELOW FLOWLINE GR/ x x 2 �1 GRADE 0 2:1 (FOR GRADING PURPOSES ONLY) FINISHED PAD 60' RIGHT—OF—WAY -- --------__=====3.1 TYPICAL LOCAL STREET SECTION 5 NOT TO SCALE STOCKDALE RANCH DRIVE /a (EXISTING PER PM 12232 PLANS) NOT TO SCALE PROPOSED STORM DRAIN SHALL CONSTRUCTED PART OF PHASE 3 CONSTRUCTION SE (SEE SEPARATE SEWER &STORM DRAIN PLANS) // 11 27 0 / / 26 // TEMPORARY SUMP °A' A//SEE DETAIL 2 �` � i�� � � � rv� .�A •. �� 25 V / / ��g // RIW C/L RI 26' I I III g' FINISHED PAD FINISHED PAD 1?1 29 -' '-7 TYP. 2 TYP h^ 27 1 a.aq 'L , 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK A �I I OI DISTANCE MAY BE REDUCED T0� 1' IF "H" IS LESS THAN ONE FOOT VERTICAL I TYPICAL SECTION 5 NOT TO SCALE ✓ 28 FG T �� o\�- \ \ w p I/ �•r*'/ // / "�� o+� / °� / 47-55 pl \\ F} / FIL o \ oR � E, s� � xs U,y/�. ern, std / �`'� A 2G• b'o• o� i S / � ;' � � F ��� A FUTURE \ c FU.TURE.PHASE 6. TRACT 7317 / LOT 33 �FG �7`J o / PHASE 6 �� / �� 46.27 ✓ \ / FL 48_17 1 / I / 6, v / // FL / ��F� 29 / FUTURE' PHASE 6 LOT 34. 505 FUTURE PHASE 6 �rrypJ ' So.a s T — — — / I \ \ \ G LOT 39 Fc . ��IL �. . . . FG FULURE PHASE 60/ / 51 LOT. 35. r� r \ / pS FG / 7 FUTURE PHASE 6 .� A. LOT .38 . FG.,/ 1�c \ FUTURE PHASE .5. / \\ . . . . .1^ y LOT 36 . \\ . ;/' od . l0, 51.6 . w�. FUTURE PHASE 6 \ o�. 1 LOT'37 / FUTURE "-F F TRACT 7317 PHASE.{ jj5. 5FG �k 41. u LEGEND r' 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 / ;' _ ORTF i TESTS AS PER SOILS REPORT RECOMMENDATIONS. THIS AREA WILL BE / SCALE: 1 "=40' L. INCLUDED IN FUTURE GRADING PERMIT. SOILS ENGINEER SHALL TRACK / COMPACTION TESTS PER FUTURE PHASE AND LOT NUMBERS. 0 20 40 80 " SEE C.O.B. STD. DWG. ST -11 L: FOR SLOPE PARAMETERS ROUGH GRADE LINE (2" BELOW FLOWLINE GR/ (FOR GRADING PURPOSES ONLY) 52' RIGHT—OF—WAY TYPICAL LOCAL STREET SECTION 5 NOT TO SCALE R FUTURE PHASE .1 PHASE 3 a� t -2'-i FINISHED PAD �nP ,4�' ��'�fi.'` l `1 HIPC.? z \f NATURAL GROUND TYPICAL SECTION 5 NOT TO SCALE R FUTURE PHASE ¢i PHASE 3 al I NATURAL GROUND 1 ;r FINNISHTE PAD TYPICAL SECTION NOT TO SCALE 7 FUTURE PHASE 6 i FUTURE PHASE 6 (GRADED PER THIS PLAN) I FINISHED PAD NATURAL GROUND NY7t. TYPICAL SECTION 5 NOT TO SCALE " PHASE 3 PHASE 3 (GRADED PER PHASE 1) ; DISTANCE MAY BE REDUCED TO { 1 IF "H" IS LESS THAN ONE FOOT VERTICAL d2',_ FINISHED PAD i K TYPICAL SECTION 5 NOT TO SCALE LEGEND DESIGN ELEVATION 0.20,% FLOWLINE GRADE — LIMITS OF PAD PREPARATION tp) STORM DRAIN MANHOLE r� STORM DRAIN CATCH BASIN = = STORM DRAIN MAIN -- EXISTING GROUND CONTOUR -'--- PROPOSED RIGHT-OF-WAY EXISTING ELEVATION ABBREVIATIONS TABLE FG= FINISHED GROUND FL= FLOWIUNE HP= HIGH POINT GB= GRADE BREAK EVC= END VERTICAL CURVE BVC= BEGIN VERTICAL CURVE 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 FLOWUNE DEP= DEPRESSED FLOWLINE FG°'= FINISHED GROUND PER STOCKDALE RANCH DRIVE PLANS PAD 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK KERN COUNTY WATER AGENCY (CROSS VALLEY CANAL) - 20'* EX. CHAIN-LINK FENCE - (PROTECT IN PLACE) VI z lm IO z I�x Iw I IINATURAL - GROUND PARKWAY SLOPE p V r- z Z W LL LL WUOm O p 0 O w Z Z -UO ?�mw H O O �owF wmw"�w<Fo oF-aw co y Z m Q W x �z yo wdy0 N WGO U lid LJ 000 7-uUO¢UO2 w LL1 T3WBri x mz 2Q Y N 0 Ll , n 0 z CO ZFUf,ZpOF LLOp�S 1E V 0 N uT o OZh1x--¢F1-I-IZ-O o v HINGE ._--- -------- FRONT SLOPE PARKWAY SLOPE p V REAR SWALE' "- REAR SLOPE W LL LL WUOm O p i p ib w Z Z -UO ?�mw o �owF wmw"�w<Fo z co E<.OEx-LL�oz OUV +T x �z yo wdy0 N NOWGOZ-'v�iwU lid CO 7-uUO¢UO2 w LL1 T3WBri x mz 2Q Y N Ww�wwmw3LL o��Fh�rc LLa� w'mY c2 ZFUf,ZpOF LLOp�S Q V ¢.BOUFw¢KILZ OZh1x--¢F1-I-IZ-O T) (ii 41 GK05Y-�OpZmw wzo WHO m�0 y0y//qq W Q M0.2-06-0- wwi�o-i roiy¢ W�.p� Z N m p FQow¢wZ2o W 'fin D' N rpZl�li DUUO z-¢ v�F� W (D ("1 g o�a3¢wpzSa .dg[ ✓ z v O F,�zp4',nwo z> F, GO h �j2UnuLLtYO z. o ww L� N W z owo¢i �u _ U W F Z W G 65 W U P✓ d u?pwI-WwpwLL ygm, fy N `O��sz<wwp`O mss' Q�o�i�onotis ?www O (9y W2�z <_QUp G p U N W K LL F ��Fx>p.�UN _F oct w"` wow WOWz, dam Z U Z Q¢ I-I-pal-UpKa`s R TRACT 7317 _� *= SOUTHERLY 20' EASEMENT AREA WILL BE .� DEEDED TO KERN COUNTY WATER AGENCY BY SEPARATE INSTRUMENT (PER CONDITIONS OF APPROVAL NO. 114) �DISTANCE MAY BE REDUCED TO 1' IF "H" IS LESS THAN ONE FOOT VERTICAL I EXISTING1Y G TYPICAL SECTION 5 NOT TO SCALE T - w3 D- n > SIDEWALK T CURB & GUTTER I" STREET CENTERLINE -I NOTE: TO BE FINE GRADED BY BUILDING CONTRACTOR Al THE TIME OF HOUSE CONSTRUCTION. /HTYPICAL LOT _ROUGH_GRADING v NOT TO SCALE (PROTECT IN PLACE) 3' LANDSCAPE- LOT ANDSCAPE LOT 35' E IF{ = - 25'— p EXISTING10' WOF MEDIAN _- :o IiI BIOP WALL 20 IPER PHASE i SHED PAD I I --- as CHICHESTER COURT TYPICAL LOCAL STREET SECTION 5 NOT TO SCALE REAR SLOPE �Z w<1w aa5 PARKWAY SLOPE SIDEWALK CURB & GUTTER s a STREET CENTERLINE - NOTE: SWALES TO BE GRADED BY BUILDING CONTRACTOR AT THE TIME OF HOUSE CONSTRUCTION. I TYPICAL LOT — FINISH GRAD NG 5 NOT TO SCALE I-" /-)I I - RECORDS No. u 11 DATE 5/14/201911 OF 5 SHEETS REAR SWALE' "- REAR SLOPE w Z Z Z z 00 I Of F W G O O w y Z m O O Q w o mw w 000 W Q - ' � w INGE o 0 HINGE- � o FRONT SLOPE �Z w<1w aa5 PARKWAY SLOPE SIDEWALK CURB & GUTTER s a STREET CENTERLINE - NOTE: SWALES TO BE GRADED BY BUILDING CONTRACTOR AT THE TIME OF HOUSE CONSTRUCTION. I TYPICAL LOT — FINISH GRAD NG 5 NOT TO SCALE I-" /-)I I - RECORDS No. u 11 DATE 5/14/201911 OF 5 SHEETS