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HomeMy WebLinkAbout6.9-294VICINITY MAP NO SCALE LEGAL DESCRIPTION: LOTS 43 AND 44 OF THE HIRSHFIELD TRACT, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA AS SHOWN ON MAP RECORDED MARCH 22,1892 IN BOOK 1, PAGE 27 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. ALSO BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 29 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE AND MERIDIAN IN THE COUNTY OF KERN, STATE OF CALIFORNIA. APN: APN: 007-170-11 BENCHMARK USED: BRASS DISK AT THE SOUTHWEST CORNER OF THE INTERSECTION OF 14TH AND H STREETS, AT THE BAKERSFIELD HIGH SCHOOL AUDITORIUM, SET VERTICALLY IN THE NORTH WALL, 2.0 FEET WEST OF THE NORTHEAST CORNER, AND 2.0 FEET ABOVE THE GROUND IN SECTION 2 T.29S., R.27E., M.D.B.&M. ELEVATION = 403.66' (NAVD 88) BASIS OF BEARINGS: ALL BEARINGS AND DISTANCE SHOWN HEREON ARE GRID. ENGINEER LANDMARK SURVEYING AND ENGINEERING 3101 N. SILLECT AVE, SUITE 103 BAKERSFIELD, CA 93308 PHONE: (661) 859-1923 CONTACT: MICHAEL DAUSTER OWNER HOUSING AUTHORITY OF THE COUNTY OF KERN 601 24TH STREET BAKERSFIELD, CA 93301 1836 ORANGE STREET 17995 S.F. MULTI—FAMILY RESIDENTIAL BUILDING CITY OF BAKERSFIELD, STATE OF CALIFORNIA SPR# 18-0169 T --- I I 1 I I — — — — BAKERSFIELD — — HIGH— — SCHOOL — — CALIFORNIA — AVENUE golDMoN So�N�RN BLANCHE _ STREET _ - - - - ' SEE SHEET C3 -t—- II kAFSN I I I I I I _ ORANGE -- -—�,TREET -- --- I�L'I I I I z, I �ocvs 4�p�V�g`ON oP :�N— - - - - — o I I R�Svv�NERN � I I I O _MAPLE _ _ AVENUE I I I I I � I INDEX MAP SCALE: 1" = 60' IMPERHp 04� ARE A HART PARK CONTRACTOR TO VERIFYCOMPACTION ON OVER-EXPRIOR TO FOUNDATION = p � 99 _ RD. ❑o CORDON'S w wo ROAD Imo❑ n CHINA GRADE LOOP It]a R a rI��II q,��ED DR.it AREA M (/ tt w 6 m 0 ��_ ❑ LL PROJECT ❑ ST AVE se 1Te O CATIO ooC ❑❑ 1 a o ❑� I��D❑❑❑('❑�1❑�LJL�fr9 ❑L�'P �❑ BRUNDAGE u HWY. $8 9999 MING AVE R BANK ROA p o am HREy2�P�= MULLER ROAD 1 GO RD ❑❑N11A RVIEW ROAD o arc PANAMA < VICINITY MAP NO SCALE LEGAL DESCRIPTION: LOTS 43 AND 44 OF THE HIRSHFIELD TRACT, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA AS SHOWN ON MAP RECORDED MARCH 22,1892 IN BOOK 1, PAGE 27 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. ALSO BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 29 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE AND MERIDIAN IN THE COUNTY OF KERN, STATE OF CALIFORNIA. APN: APN: 007-170-11 BENCHMARK USED: BRASS DISK AT THE SOUTHWEST CORNER OF THE INTERSECTION OF 14TH AND H STREETS, AT THE BAKERSFIELD HIGH SCHOOL AUDITORIUM, SET VERTICALLY IN THE NORTH WALL, 2.0 FEET WEST OF THE NORTHEAST CORNER, AND 2.0 FEET ABOVE THE GROUND IN SECTION 2 T.29S., R.27E., M.D.B.&M. ELEVATION = 403.66' (NAVD 88) BASIS OF BEARINGS: ALL BEARINGS AND DISTANCE SHOWN HEREON ARE GRID. ENGINEER LANDMARK SURVEYING AND ENGINEERING 3101 N. SILLECT AVE, SUITE 103 BAKERSFIELD, CA 93308 PHONE: (661) 859-1923 CONTACT: MICHAEL DAUSTER OWNER HOUSING AUTHORITY OF THE COUNTY OF KERN 601 24TH STREET BAKERSFIELD, CA 93301 1836 ORANGE STREET 17995 S.F. MULTI—FAMILY RESIDENTIAL BUILDING CITY OF BAKERSFIELD, STATE OF CALIFORNIA SPR# 18-0169 T --- I I 1 I I — — — — BAKERSFIELD — — HIGH— — SCHOOL — — CALIFORNIA — AVENUE golDMoN So�N�RN BLANCHE _ STREET _ - - - - ' SEE SHEET C3 -t—- II kAFSN I I I I I I _ ORANGE -- -—�,TREET -- --- I�L'I I I I z, I �ocvs 4�p�V�g`ON oP :�N— - - - - — o I I R�Svv�NERN � I I I O _MAPLE _ _ AVENUE I I I I I � I INDEX MAP SCALE: 1" = 60' 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 OWN ESTIMATE OF QUANTITIES FOR BIDDING THIS PROJECT. ALL QUANTITIES WERE CALCULATED BASED ON A 0.1 FT LOSS DUE TO CLEARING AND GRUBBING OF THE SITE. THE ENGINEER MAKES NO WARRANTY AS TO THE ANTICIPATED SHRINKAGE FACTOR. CUT 210 CY FILL` 210 CY NET 0 CY SHRINKAGE 25% ONSITE GRADING AREA: 5,860 SJ` (0.13 NET ACRES) QUANTITIES ARE'COMPACTED IN-PLACE" VOLUMES AND DO NOT INCLUDE W 75 0,fat, as> I CONTRACTOR TO VERIFYCOMPACTION ON OVER-EXPRIOR TO FOUNDATION = ®h\ —ie � W Jx LL —� o� w wo ¢ ,y w 6 m 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 OWN ESTIMATE OF QUANTITIES FOR BIDDING THIS PROJECT. ALL QUANTITIES WERE CALCULATED BASED ON A 0.1 FT LOSS DUE TO CLEARING AND GRUBBING OF THE SITE. THE ENGINEER MAKES NO WARRANTY AS TO THE ANTICIPATED SHRINKAGE FACTOR. CUT 210 CY FILL` 210 CY NET 0 CY SHRINKAGE 25% ONSITE GRADING AREA: 5,860 SJ` (0.13 NET ACRES) QUANTITIES ARE'COMPACTED IN-PLACE" VOLUMES AND DO NOT INCLUDE W W� 0,fat, as> I CONTRACTOR TO VERIFYCOMPACTION ON OVER-EXPRIOR TO FOUNDATION = ®h\ —ie � W Jx LL —� W J— _ ¢ ,y 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 OWN ESTIMATE OF QUANTITIES FOR BIDDING THIS PROJECT. ALL QUANTITIES WERE CALCULATED BASED ON A 0.1 FT LOSS DUE TO CLEARING AND GRUBBING OF THE SITE. THE ENGINEER MAKES NO WARRANTY AS TO THE ANTICIPATED SHRINKAGE FACTOR. CUT 210 CY FILL` 210 CY NET 0 CY SHRINKAGE 25% ONSITE GRADING AREA: 5,860 SJ` (0.13 NET ACRES) QUANTITIES ARE'COMPACTED IN-PLACE" VOLUMES AND DO NOT INCLUDE W W� 0,fat, as> I CONTRACTOR TO VERIFYCOMPACTION ON OVER-EXPRIOR TO FOUNDATION = ®h\ CHECKED BY: O SCALE: X01. M F 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 OWN ESTIMATE OF QUANTITIES FOR BIDDING THIS PROJECT. ALL QUANTITIES WERE CALCULATED BASED ON A 0.1 FT LOSS DUE TO CLEARING AND GRUBBING OF THE SITE. THE ENGINEER MAKES NO WARRANTY AS TO THE ANTICIPATED SHRINKAGE FACTOR. CUT 210 CY FILL` 210 CY NET 0 CY SHRINKAGE 25% ONSITE GRADING AREA: 5,860 SJ` (0.13 NET ACRES) QUANTITIES ARE'COMPACTED IN-PLACE" VOLUMES AND DO NOT INCLUDE 1423.18 OVER -EX OF THE SUB -GRADE PREPARATION. DATE: CONTRACTOR TO VERIFYCOMPACTION ON OVER-EXPRIOR TO FOUNDATION Kn"S�I4p' CONSTRUCTION, CHECKED BY: SHEET NO. INDEX MAR 2 JI Cl TITLE SHEET C2 GRADING NOTES & CROSS-SECTIONS C3 GRADING & DRAINAGE PLAN C4 DETAILS C5 EROSION, SEDIMENT & DUST CONTROL PLAN C6 EROSION, SEDIMENT & DUST CONTROL BMPS 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.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. UTILITY NOTE: NOT ALL UTILITIES WERE LOCATED BY THIS SURVEY AND LANDMARK SURVEYING AND ENGINEERING ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES OR FACILITIES NOT SHOWN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO ANY EXCAVATION. DISTURBED AREA: THE DARK DASHED LINE AS SHOWN ON SHEET C5 WILL BE THE AREA TO BE DISTURBED AND INCLUDES ALL STAGING AREAS. THE TOTAL DISTURBED AREA IS 0.13 ACRES AND IS IN AN EXISTING RESIDENTIAL NEIGHBORHOOD. The GRADING PLAN as shown orr ibis dmWng Ie tarsby aPpmved, subteottoarlyindicatedoolrections oraddiUons. Approvalbythe Public WormDepartmentandBuildingOepadmentindicatesapprovaf onlyas to design critoria used and Wnformanco to CYy Standards. Codes and Ordinances. Enginearforthe subdividerardswIGPershutl be rezPon- sibf a for atxuracy of calculation s for ibis plan and shall submit a ce rilli e d "as -graded" pian after OempieUcn of the grading - z O to w X a Z w Of � U 0 w 0 Y Z O =N> U tD Z � a W IN I[TOT� (9 z cl J J W H WZ W U) �5 W W W W 0U) z>- w 0 U_ MM W DcC r G UL c6 ti') JOB No.: 1423.18 FILE: 1836 ORANGE DATE: 02/14/2019 DRAWN BY: JRA CHECKED BY: JHH SCALE: NO SCALE 6.9-294 CITY RECORDS NO, PAUL DHANERS -ORANGE STREET GRADINMDWG\1838 1 OF 6 SHEETS REV 1.OWG 3/1PI20191F622 PM q*,\J IV 71- Lam' °`k1- r 0 0 0 0 0 0 GENERAL GRADING NOTES: 1. ALL VEGETABLE MATTER SHALL BE REMOVED FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. SITE STRIPPING SHALL EXTEND TO A MINIMUM DEPTH OF 2 TO 4 INCHES, OR UNTIL ALL ORGANICS IN EXCESS OF 3 PERCENT BY VOLUME ARE REMOVED. SURFACE SHALL THEN BE PLOWED OR SCARIFIED TO DEPTH OF AT LEAST TWELVE INCHES (12"), AND UNTIL THE SURFACE IS FREE FROM RUTS, HUMMOCKS OR OTHER UNEVEN FEATURES WHICH WOULD TEND TO PREVENT UNIFORM COMPACTION BY THE EQUIPMENT TO BE USED. 2. FILL MATERIALS: MATERIALS FOR FILL SHALL CONSIST OF MATERIALS SELECTED BY THE SOILS ENGINEER FROM SOURCES IDENTIFIED IN LABORATORY REPORTS, WHICH REPORTS HAVE PREVIOUSLY BEEN ACCEPTED BY THE DEPARTMENT. THE MATERIALS USED SHALL BE FREE FROM VEGETABLE MATTER AND OTHER DELETERIOUS SUBSTANCES AND SHALL NOT CONTAIN ROCKS OR LUMPS HAVING A DIAMETER OF MORE THAN FOUR INCHES (4"). 3. WHERE FILLS ARE MADE ON HILLSIDES OR SLOPES, THE SLOPE OF THE ORIGINAL GROUND UPON WHICH THE FILL IS TO BE PLACED SHALL BE PLOWED OR SCARIFIED DEEPLY OR WHERE THE SLOPE RATIO OF THE ORIGINAL GROUND IS STEEPER THAN 5 HORIZONTAL TO 1 VERTICAL, THE BANK SHALL BE STEPPED OR BENCHED. GROUND SLOPES WHICH ARE FLATTER THAN 5 TO 1 SHALL BE BENCHED WHEN CONSIDERED NECESSARY BY THE SOIL ENGINEER. 4. AMOUNT OF COMPACTION: AFTER EACH LAYER (LIFT) HAS BEEN PLACED, MIXED AND SPREAD EVENLY, IT SHALL BE THOROUGHLY COMPACTED TO THE SPECIFIED DENSITY. THE SPECIFIED DENSITY WILL BE STATED AS A PERCENTAGE OF THE MAXIMUM DENSITY ATTAINABLE USING CURRENT ASTM DENSITY TEST NO. D 1557-78 (5 LAYERS -25 BLOWS EACH LAYER -10 LB. HAMMER -18" DROP -1/30 CU. FT. MOLD). THE SPECIFIED DENSITY TYPICALLY WILL BE NINETY PERCENT (90%) OF MAXIMUM FOR MOST COHESIVE, NON -EXPANSIVE SOILS, HOWEVER IT WILL BE ESTABLISHED AS APPROPRIATE FOR THE MATERIALS AND ENVIRONMENT DEFINED. FILL COMPACTION SHALL CONFORM TO U.B.C. CHAPTER 70 STDS. AND LOCAL GRADING STANDARDS. WHEREVER A CONFLICT SHALL OCCUR, THE STRICTER REQUIREMENT SHALL PREVAIL. 5. DEPTH AND MIXING OF FILL LAYERS: THE SELECTED FILL MATERIAL SHALL BE PLACED IN LEVEL, UNIFORM LAYERS WHICH, WHEN COMPACTED, SHALL HAVE A DENSITY CONFORMING TO THAT STIPULATED IN THE HUD -FHA ACCEPTED EARTHWORK SPECIFICATIONS. FILL LIFTS SHALL NOT EXCEED 12" AND AT 90% RELATIVE COMPACTION. EACH LAYER SHALL BE THOROUGHLY BLADE MIXED DURING THE SPREADING TO INSURE UNIFORMLY OF MATERIAL IN EACH LAYER. COMPACTED LAYER THICKNESS NORMALLY WILL BE SIX INCHES (W), HOWEVER, IT MAY BE SPECIFIED OTHERWISE OF COMPACTION EQUIPMENT OF DEMONSTRATED CAPABILITY WILL BE USED. 6. COMPACTING AREA TO BE FILLED: AFTER THE FOUNDATION FOR THE FILL HAS BEEN CLEARED AND PLOWED OR SCARIFIED, IT SHALL BE DISCED OR BLADED UNTIL IT IS UNIFORM AND FREE FROM LARGE CLODS, BROUGHT TO THE PROPER MOISTURE CONTENT, AND COMPACTED (TYPICALLY) TO NOT LESS THAN NINETY (90%) OF MAXIMUM DENSITY IN ACCORDANCE WITH CURRENT ASTM DENSITY TEST NO. D 1557 (LAYERS -25 BLOWS EACH LAYER -10 LB. HAMMER -18" DROP -1/30 CU. FT. MOLD), OR TO SUCH OTHER DENSITY AS MAY BE DETERMINED APPROPRIATE FOR THE MATERIALS AND CONDITIONS AND ACCEPTABLE TO THE DEPARTMENT. 7. ROCK: WHEN FILL MATERIAL INCLUDES ROCK, THE MAXIMUM ROCK SIZE ACCEPTABLE SHALL BE SIX (6"). NO LARGE ROCKS SHALL BE ALLOWED TO NEST AND ALL VOIDS MUST BE CAREFULLY FILLED WITH SMALL STONES OR EARTH, PROPERLY COMPACTED. NO LARGE ROCKS WILL BE PERMITTED WITHIN TWELVE INCHES (12"), OF THE FINISHED GRADE. 8. MOISTURE CONTENT: THE FILL MATERIAL SHALL BE COMPACTED AT THE APPROPRIATE MOISTURE CONTENT SPECIFIED FOR THE SOILS BEING USED, AS IDENTIFIED IN LABORATORY AND SOILS REPORTS WHICH HAVE BEEN PREVIOUSLY BEEN ACCEPTED BY THE HUD -FHA. MOISTURE CONTENT TOLERANCES SHOULD BE CLEARLY DEFINED FOR PLACEMENT OF EACH MATERIAL PROPOSED FOR USE IN A FILL. APPROPRIATE MOISTURE CONTENT IS DEFINED TYPICALLY, AS OPTIMUM MOISTURE CONTENT, HOWEVER FOR EXPANSIVE SOILS IT MAY BE GREATER THAN OPTIMUM MOISTURE CONTENT, AND OTHER MOISTURE CONTENTS MAY BY NECESSARY TO PRODUCE THE DESIRED RESULTS WITH SPECIFIC SOILS. 9. DENSITY TESTS: FIELD DENSITY TESTS SHALL BE MADE BY THE SOILS ENGINEER OF THE COMPACTION OF EACH LAYER OF FILL. DENSITY TESTS SHALL BE TARN IN THE COMPACTED MATERIAL BELOW THE DISTURBED SURFACE. WHEN THESE TESTS INDICATE THAT THE DENSITY OF ANY LAYER OF FILL OR PORTION THEREOF IS BELOW THE REQUIRED DENSITY. THE PARTICULAR LAYER OR PORTION SHALL BE REWORKED UNTIL THE REQUIRED DENSITY HAS BEEN OBTAINED. SUFFICIENT DENSITY TESTS SHALL BE MADE AND SUBMITTED TO HUD -FHA TO SUPPORT THE SOILS ENGINEER'S CERTIFICATION OF EACH FILL LAYER. 10. GRADING WORK SHALL BE DONE IN A MANNER TO PREVENT STORM DAMAGE TO PUBLIC OR PRIVATE PROPERTY OF OTHERS BY FLOODING, EROSION, DEPOSITION, DEBRIS, OR ANY OTHER DAMAGE RESULTING FROM THE GRADING WORK. 11. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS FOR IMPORTING MATERIAL. 12. THE SOILS SHALL DELINEATE THE LOCATION AND DEPTHS FOR OVER EX -LAVATION. 13, 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. CITY OF BAKERSFIELD STANDARD GRADING NOTES 1. ALL GRADING SHALL CONFORM WITH APPENDIX J OF 2016 CALIFORNIA BUILDING CODE CODE AND STANDARDS PERTAINING THERETO. 2. ALL CUT AND/OR FILL SLOPES SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) VERTICAL. 3. ALL FILL SLOPES SHALL NOT TOE OUT WITHIN TWELVE (12) FEET HORIZONTALLY OF THE TOP OF EXISTING AND/OR PLANNED SLOPES. 4. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURE FILL AND THE AREA SCARIFIED TO A DEPTH OF SIX (6) INCHES. 5. FILL AREAS SLOPING STEEPER THAN FIVE (5) TO ONE (1) SHALL BE KEYED AND BENCHED TO SUPPORT FILL. 6. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. 7. ENGINEER/BUILDING OFFICIAL WILL BE NOTIFIED FORTY EIGHT (48) HOURS PRIOR TO PLACING OF ANY FILL MATERIAL. 8. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY PERCENT (90%) MAXIMUM DENSITY AS DETERMINED BY UNIFORM BUILDING CODE STANDARDS NO. 70-1 AND SO CERTIFIED BY TEST AND REPORTS FROM SOILS ENGINEER. 9. ALL SLOPES IN EXCESS OF THREE (3) FEET IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. 10. DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. 11. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES. 12. SURFACE DRAINAGE TO BE ONE PERCENT (1%) MINIMUM, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. 13. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX J OF 2016 CALIFORNIA BUILDING CODE. 14. THE FACES OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A GROUND COVER INDIGENOUS TO THE AREA. 15. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS SOILS REPORT SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. 16. 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 PREVENET EROSION ONTO THE SIDEWALK. 17. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT' (NOT) 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. CITY OF BAKERSFIELD SEWER NOTES 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATION OF THE MANUFACTURER. 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER AND STRENGTH OR CLASS OF PIPE. 3. PVC PIPE A. MATERIALS: PIPE AND FITTINGS 12" AND SMALLER IN DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D3034 AND SDR 35. PIPE AND FITTINGS 15" AND LARGER SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION F679, Tl OR T2. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES. CUT -IN FITTINGS OR SADDLES ARE NOT PERMITTED B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF THE JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM SPECIFICATION D2321. ONLY CLASS 1 OR CLASS II EMBEDMENT MATERIAL SHALL BE CONSIDERED SUITABLE. 4. FOR CURVED PIPE, IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ABOVE THE SEWER MAIN FOR ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED OVER SEWER LATERALS EXTENDING FROM THE SEWER MAIN TO THE RIGHT-OF-WAY LINE. S. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE PER C.O.B. STD. SWA, UNLESS OTHERWISE NOTED ON THESE PLANS. 6. WYE FITTINGS SHALL BE INJECTED MOLDED IN-LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23" AND A MAXIMUM OF 45" ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLUG OR CAP (SOLVENT WELDED). 7. ALL LATERALS SHALL BE EXTENDED A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE A MINIMUM OF 4" IN DIAMETER, EXCEPT AS SHOWN ON THESE PLANS. 8. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWINGS SW -4 AND SW -5 AND SECTIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS, LATEST EDITION (SEE GENERAL NOTE 2). MANHOLES FOR PIPES 15" AND LARGER IN DIAMETER SHALL BE LINED BY A METHOD APPROVED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING SW -6. 10. ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS/CU. YD. OF CEMENTATIOUS MATERIAL AND HAVE A MAXIMUM WATERICEMENT RATIO OF 0.50. CEMENT SHALL BE 11. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AS ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24-HOUR MINIMUM NOTICE SHALL BE GIVEN TO THE CONSTRUCTION INSPECTION DEPARTMENT FOR TEST AND INSPECTION. 12. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360" IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY THE CFFYS CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE'CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY THE CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTYOF THE CITY. CONNECTION SEAL TO PVC LINED SEWERLINE OR MANHOLE 1. THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE CONNECTING LINE. THE CORED HOLE SHALL BE DESIGNED TO CUT A HOLE WITH MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE, OR PLASTIC LINER. 2. PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, THE PLASTIC LINER AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION. THE END OF THE CONNECTING LINE SHALL BE SEALED TO THE PVC BOOT WITH SIKA 449/203 PRIMER AND SIKA FLEX to SEALANT OR AN APPROVED EQUAL. 3. THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGLY TO THE OUTSIDE WALL OF THE CONNECTION. 4. THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION. 5. THE CONNECTING LINE SHALL BE CENTERED IN THE CORED HOLE AND PLACED SO IT IS FLUSH WITH THE INSIDE WALL OF THE RCP. 6. THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY AMERON, INC. OR AN EQUAL APPROVED BY THE CITY ENGINEER. CITY OF BAKERSFIELD WATER RESOURCES STANDARD GENERAL NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD, WATER RESOURCES DEPARTMENT, CURRENT STANDARDS AND SPECIFICATIONS FOR DOMESTIC WATER SYSTEMS. 2. CONNECTION TO THE CITY OF BAKERSFIELD WATER SYSTEM AND INSPECTION OF NEW INSTALLATION SHALL NOT BE ALLOWED, WITHOUT VERIFICATION OF PAYMENT OF ALL ASSOCIATED WATER AVAILABILITY FEES AND INSPECTION/METER SET FEES. 3. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STD. DWG. W-1 AND S-39, EXCEPT AS NOTED ON THE PLANS. 4. WATER LINE TRENCHES SHALL NOT BE SHARED WITH ANY OTHER UTILITY, WITH THIS REQUIREMENT CLEARLY INDICATED ON THE WATER AND UTILITY PLANS FOR THE DEVELOPMENT. S. THE CONTRACTOR SHALL VERIFY BY POTHOLLING, THE EXACT LOCATION OF ALL CONNECTION POINTS AND ALL OTHER UTILITIES OR APPURTENANCES THAT MAY POTENTIALLY INTERFERE WITH INSTALLATION OF WATER IMPROVEMENTS PRIOR TO PERFORMING ANY WORK. 6. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION, CALL 811. 7. CALIFORNIA WATER SERVICE COMPANY, AS AGENT FOR INSPECTION TO THE CITY OF BAKERSFIELD SHALL BE NOTIFIED AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION, 661-837-7200. 8. CONTRACTOR TO ENSURE THAT ALL FIRE HYDRANTS SHALL NOT BE PLACED WITHIN FIVE FEET OF ANY EXISTING OR PROPOSED WALLS, STREET LIGHTS, OR ANY OTHER OBSTRUCTIONS. 9. ANY EXISTING OR PROPOSED TREE SHALL BE REQUIRED A MINIMUM FIVE FOOT (5') HORIZONTAL CLEARANCE FROM ANY WATER MAIN LINE. 10. INSTALL WHARF HYDRANTS AT PHASE BOUNDARIES IF SUBSEQUENT PHASES ARE NOT CONSTRUCTED. UPON EXTENSION OF WATER LINE WHARF HYDRANT SHALL BE REMOVED & RELOCATED TO THE NEXT BOUNDARY. 11. CONTRACTOR TO INSTALL METER BOXES. CITY INSTALLS METERS. 12. ALL EXISTING WATER VALVES SHALL BE OPERATED SOLEY BY AUTHORIZED CITY WATER DEPARTMENT PERSONNEL OR ITS REPRESENTATIVE AGENTS. 13.24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DIVISION SHALL BE GIVEN AT LEAST A 24 HOUR NOTICE. THIS SECTION MAY BE NOTIFIED AT (661) 326-3049. 14. COMPACTION TEST NOTE: 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. 15. 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 REPALCING AS PER CITY ENGINEER. CITY OF BAKERSFIELD WATER RESOURCES FIRE WATER NOTES 17. FIRE WATER SERVICES SHALL COFORM TO N.F.P. CHAPTER 13 SPECIFICATIONS AND SHALL BE INSPECTED BY CITY OF BAKERSFIELD WATER RESOURSES DEPARTMENT INCLUDING ALL PIPING, KICKERS, CONNECTIONS FROM THE CITY WATER MAIN TO THE BUILDING. INCLUDING THE RISER. 18. ALL ANGEL POINTS WILL HAVE CONCRETE KICKERS AS PER CITY WATER STANDARDS. 19, F.D.C. WILL BE A MAXIMUM DISTANCE OF 9 FT. FROM FLOWLINE OF CURB & GUTTER AND 150 FT. MAXIMUM DISTANCE FROM A PUBLIC FIRE HYDRANT. 20. FIRE SERVCE SHALL NOT PASS THROUGH ANY FOOTINGS. 21. ANY FLOOR OR WALL PENETRATONS SHALL BE SLEEVED AND INCLUDE A FLEXIBLE MATERIAL WITHIN THE ANNULAR SPACE. 22. RISER INTO BULDING SHALL BE A STAINLESS STEEL ONE PIECE UNIT WITHIN THE BUILDING FOOTPRINT AND SHALL MAINTAIN A ONE FT. CLEARANCE MINIMUM FROM ALL WALLS. RISER SHALL TERMINATE 18" ABOVE FINISH FLOOR ELEVATION. 23. FIRE SERVICE SHALL BE SHOWN TO PASS A 200 PSI TEST DOCUMENTED BY CITY OF BAKERSFIELD WATER RESOURCES. 24. A CIVIL ENGINEERED SET OF PLANS SHALL BE SUBMITTED TO CITY OF BAKERSFIELD WATER RESOURCES FOR REVIEW AND SIGNATURE, CLEARLY REFLECTING THE ABOVE CRITERIA. PLANS SHALL BE SUBMITTED TO CITY OF BAKERSFIELD WATER RESOURCES WITH PRIOR FIRE DEPARTMENT APPROVAL CLEARLY INDICATED. CITY OF BAKERSFIELD STORM DRAIN NOTES 1. UNLESS OTHERWISE SHOWN ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE: REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICITIONS. (SEE GENERAL NOTE 2) B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. CITY OF BAKERSFIELD TRENCHING NOTES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT-OF-WAY SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND/OR PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING AND WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS i BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS 1 BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED TESTS WILL BE BACK CHARGED TO THE CONTRACTOR. 6.9-294 CITY RECORDS NO. z O U w 0 O m V Z J_ D m WQ WW H W U) Lo WF - w W z [�1 (+ W �V Zz Q < 0 Lr 1 M J 00 Dcc r C LL U) ul m 0) r JOB No.: G9 s FILE: 1836 ORANGE DATE: 82/14/2019 w ads z r9 JHH z w NO SCALE t7 Z w z O U w 0 O m V Z J_ D m WQ WW H W U) Lo WF - w W z [�1 (+ W �V Zz Q < 0 Lr 1 M J 00 Dcc r C LL U) ul m 0) r JOB No.: 1423.18 FILE: 1836 ORANGE DATE: 82/14/2019 DRAWN BY: JRA CHECKED BY: JHH SCALE: NO SCALE Cy;Idal C2 2 OF r 0 0 0 0 0 0 0 TI. EXISTING OVERHEAD POWER LINE OF OE OE °`Fy' - - OE - 0ry(.fE OF — 1—> - OF OE - - - - - - �d N OF o ----_-+-------- _------------------ b° ory OE OE 39 _ _ b +----------------------- SAWCUT M/N/MUM i' EXISTING PAVING EXISTING PA VING AND MATCH ACCESS h '�` LIMITS IN ALLEY doh ALLEY,, ° a a �`b 9 a S + s —S pet Dy ry66 EXISTING GAS STUBy0 a° -°+ ---------- -------------_-- +--------_ 1 - a u° O y O �r -O O—{ -Q C,. rd O OyS O 0- °O� , m pp4'y�'�'„ R' �. I E ory,dory �.�tr t 4 ; m y dory PROPOSED TRASH RECEPTACLEAREA G DEMOEXISTING CHAINLINK FENCING w w ryry1 d� I c° + i I W � a pD CONTRACTOR TO VERIFYPROPERTY A' 4` ,I LINEPRIOR TO BUILDING FOUNDATION AND FENCE CONSTRUCTION o0 0000 ° 00000 q,� bV- S� 00000o0o p�ry!t1 sl"I,6 I� 1 ° o dl a ry"' O 0 's O^ ?, Sgp2 3y 6 ,AO 1 5d°'L a BO ' eP1' Fs 1114,S tr°• Q I as �'o O�.`�v w ( `�'� IIJVV,, I v W °ryb6 a� W MO EXSTING HAINI%I(FENCING PROPOSED ryA ory �SWALE +bo V ) a IQ, I ° ) ro0 1900 ORANGE ST d 1836 ORANGE ST I -S-a° I -�d° 1830 ORANGE ST 1828 ORANGE ST APN: 007-170-12 APN: 007-170-11 i 4 Aft 007-170-10 APN: 007-170-09 I I�I J� LOT 43 LOT 44 „1e ,z.00v" 6 EXISTING I Dry 1 _°ry I'qi� MULIT-FAMILY I TBACK TO w „°ry6 7 6 ORANGE STREET '4 1❑ RESIDENCE P ERTYLINE I PROPOSED RESIDENTIAL BUILDING W 1,995 S.F. BUILDING W F.F.ELEV.-402.45 �� �' y (`-- F.P. ELEV- =SEE FOUNDATION PLAN Q CONTRACTOR TO VERIFY COMPACTION ON EXISTING ,o-dn'). OVER -EX PRIOR TO FOUNDATION CONSTRUCTION 09n SINGLE-FAMILY RESIDENCE C3I I 6Ir � dOry� ��ry° I doryry C3 W .. PROPOSED W o LOTLBYPARINE To CELMERGEREMOVEDI SWALE ., PRIOR TOERWA TI Aw rr I I � 3 BF-D866PAIIGI' I I }3�ILD yu {, (+ckM l; 745uh1U'e I I I "-Pa°"'�° �,_°' NOTE: 01`5` ALL ONSITE DRAINAGE SHALL BE / I1, �d t - - _ - e5 DIRECTED TO ORANGE STREET. VIP pp'L F5 _ I Ts X90 Ts e �^ I �`° - $ $ + I 5 NOTE: UNABLE TO LOCATE EXISTING SEWER LATERAL 0 , e II DURING FIELD SURVEY, CONTRACTOR T O ''5.2E EXISTING OVERHEAD LOCATEAND CHECKDEPTHPRIOR TO POWER LINE EXISTING STREET o CONSTRUCTION. COORDINATE WITH ARCH ITECT RIGHTOFWAAND ENGINEER PRIOR TO CONNECTION. 1n °/ 5.5 10 4__ �ry+ 0 0 ` - - - --- - 0 w w0 TZ"y - O dnn dye qq , EXISTING ISTwINGw SIDEWALK LOIQEoW4A�tr L9yK-EXISTING SIDEWALK 2 ---------- 77 _ �OE o 00. OE 0� Aw \w n - OE W__ WATER MAIN ORANGE 6 EXISTING WATER METER LOCATION. CONTRACTOR TO VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTION -I SEWER MAIN � EXI�NNGSEWERLATERAL CO ACTOR TO VERIFY SIZE, y TO pTNSTRUCNON. TPRIOR STREET_ 6"' A S S 5 5 S U,- Ft W �1 4.9Vt PROPOSED BUILDING W I NEW FENCE EXISTING GROUND qlo q 3:7 3:1 < \ \ /77a PROPOSED SWALE SECTION LOOKING NORTH \C3J SCALE: N.T.S. Z SECTION LOOKING NORTH C3 SCALE: N.T.S. f GROUND ( X) SECTION LOOKING WEST C3 SCALE: N.T.S. SECTION LOOKING WEST C3 SCALE: N.T.S. LEGEND -------------GRADE BREAK �N — CENTERLINE a v OQ PROPERTY LINE W � g RIGHT OF WAY Z w m ® x w > --- -- EXISTING SANITARY SEWER LINE & SIZE (IF KNOWN) cm _3 a Fm -- a --- -- EXISTING WATER LINE & SIZE (IF KNOWN) W -- -:�:+� -- -- EXISTING DRAIN LINE & SIZE (IF KNOWN) 03 yr-' ------------- EXISTING DRY UTILITY JOINT TRENCH z --- — -- EXISTING OVERHEAD ELECTRICAL LINE -- --- -- EXISTING UNDERGROUND TELEPHONE LINE > -- - --- -- EXISTING UNDERGROUND GAS LINE MIR -- ---- -- EXISTING UNDERGROUND FIBER OPTIC LINE 0 0 o EXISTING FENCE /.� DETAIL DESIGNATION DETAIL REFERENCE - DETAIL DESIGNATION (TOP), C3 SHEET NUMBER ' SHEET No. (BOTTOM) `b F- ^iP 100 - PROPOSED GRADE ELEVATION 0 1 =PROPOSED 2.0 / - = PROPOSED GRADIENT a CONCRETE PAVING FL = FLOWLINE a FS = FINISHED SURFACE FF = FINISHED FLOOR =PROPOSED ASPHALT PAVING FP =FINISHED PAD INV = INVERT OF PIPE TC = TOP OF CONCRETE TOG TOP OF GRATE = =PROPOSED LANDSCAPING TP =TOP OF PAVEMENT GB = GRADE BREAK p SOOpO - EXISTING SPOT ELEVATION u U ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENET EROSION ONTO THE SIDEWALK. PAVING/CONCRETE TABLE ( THIS SHEET ONLY CONSTRUCT 4" CL -3 CONCRETE OVER 12" NATURAL GROUND COMPACTED TO 95% MAX DENSITY CONSTRUCT 2.0" (OAT) AC OVER 4"(0.33') CL -2 AGG BASE OVER 12" NATURAL GROUND COMPACTED TO 95% MAX DENSITY CONSTRUCTION NOTES ( THIS SHEET ONLY) (D tO CONSTRUCT 6" CONCRETE CURB PER DETAIL SHEET C4 W Z O CONSTRUCT 5.5' WIDE SIDEWALK PER CITY STANDARD 3O ADDITIONAL NOTES m CONSTRUCT HANDICAP STRIPING AND SIGNAGE PER ARCHITECTURAL 0 F J ® DRAWINGS AND DETAILS AND PER TITLE 24 REQUIREMENTS AS SHOWN W Q Z ON SHEET C4 DETAILS Hl THROUGH H7 5 O 1. ALL WORK WITHIN STREET RIGHT OF WAY SHALL BE DONE UNDER SEPARATE (W Z a DETAIL SHEET C4 ENCROACHMENT PERMIT FROM THE CITY OF BAKERSFIELD. Q UJ 2. SEE SOILS REPORT FOR OVER -EX AND PAD PREPARATION © CONSTRUCT PERIMETER FENCE - SEE ARCHITECTS PLAN FOR DETAILS U) Q O 3. VERIFY CONCRETE SLAB THICKNESS PRIOR TO GRADING TO VERIFY FINISHED w Z ® INSTALL 3" CULVERT PIPE UNDER SIDEWALK PAD GRADE, Z [] 4.MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR 406 STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK O WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY z p ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENET EROSION ONTO THE SIDEWALK. PAVING/CONCRETE TABLE ( THIS SHEET ONLY CONSTRUCT 4" CL -3 CONCRETE OVER 12" NATURAL GROUND COMPACTED TO 95% MAX DENSITY CONSTRUCT 2.0" (OAT) AC OVER 4"(0.33') CL -2 AGG BASE OVER 12" NATURAL GROUND COMPACTED TO 95% MAX DENSITY CONSTRUCTION NOTES ( THIS SHEET ONLY) (D tO CONSTRUCT 6" CONCRETE CURB PER DETAIL SHEET C4 Z O CONSTRUCT 5.5' WIDE SIDEWALK PER CITY STANDARD 3O LANDSCAPING BY SEPARATE PLAN m CONSTRUCT HANDICAP STRIPING AND SIGNAGE PER ARCHITECTURAL F J ® DRAWINGS AND DETAILS AND PER TITLE 24 REQUIREMENTS AS SHOWN W Q Z ON SHEET C4 DETAILS Hl THROUGH H7 5 O CONSTRUCT TRUNCATED DOME DETECTABLE WARNING SURFACE PER (W Z a DETAIL SHEET C4 L Q UJ © CONSTRUCT PERIMETER FENCE - SEE ARCHITECTS PLAN FOR DETAILS U) Q O INSTALL TIRE STOPS w Z ® INSTALL 3" CULVERT PIPE UNDER SIDEWALK ffWn V Z [] 406 O �<,- z M 00 CJ G //< V C6 r JOB No.: 1423.17 FILE: 1836 ORANGE DATE: 02/14/2019 DRAWN BY: JRA CHECKED BY: JHH SCALE: 1"=10' 10 0 5 10 SHEET 1 INCH= 10 FEET 6.9-294 C3 CITY RECORDS NO. 3 OF 6 SHEETS ORANGE STREET GRADINGMWMI1 ORANGE ST -GRADING PIAN -REV 1.DWG 3!15126197,13:26 AM r 0 rn -Fr Gutter not been 1 5� SIDEWALJ( x - NOTE 9 FRONT EDGE OF SIDEWALK N CURB IF 1. CONCRETE (5 1/2 SACK) 1.5% inA SIDEWALK CONCRETE WALK. WHERE OCCURS. 6' r� OF SIDEWALK PLANE JOINTS ® 15' COMPACTED SUBGRADE tv 'a` Ic SEE NOTE 9 W � W z W ga g L K.. Ym Min 3 0.9" Min AND FRONT 2 EDGE OF $'n t SIDEWALK I a-o�IL BASE im BASE Did �� ss 0a N m AT CURfl --W'!�'o, AT CURB an 0 A. 4-2 "- F- -'1 Win CASE D II a� (RETAINING CURB (IF NECESSARY AT EDGE OF SIDEWALK 1 1,5% -Max J ].5% a. _.. __ ]. SIDEWALK ax es o' N ax N Npix R cora 8065.8onc FRONT iojf EDGE OF SIDEWALK Max 9.0% Max B SEE AT CURB AT CURB NOTE 9 SIDEWALK CASE B DETAIL A TYPICAL TWO -RAMP CORNER INSTALLATION See Nate 1 CASE E WHERE A FLARED SIDE OCCURS PROVIDE 2'-0" Min OF CURB - PjSIDEWALK RE A FLARED - OCCURS )VIDE 2•-0" OF CURB COMPLY If ITN LEC II0-705.LL2 FOR DOME SPACING/PATTEAN 7,tcc-r O III DETAIL B TYPICAL ONE -RAMP CORNER INSTALLATION See Notes 1 and 3 NOIES. O O O �--� 1. DOMES ARE TO MEET ALL A.D.A. D 9. REQUIREMENTS BASEDIA. 2 NO CLU£ OONN DOMES ARE 70 EE O USED. 3 SEE ARCHITECTURAL PLANS FOR TYPE AND MOR OF 07UNCA DDD DOMES RAISED TRUNCATED DOME PATTERN (M-LINE,j DETECTABLE WARNING SURFACE 1 TRUNCATED DOMES C4 N.T.S. nlFse LW Oran rro� RLL oi'O• rLw 3 a1BAGB/ ON! R• l�&M RVIRM RM am w NOTR` a m aw 1. TRANSbi Rl WALKS WTTINS OR SIREEIS 511ALL BE RUSH AND FREE OF ABRUPT WANT H6 ACCESSIBLE DROP-DOWN CURB RAMP C4 N.T.S. LIMIT OF PAY 4•_2" Mn_ ROUNDED- -T SEE NOTE e RETROFIT PAY LIMITS Existing curb and sidewalk r WE FM Willi W!fflLTIOS therm ON r 1WA W 81LES111M •rare STATE OF CALIFORNIA DEPARTMENT OF 1RANSPORTATION CURB RAMP DETAILS NO SCALE RSP A88A DATED JULY 3, 2015 SUPERSEDES RSP A88A DATED MARCH 21, 2014 AND RSP A88A DATED JULY 19, 2013 AND STANDARD PLAN ABBA DATED MAY 20, 2011 - PAGE 121 OF THE STANDARD PLANS BOOK DATED 2010. NIIBW XftACI3MMRYSAft J is REIL foaw Ci OdR aNA9/9P 4'WEIII &WSW Z 111N A0�lf- I QM INN.10�£ -SOY(.I H2 ACCESSIBLE PARKING STALL C4 N.T.S. TOP W � ri _ I 1 .• 7 SECTION A -A No" I. NAN9TTRVS N5VM RAMPS 0 WALKS WGZA?i IF 5fli B J MALL BE RUSH AND FREE OF ABRMer OVANi "r 2 4SM)WR" DWSH SHALL BEA IWNS6ER.ff NEMUN BROOM AMSN H7 SIDEWALK TRANSITION TO PAVEMENT C4 N.T.S. 717 _'�J^ F"..7 EXPANSION CURB IF NOTE: CLASS '3• CONCRETE (5 1/2 SACK) AT SIDEWALKS. fRETAINING NECESSARY AT EDGE 0.45" Min AND 047 Mar CONCRETE WALK. WHERE OCCURS. 6' r� OF SIDEWALK PLANE JOINTS ® 15' COMPACTED SUBGRADE ToF Diad - NodUm O W � W z W ga g L K.. Ym Min 3 0.9" Min AND 0Max 0 2 Z $'n W r Fw_-H BASE im BASE Did �� ss 0a N m j I an 0 w N Q� 1.5% Max / yad SIDEWALK l� 7.5% MRdTM°8 8 a.....` ].5% 6 m o s Mox v8 >�28 Max o x N a °r, M-.3 N xnp �m°°coca° `; op Na€Hien 01 ��° RAISED TRUNCATED DOME FI MONT EDGE_,.\ SEL NOTE 9 OF SIDEWALK /���+� QNOTES: C s�A� 1. As site conditions dictate, Case A through Case G curb ramps may be used for corner installations similar to those shown in Detail A and Detail B. The case of curbramps usd in Detail A do but have to IT.S% i 1.5% 1 SIDEWALK be the same. Case A throu9hCase G curb road, also may be used at aN mid block locations, as site conditions dictate. c x FRONT EDGE rOF 0 SIDEWALK EA 9.0% Max 2. If distance from curb to back of sidewalk is too short to a rAT CURB accommodate ram and 4'-2" platform (spring) as shown In Case A, by the sidewalk may a depressed longitudinally as n Case B or C or g y 6 FRONT may be w denedyas n Case D TAB 6" EDGE OF O Typ- SIDEWALK T 3 When ramp is located in center of curb return, crosswalk conflguratton must be similar to that shown for Detail C RETAINING ° o CURB (BOTH g oo8o5e 4. As site conditions dictate, the retaining curb sideandthe flared SIDES OF side of Na e Case G ramp shall be constructed in versed position. RAMP) 5, ]f located on a curve,the ides of the ramp need not be parallel, but the minimum widh of the ramp shall be 4•-2". 4'-2" Min .� -SEE NOTE 9 RETAINING 4'-2" Min SEE NOTE 9 CURB A 6. Side slope f ramp flares vary uniformly from a maximum of op90%o at curb to conform with longitudinal sidewalk slope atlpcent to top of the ramp, except in Case C and Case F. CASE F CASE G ], Transitions from ramps and landing to walks, 9ufters or streets shall be flush (no lip) antl free of abrupt cachets. See Note 4 RAMP) GUTTER 8. Counter slopes of adjoining gutters and road surfaces immediately FLOWLINE TOP OF RAMP 4'-2" Min colossi to antl within 24 inches of the curb ramp shall not be ROUNDED - steeper than 120 5.O% . Gutter an slope shall not exceed 1" of SEE NOTE 8 depth for each 2'- o width. T - - L5% Max r 9. Curb pb shall have a detectable w nine, rfaae that extends -7.5% Max the fall width and S-0" depth of the ramp. A 4•-0' wide detectable SECTION A warning surface may be used on a 4'-2" wide curb ramp. Detectable -A Warning Surfaces shall conform to the requirements in the Standard Specifications (BUFFER RETAINING CURB FLOWI_INE 10. Sidewalk and ramp thickness, 'T", shat] be 371minimum. IF NECESSARY \ TOP OF RAMP q•_p•' Min 11, Utility p II boxes, manholes, vaults and all other tility facilities ROUNDED Fes--( within the boundaries of the card ramp will be relocated or i ,Cc adfusted to grude by the ow er prior to, o in injunction with, - - curb ramp construction. ].5% Max 1.5% Max r - 12. warning surface may have to be cut to allow oval of Detectable w m o E NOTE 8 Ening utility covers while maintaining full detectable war width > SECTION B -B cad depth. d Depress entire sidewalk as required RETAINING CURB GUTTER IF NECESSARY 2.3" Min ANO 2.4" Max FLOWAGE CENTER TO CENTER N SPACING O ad T5% Max T RAISED TRUNCATED DOME PATTERN (IN-LINE) NOTE DETECTABLE WARNING SURFACE 8 SECTION C -C See Note 9 rLw 3 a1BAGB/ ON! R• l�&M RVIRM RM am w NOTR` a m aw 1. TRANSbi Rl WALKS WTTINS OR SIREEIS 511ALL BE RUSH AND FREE OF ABRUPT WANT H6 ACCESSIBLE DROP-DOWN CURB RAMP C4 N.T.S. LIMIT OF PAY 4•_2" Mn_ ROUNDED- -T SEE NOTE e RETROFIT PAY LIMITS Existing curb and sidewalk r WE FM Willi W!fflLTIOS therm ON r 1WA W 81LES111M •rare STATE OF CALIFORNIA DEPARTMENT OF 1RANSPORTATION CURB RAMP DETAILS NO SCALE RSP A88A DATED JULY 3, 2015 SUPERSEDES RSP A88A DATED MARCH 21, 2014 AND RSP A88A DATED JULY 19, 2013 AND STANDARD PLAN ABBA DATED MAY 20, 2011 - PAGE 121 OF THE STANDARD PLANS BOOK DATED 2010. NIIBW XftACI3MMRYSAft J is REIL foaw Ci OdR aNA9/9P 4'WEIII &WSW Z 111N A0�lf- I QM INN.10�£ -SOY(.I H2 ACCESSIBLE PARKING STALL C4 N.T.S. TOP W � ri _ I 1 .• 7 SECTION A -A No" I. NAN9TTRVS N5VM RAMPS 0 WALKS WGZA?i IF 5fli B J MALL BE RUSH AND FREE OF ABRMer OVANi "r 2 4SM)WR" DWSH SHALL BEA IWNS6ER.ff NEMUN BROOM AMSN H7 SIDEWALK TRANSITION TO PAVEMENT C4 N.T.S. 717 _'�J^ F"..7 EXPANSION JOINT NOTE: CLASS '3• CONCRETE (5 1/2 SACK) AT SIDEWALKS. EXPANSION JOINTS 0 30' CONCRETE WALK. WHERE OCCURS. 6' r� WEAKENED PLACE ON PLANE JOINTS ® 15' COMPACTED SUBGRADE OR CONCRETE PAVEMENT 2 AGE. BASE 12' COMPACTED NATIVE 1 6- CONCRETE CURB `kvC4 N.T.S. I INTERNATIONAL ACCESSIBILITY SYMBOL C4 N.T.S. (B4) ACCESSIBLE PARKING SPACE SIGN C4 N.T.S. 0 �AEf1=11'D platca W S RLE 81110A G" caw 1LOND M FS am a41106N:JaP W Wry RA/ 0/IBP ALL /6aNpAgY Stm ON SW AULCIM AOLYES4 AAD RATE MW JO PAN= ALL III 1O AE ADWAMMY AFRM T (6) ACCESSIBLE PARKING LOT ENTRANCE SIGN C4 N.T.S. 6.9-294 CITY RECORDS NO. h I v Z J_ m w Q J C/) p W VJ '^ C9 0_ 0 Z 0 Q F- O LL M 0 00 � U v� LO Lr rn JOB No.: 1423.18 FILE: 1836 ORANGE DATE: 0 211 4/2 01 9 DRAWN BY: JRA CHECKED BY: JHH SCALE: NO SCALE SHEET C4 4 OF SHEETS I a an q W 8aas Uas Q NodUm O W � W z W ga g L K.. Ym w Z $'n W r Fw_-H 0a N m an 0 w Q� / yad J ex l� NFw- 6 h I v Z J_ m w Q J C/) p W VJ '^ C9 0_ 0 Z 0 Q F- O LL M 0 00 � U v� LO Lr rn JOB No.: 1423.18 FILE: 1836 ORANGE DATE: 0 211 4/2 01 9 DRAWN BY: JRA CHECKED BY: JHH SCALE: NO SCALE SHEET C4 4 OF SHEETS I _ - OF - OF OF W OE - OE OE OE OE - - �w - - - - - - -- - - - - - - !Y OF - - - - - - of - W O of of ��s of of OE wm - - - - - - - - INSTALL PERIMETER ACCESS ALLEY FIBER ROLL S S S S S o^ e n S 5 5 S - - - - - - - - - - - - - - - - - - - - - - - as--- 83 ad ONERETE 0-0 0 0 0 o p o --o- I ASHOAREA Fj T BRI I FUELING w IWAREA. I U >> ,. ❑ I LIMITS OF CONSTRUCTIONW w . 0 0 77 ATFSIAL 0°0°0°0° 00000000 STORAGE .000000 00 0 0 0 0 00 ", ) W W 0 00 0 0 0 0 .0000000 - II` I O,7- O p m _ I y I WI I W I I I I w 1 .LI 1 1900 ORANGE ST 1836 ORANGE ST I 1 ,�.. 1830 ORANGE ST 1828 ORANGE S APN: 007-170-12 APN: 007-170-11 1 APN: 007-170-10 I APN: 007-170- 1 1� I � I LOT 43 LOT 44 W I PARCII 2 I ,� 1836 ORANGE STREET PARCIM MAP NO. 3508 I ' I PROPOSED FOUR-PLEXRESIDENTWL BUILDING ^: BK 17, P6. TOB, 0.R. "( S.F.BUILDING W r.F. F.F. ELEV. I�i;G I FOUND.45 F.P. ELEV. =SEE FOUNDATION PLAN . 1)' - CONTRACTOR TO VERIFY COMPACTION ON _y OVER -EX PRIOR TO FOUNDATION CONSTRUCTION I w \ II Y II NITS OF CONSTRUCTION INSTAL ERIMETER LEGEND FI ER ROLLS y FR FIBER ROLL PER CASQA DETAIL SE -1 I OR SES I 'i' W I6TAPERIMETER I I ROLLS (E) FIRE HYDRANT SANDBAGS OR GRAVEL BAGS "1 7w 1 kyr 1-0-0-0-0-0-0 --------- m w w m I moo- �-�?-gyp ". I .- -- -- -- I-- -_ ---_� _9..... 0 - 0 FR INSTALL SANDBAGS IN- - EXISTING. FLOWLINE OF i CURB & GUTTER AT PROJECT LIMITS � OE OE ��_O�- -OE OE O `E d7 W E OE _- u, � - _ ORANGE _ s W J_W W W W w- CONTRACTORTOIFIA fLOWLINE AND ST REMOVE ANY SEDI CO NSTRUCTION M STREET 3 -- -- _ _ -- _ - _ 10 0 5 10 1 INCH = 10 FEET EROSION, SEDIMENT AND DUST CONTROL PLAN ORANGE STREET & H STREET LOTS 43 & 44 OF HIRSHFIELD TRACK PROPOSED 5,850 S.F. RESIDENTIAL BUILDING A.P.N.: 007-170-11 CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA PROJECT STATISTICS 1. PROPERTY LOCATION: ON ORANGE STREET, BETWEEN OLEANDER & H STREET, CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA 2. PROPERTY OWNER: JOSE G. FRANCO & ARGELIA FRANCO 1836 ORANGE ST. BAKERSFIELD, CA 93304 3. PROJECT OPERATOR: HOUSING AUTHORITY OF THE COUNTY OF KERN (RESPONSIBLE FOR DUST 601 24TH STREET CONTROL PLAN IMPLEMENTATION) BAKERSFIELD, CA 93301 4. PROJECT ENGINEER: LANDMARK SURVEYING AND ENGINEERING (RESPONSIBLE FOR DUST 3101 N. SILLECT AVENUE SUITE 103 CONTROL PLAN PREPARATION) BAKERSFIELD, CA 93308 PHONE: (661) 859-1923 ATTN: MICHAEL DAUSTER 5. PROJECT TYPE: RESIDENTIAL BUILDING 6. DISTURBED AREA: 5,860 S.F. (NET) 7. PROPERTY BOUNDARY: 5,860 S.F. (NET) 8. AVERAGE DAILY 50 CY (APPROXIMATE) EARTHWORK THROUGHOUT: 9. START DATE: JULY 15TH, 2018 10. COMPLETION DATE: OCTOBER 15TH, 2018 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. 2. THE CONTRACTOR SHALL PREVENT 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 ONETIME. S. DURING ACTIVE OPERATIONS: a) APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO LIMIT VISIBLE DUST EMISSIONS (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 HAULIACCESS ROADS AND UNPAVED VEHICLEIEQUIPMENT 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. 3. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN AND IMPLEMENTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE KERN COUNTY STORMWATER MANAGEMENT PROGRAM. CONTRACTOR SHALL OBTAIN A COPY OF THE PROGRAM FOR HIS OWN USE. 4. THE CONTRACTOR MUST IMPLEMENT AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROL ON ALL DISTURBED AREAS DURING THE RAINY SEASON. 5. NON-STORMWATER DISCHARGES SHALL BE PROHIBITED FROM ENTERING THE EXISTING STREET. IN NO CASE SHALL WATERS ORIGINATING FROM THE SITE OF WORK ENTER THE ADJACENT CANAL. 6. SEDIMENT CONTROL PRACTICES SHALL EFFECTIVELY PREVENT A NET INCREASE OF SEDIMENT LOAD IN STORM WATER DISCHARGE. 7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). 8. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (NOV. 1 TO APRIL 15). 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). 11. PORTABLE SANITARY FACILITIES SHALL BE LOCATED ON RELATIVELY EVEN GROUND AWAY FROM TRAFFIC AREAS, DRAINAGE COURSES, AND STORM DRAIN INLETS AND SHALL HAVE APPROPRIATE CONTAINMENT AS REQUIRED BY THE STATE GENERAL CONSTRUCTION PERMIT. 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. ALL SEDIMENT SHALL BE REMOVED BY THE CONTRACTOR FROM THE PROPOSED ONSITE STORM DRAIN SYSTEM AFTER GRADING AND PRIOR TO COMPLETION OF PHASE 1 OF THE DEVELOPMENT. 6.9-294 CITY RECORDS NO. JRANGE STREET GRAGING\GING\1836 �. w .. A U iP A W mo DATE: 0211412019 �w DRAWN BY: JRA ' CHECKED BY: JH' 1 !Y VY q W W O W ��s � wm �. w .. A U iP A W JP n DATE: 0211412019 DRAWN BY: JRA ' CHECKED BY: JH' 1 SCALE: 1"=20' I r I 0 ZZ 0 J J d m0 F- WQz N Q 0 U) Vr R, N Q Z J F- 3 z W p LL :5 M _j ♦W� M �c U) Irl -G Z LI.: O_ U) U) Lo 0 (3) It 0) W 1_ JOB No.: 1423.19.18 FILE: 1836 ORANGE DATE: 0211412019 DRAWN BY: JRA ' CHECKED BY: JH' 1 SCALE: 1"=20' I C5 5 OF 6 SHEETS iWG31121201911'N37 I BEST MANAGEMENT PRACTICES (BMP's) General Nates 1. Best Management Practices (BMP's) contained herein reflect minimum requirements. Alternate methods providing equal or greater protection may be utilized. For additional BMP'5 refer to California Stormwater 8MP Handbooks, available of WWW. CABMPH 1V0800K5 COM 2. All construction activity shall be performed in accordance with a stormwater Pollution Prevention Plan (SWPPP) developed and implemented in compliance with requirements of the Ksm County Stormwater Management Program, National Pollutant Discharge Elimination 51stem (NPDES) Permit, and the State's General Permit. J. The SWPPP shall. - a. Identify potential pollutant sources and include the design and placement of BMPs to effectively prohibit the entry of pollutants from the construction site into and onto the street and storm drain system during construction. b. Be kept on site and amended to reflect changing conditions throughout the course of construction. a Be kept up to date. Any additional updates requested by agency representative are to be made immediately. 4. Non-Stormwater discharges are prohibited from entering any storm drain system and/or street. 5. Pollufonts shall be removed from stormwater discharges to the Maximum Extent Practicable (MEP) through design & implementation of the SWPPP. 6. A standby crew for emergency work shall be available at oil times during the rainy season (Nov. 1 to Apr. 15). Necessary materials shall be available on site 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. 7 Portable sanitary facilities shall be located on relatively level ground away from traffic areas, drainage courses, and storm drain inlets. 8. Employees, subcontractors and suppliers shall be educated on all BMP's including concrete waste storage and disposal procedures. 9. Sediment control practices sholl effectively prevent a net increase of sediment load in stormwater discharge. 1 ^ .a � ����„' r�rt A.y. �yG:\SYCFIdNGBtIPQdenIbRDESHMPSiSRfiPPLdwg,BMP t, 9 1012 005 8:33:30 AM Containment Area Nates., t. Leaking vehicles and equipment shall not be allowed on-site. Equipment and vehicles shall be inspected frequently for leaks and shall be repaired Ammedfgte/y. Clean up spills and Peaks promptly with absorbent materials,* do not flush with water 2. Vehicles and equipment shall be maintained, and repaired on-site only in designated areas. Prevent run-on and run-off from designated areas. Containment devices shall be provided and areas shall be covered if necessary. 3. Designate on-site vehrcle and equipment maintenance areas, away from storm drain in/ots and watercourses. 4. Always use secondary containment, such as a drain pan or drop doth, to catch spills and leaks when removing or changing fluids. 5. Legally dispose of used oils, fluids, and lubricants. 6. Provide spill containment dikes or secondary containment around stored oil, fuel, and chemical drums. 7. Maintain an adequate supply of absorbent spill cleanup materials in designated area. Length as needed to prevent tracking A series of Steel Plates (3 or more)vAth - Rumble Strips or min 4" coarse aggregate. Notes: 1. Sediments and other materials shall not be tracked from the site by vehicle traffic. The construction entrance roadways shall be stabilized so as to prevent sediments from being deposited into the public roods. Depositions must be swept up immediately and may not be washed down by rain or other means into the storm dram system. 2. Stabilized construction entrance shall be: a. Located at ony point where traffic will be entering or leaving a construction site to or from a public right of way, street, alley, and sidewo/k or parking area. b. A series of steel plates with 'rumble strips', and/or min 4' coarse aggregate with length, width & thickness as needed to adequgt/y provent any tracking onto paved surfaces. 3. Adding a wash rack with a sediment trop large enough to collect a// wash water can greatly improve efficiency. 4. All vehicles accessing the construction site shall utilize the stabilized construction entrance sites. 1. Remove all sediment deposited on paved roadways immediately. 2 Sweep paved areas that receive construction traffic whenever sediment becomes visible. J. Pavement washing with water is prohibited if it results in a discharge to the storm drain system. STABLIZED CONSTRUCTION ENTRANCE Notes: 7. Soi%S/ape stobi/ization practices shall be designed to preserve existing vegetation where feasible and to tevegetate open areas as soon as feasible after grading. These cantrol practices shall include temporary seeding, permanent seeding, f l li i a FUELING 7 o a Q Li mulching, sod stabilization, vegetative buffer strips, protection of trees, or other IE < y soil stabilization practices. !€ , a. w Stockpiled Material .y .v m w y v. ,v r x 2 Soil stabilization shall be implemented on afl inactive disturbed areas from E e i a � ��� ..: -�»��� e November 1 thru April 15 and on all disturbed areas during a rain event or fA W WVW• Wm.v W.WWV ♦W Ww W.v W WVW• WWm W�, _ f s potential rain. Silt c�e constructed level I fe%n. i /-JQ J. StabiZzablen practices shall control/prevent erosion from the forces of wind and i i rl 4 i Z water. �W. - -a Va-a , V.WWv. WWW JWW. W J, vv .wWv wW 3 4. StabfZzabon practices she// be implemented in conjunction with sediment Absorbent Cleanup Maximum I°`fi's; a trapping/filtering practices and practices to reduce the tracking of sediment onto: LM G\EXCRANGR.1PC41witNPDE3 BdtP5\SWPPPI dog BMPD,6/25r.AOi t036.3I AM QpOF,�E,`SSmaN 'Y paved roads. m 5. When using straw mulching, the minimum opplication shat/ be 2 tons/acre. Mulch o must be anchored immediatey to minimize kiss by wind or water. I,, M Qarx m e Z 0 6. When usingh droseedin mulchin the minimum application of wood fiber shall Y 9/ 9• P. el cr/ rn be 1,500 Abs/acre, that does not contain more than 50 percent newsprint. ", - Bermed Containment 7. For seeding recommendations, contact • USDA, Natural Resources Conservation Flte Past 0 Filter fabri w " Service at 5000 Calfforl Avenue, Bakersfield, CA 93309-0725. Phone: (651) 336-0967. igj Q FU�" Silt Fence . W W „ li i a FUELING 7 O EROSION CONTROL Li < y 1 ' , a. w Stockpiled Material .y .v m w y v. ,v r x -. __ -. 1 i E e i a � ��� ..: -�»��� e Z fA W WVW• Wm.v W.WWV ♦W Ww W.v W WVW• WWm W�, _ f s Silt c�e constructed level I fe%n. i /-JQ i i rl 4 i ung contourc �W. - -a Va-a , V.WWv. WWW JWW. W J, vv .wWv wW jd y Y , - 1 p Absorbent Cleanup Maximum I°`fi's; LM G\EXCRANGR.1PC41witNPDE3 BdtP5\SWPPPI dog BMPD,6/25r.AOi t036.3I AM QpOF,�E,`SSmaN Silt Fence . W W „ li i a FUELING 7 i Li < y 1 ' , a. w Stockpiled Material .y .v m w y v. ,v x -. __ -. 1 i E e i P � ��� ..: -�»��� e Z fA W WVW• Wm.v W.WWV ♦W Ww W.v W WVW• WWm W�, s Silt c�e constructed level I fe%n. i /-JQ ung contourc �W. - -a Va-a , V.WWv. WWW JWW. W J, vv .wWv wW Absorbent Cleanup Maximum I°`fi's; LM Ww Material slope length Murnar M Qarx m e I��f-,j�S el cr/ - Bermed Containment Flte Past 0 Filter fabri w " 26 10'00 igj Q FU�" Bermed ContanmenArea Flew (max) PZ e.• a Compact -24 = 7 aW _ - W . kfill ' WImpervious .y sMaxmum �aw ' W W 22 V) (J ,) ate$ vdt=N50 Int6of Silt fencTurn Fl:o"'a 4 W WW fence up-slopeNotes Q a 1. Fueling shall be performed in a designated area, away from drainage courses. 'v W w 'J, w v SANDBAGS/GRAVEL BAGS 1. Excess and waste concrete she// not be washed into the street or into a j€ M _x 06 PLACED TIGHTLY TOGETHER;, �9� drainage system. it 2 Absorbent cleanup materia/ shall be on site and Used immediately in the event Z J W W W W W W W W W W ALL AROUND MATERIAL 1 - 2. FOl WOS%)OOt Of concrete and mortar products v designated containment facility s of a spill. € ;, F_ -. of sufficient capacity to retain liquid and solid waste shall be provided on site. f i z 3. Slurry from concrete and asphalt saw cutting shall be vacuumed or contained, Notes: Q W w w w v, W u, .v m 'v ,v i dned, picked up and disposed of properly. 0 U_ t 1. Construct the silt fence along a level contour. 2. Silt fences shall remain in place until the disturbed area is permanently I 1 O (; Ih stabilized. (� ♦- Notes: i i 3 Provide sufficient room for runoff to pond behind the fence and allow sediment f M J W 1. removal equipment to pass between the silt fence and toe of slope or other l (n Dirt and other construction related materials placed in impervious be the street or on other to y p { obstructions. About 1200 sq. ft. of ponding area shall be provided for every ocrel' e surfaces must contained with sandbags or other measures ��. draining to the fence. t C Z prevent transport to the sformdrain system.Turn 2. from (' Ali the ends of the filter fence uphill to prevent stormwater from flowing ! O Any construction motanai stored or stockpiled on-site shall be pratected {,: around the fence. (L being transported by the force of wind or water. " , 5. Leave on undisturbed or stabilized area immediately downslope from the fence ' 6. Do not place is live stream or intermittently flowing channels. 7, When standard filter fabric is used, a wire mesh support fence shall be fastened ? 1.0 0 ' f 4 securely to the upslope side of the pasts using heavy-duty wire staples at least ' 1 inch long, tie wires or hog rings. (, LLJ MATERIAL STORAGE CONCRETE XASTE MANAGEMENT 1 „ i a FUELING 7 0, 1 y 1 ' , i , -ii:.cr: � e Il P � ��� ..: -�»��� f -���•� _ i G \EXCBANGEVPCWsntNPDES BMPS5WPPPIdl BMP G, &2512003 11 4 9 53 AM G]EXCHAIdGByPGrydan&PDESHVPS50JPPPLdwg RMPP 61231N031039D4 A f CONCRETE XASTE MANAGEMENT 1 „ i VEHICLE EQUIPMENT FUELING 7 0, y 1 ' r 1 f i , -ii:.cr: � p _ f G:IEXCBANGE\IPC?dantNPDES SMPS�SWPPPLdwy, BitPF, 6!25!2003 10 3T:38 AM SIL 1 FENCE C JOB No.: 1423.18 �-� FILE: 1836 ORANGE S� i DATE: 02114/2019 DRAWN BY: JRA CHECKED BY: JHH i tl -ce 'J tJ v i s t ,.., .,,.,..F,.„„ .. . , ,,..._... ., ..:.... _ ,.... ..., . . � .. :... ._ ... SALE: NIA G\FX(S[ANGE\IPCkinn:lu'PDESRhIP5r5WPPPI fivp RA1PR, 6n5/200310:3R:30 AM SHEET 6.9-294 C6 CITY RECORDS NO. 6 OF 6 SHEETS i VEHICLE EQUIPMENT FUELING , y 0 i , -ii:.cr: _ f G \EXCBANGEVPCWsntNPDES BMPS5WPPPIdl BMP G, &2512003 11 4 9 53 AM SIL 1 FENCE C JOB No.: 1423.18 �-� FILE: 1836 ORANGE S� i DATE: 02114/2019 DRAWN BY: JRA CHECKED BY: JHH i tl -ce 'J tJ v i s t ,.., .,,.,..F,.„„ .. . , ,,..._... ., ..:.... _ ,.... ..., . . � .. :... ._ ... SALE: NIA G\FX(S[ANGE\IPCkinn:lu'PDESRhIP5r5WPPPI fivp RA1PR, 6n5/200310:3R:30 AM SHEET 6.9-294 C6 CITY RECORDS NO. 6 OF 6 SHEETS