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6.9-295
VICINITY MAP NO SCALE 1332 K STREET 21240 S.F. FOUR—PLEX RESIDENTIAL BUILDING CITY OF BAKERSFIELD, STATE OF CALIFORNIA 1526.18 ~ LEGAL DESCRIPTION: W a LOT 13 AND THE NORTH 20 FEET OF LOT 14 IN BLOCK 367 OF THE STARK JRA -CHECKED BY: (Z 34TH V. NO SCALE - CALIFORNIA, AS PER MAP RECORDED MARCH 11, 19021N BOOK 1, PAGES 103 � AND 104 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER, OF SAID U COUNTY. h ll0 / PROJECT LOCATION TRUXTUN AVE. 14TH ST 'CALIFORNIA — AVE. a Zoe � rc 4TH ST. _ a U BRUNDACE LN. VICINITY MAP NO SCALE 1332 K STREET 21240 S.F. FOUR—PLEX RESIDENTIAL BUILDING CITY OF BAKERSFIELD, STATE OF CALIFORNIA ALSO BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 30, TOWNSHIP 29 SOUTH, RANGE 28 EAST, MOUNT DIABLO BASE AND MERIDIAN IN THE COUNTY OF KERN, STATE OF CALIFORNIA. APN: APN: 006-450-23 BENCHMARK USED: LEAD AND NAIL TAGGED L.S. 4282, PER RECORD OF SURVEY IN BK. 17, PG. 54. LOCATED 15 FEET SOUTH OF THE NORTH LINE OF LOT 161N CONIC. SIDEWALK. ELEVATION = 399.50' (U.S.G.S. DATUM) G\ria\rCCf'J LANDMARK SURVEYING AND ENGINEERING 3101 N. SILLECT AVE, SUITE 103 BAKERSFIELD, CA 93308 PHONE: (661) 869-1923 CONTACT: MICHAEL DAUSTER OWNER HOUSING AUTHORITY OF THE COUNTY OF KERN 601 24TH STREET BAKERSFIELD, CA 93301 Y SPR# 19-0010 14TH STREET SEE SHEET C3 OF _ OE OE - OE .. . i- 1 ------------------ 1 i STARK TA4 OP MAPS BK 1 PG. j03 & 10 -------------------------------- I II I ! I I I� I I 11 INDEX MAP SCALE: 1"= 20' OE-- OE I 1 LOT 12 I----------------------- 1 LOT 11 r------------------------ 1 L LOT 10 I------------------------ I 1 LOT r STA TRp 4T MAPS RK 10 OF ----- SK' 1, ---------------1 I The GRADING PLAN as shoran on"dmmV ing is P,amby approved, subject to aradddAns.AWalPLINIO Wools Depamnentand Building Depadma0t' a¢pmveE®oyas todedgn m%daused and to CRY Sisrtddrds,Codes and Ordinances. Enginesrforthesu4dividerorde aha8bemsPH sibla foraccuracyofcalculadolts4orlfiiaplaaandehNlsu6raftacedi8ed "as -graded' plan after completion of the gradfng. APP EF$01( 085 �/T��j 51ic Wo;ka Dapa1lment Da1,te 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 200 CY FILL` 200 CY NET 0 CY (CUT) SHRINKAGE 25% ONSITE GRADING AREA: 6,137 ST (0.14 NET ACRES) QUANTITIES ARE "COMPACTED IN-PLACE"VOLUMES AND DO NOT INCLUDE OVER -EX OF THE SUB -GRADE PREPARATION. CONTRACTOR TO VERIFY COMPACTION ON OVER -EX PRIOR TO FOUNDATION CONSTRUCTION. SHEET NO. INDEX C1 TITLE SHEET C2 GRADING NOTES C3 GRADING PLAN & CROSS-SECTIONS C4 GRADING DETAILS C5 EROSION, SEDIMENT & DUST CONTROL PLAN C6 EROSION, SEDIMENT & DUST CONTROL 9MPS 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 (SWRCS 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 C6 WILL BE THE AREA TO BE DISTURBED AND INCLUDES ALL STAGING AREAS. THIS AREA COINCIDES WITH THE SURVEY PROVIDED BY DATED , 2018. NO UNDEVELOPED LANDS LOCATED BEYOND THE PROPOSED DEVELOPMENT FOOTPRINT MAY BE USED, ALTERED OR DRIVEN OVER SUBMITTED BY.04125/2019 JOHN H. HULSON, SR. R.C.E. 35265 DATE 6.9-295 CITY RECORDS NO. 1526.18 ~ LEGAL DESCRIPTION: W I W LOT 13 AND THE NORTH 20 FEET OF LOT 14 IN BLOCK 367 OF THE STARK JRA -CHECKED BY: (Z TRACT, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF NO SCALE CALIFORNIA, AS PER MAP RECORDED MARCH 11, 19021N BOOK 1, PAGES 103 AND 104 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER, OF SAID COUNTY. ALSO BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 30, TOWNSHIP 29 SOUTH, RANGE 28 EAST, MOUNT DIABLO BASE AND MERIDIAN IN THE COUNTY OF KERN, STATE OF CALIFORNIA. APN: APN: 006-450-23 BENCHMARK USED: LEAD AND NAIL TAGGED L.S. 4282, PER RECORD OF SURVEY IN BK. 17, PG. 54. LOCATED 15 FEET SOUTH OF THE NORTH LINE OF LOT 161N CONIC. SIDEWALK. ELEVATION = 399.50' (U.S.G.S. DATUM) G\ria\rCCf'J LANDMARK SURVEYING AND ENGINEERING 3101 N. SILLECT AVE, SUITE 103 BAKERSFIELD, CA 93308 PHONE: (661) 869-1923 CONTACT: MICHAEL DAUSTER OWNER HOUSING AUTHORITY OF THE COUNTY OF KERN 601 24TH STREET BAKERSFIELD, CA 93301 Y SPR# 19-0010 14TH STREET SEE SHEET C3 OF _ OE OE - OE .. . i- 1 ------------------ 1 i STARK TA4 OP MAPS BK 1 PG. j03 & 10 -------------------------------- I II I ! I I I� I I 11 INDEX MAP SCALE: 1"= 20' OE-- OE I 1 LOT 12 I----------------------- 1 LOT 11 r------------------------ 1 L LOT 10 I------------------------ I 1 LOT r STA TRp 4T MAPS RK 10 OF ----- SK' 1, ---------------1 I The GRADING PLAN as shoran on"dmmV ing is P,amby approved, subject to aradddAns.AWalPLINIO Wools Depamnentand Building Depadma0t' a¢pmveE®oyas todedgn m%daused and to CRY Sisrtddrds,Codes and Ordinances. Enginesrforthesu4dividerorde aha8bemsPH sibla foraccuracyofcalculadolts4orlfiiaplaaandehNlsu6raftacedi8ed "as -graded' plan after completion of the gradfng. APP EF$01( 085 �/T��j 51ic Wo;ka Dapa1lment Da1,te 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 200 CY FILL` 200 CY NET 0 CY (CUT) SHRINKAGE 25% ONSITE GRADING AREA: 6,137 ST (0.14 NET ACRES) QUANTITIES ARE "COMPACTED IN-PLACE"VOLUMES AND DO NOT INCLUDE OVER -EX OF THE SUB -GRADE PREPARATION. CONTRACTOR TO VERIFY COMPACTION ON OVER -EX PRIOR TO FOUNDATION CONSTRUCTION. SHEET NO. INDEX C1 TITLE SHEET C2 GRADING NOTES C3 GRADING PLAN & CROSS-SECTIONS C4 GRADING DETAILS C5 EROSION, SEDIMENT & DUST CONTROL PLAN C6 EROSION, SEDIMENT & DUST CONTROL 9MPS 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 (SWRCS 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 C6 WILL BE THE AREA TO BE DISTURBED AND INCLUDES ALL STAGING AREAS. THIS AREA COINCIDES WITH THE SURVEY PROVIDED BY DATED , 2018. NO UNDEVELOPED LANDS LOCATED BEYOND THE PROPOSED DEVELOPMENT FOOTPRINT MAY BE USED, ALTERED OR DRIVEN OVER SUBMITTED BY.04125/2019 JOHN H. HULSON, SR. R.C.E. 35265 DATE 6.9-295 CITY RECORDS NO. RCE 38265 V Z J m J f WZ w W UJ U) W cl) Y UJ M d H co r 0 U� d N N JOB No.: 1526.18 Xi-I)�Sfa�'4 a W C , Jm = JRA RCE 38265 V Z J m J f WZ w W UJ U) W cl) Y UJ M d H co r 0 U� d N N JOB No.: 1526.18 FILE: 1332 K ST _ DATE: 0 412 5/2 01 9 DRAWN BY: JRA -CHECKED BY: MD SCALE: NO SCALE SHEET C1 1 s+- 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 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 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 (6"), 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 TAKEN 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-CAVATION. 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 ANDIOR PLANNED SLOPES. 4. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURE FILL AND THE AREA SCARIFIED TOA 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" (NO]) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO.2009-009-DWO AS AMENDED BY ORDER 2010-0014-DWO 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, TI 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 11 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. SW -1, 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 -6 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 WATER(CEMENT 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 CITYS 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 1A 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 INSPECTIONIMETER 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. 5. 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 611. 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 8 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 -0F -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 STORM DRAIN NOTES 1526.18 FILE: 1332 K ST m 04/25 20019 1. UNLESS OTHERWISE SHOWN ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE EMENIIIIIIIIIIIIIIz CHECKED BY: THE FOLLOWING: a rc 9 A. REINFORCED CONCRETE PIPE: REINFORCED CONCRETE PIPE SHALL BE CLASS III w 5 (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICITIONS. (SEE GENERAL NOTE 2) - rc O0 w- ® B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS z OF SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS, ... � V C. CONCRETE PIPE SHALL BE WD IN ACCORDANCE WITH THE REQUIREMENTS OF u8 m SECTION 65 OF THE STANDARD SPECIFICATIONS. -`fO c) a D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT V RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE ? a AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS Y m BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE _ 7 y PULLED APART AND SATISFACTORILY REMADE. ® ®$ill �. i. m ^! CITY OF BAKERSFIELD TRENCHING NOTES IRT 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS CN AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. C% 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT -0F -WAY SHALL BE w BACKFILLED AND COMPACTED IN ACCORDANCE WITH CITY OF BAKERSFIELD o o STANDARD DRAWING ST -22, K 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT oe; 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. Z 5. FLOODING AND WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. a 6. CLASS 1 BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS I%. o O_ 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE w 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. ADDITIONAL NOTES 1. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. F v 2. GRADING WORK WILL BE SUPERVISED AND ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX J OF THE CALIFORNIA BUILDING CODE, 6.9-295 CITY RECORDS NO. V Z 0 J JOB No.: 1526.18 FILE: 1332 K ST m 04/25 20019 DRAWN BY: J CHECKED BY: MD a NO SCALE W LLJ 0 F- w- ® z r// v� �y LL � V Lu 0N c) a c') V ? O LL 0 IRT CN C% JOB No.: 1526.18 FILE: 1332 K ST DATE: 04/25 20019 DRAWN BY: JRA CHECKED BY: MD SCALE: NO SCALE SHEET C2 0 /� - ----- 14TH------ -� --- STREET G— —� 'G _— G G—G ---�---- W ----w— " - °P q° _ G oy - G OE OE OF OE - CE --OE—OE - OE - — — OE -- OE - 4 10 EXISTING OVERH6AD� POWER LINE ? y= 'EXISTING HYDRANT c e. 99� �". m w ,✓,�d� w v � ^r W w w w w w w m v. w � � °�. 10 w `'h w w w ✓ . W � .r w m w w w w m v�' � w � w w +hyo I v w C3 B I� I II II I II I I i I Y '188% I + 156% 10 I w v W W 4� 1❑ 3 W TJ, l° ' Np LOT 13 CENTERLINE STARK TRACT PROPERTY LINE BK 1, PG. 103 & 104 OF MAPS RIGHT OF WAY 1332 K STREET EXISTING SANITARY SEWER LINE & SIZE (IF KNOWN) PROPOSED FOUR-PLEX RESIDENTIAL BUILDING EXISTING WATER LINE & SIZE (IF KNOWN) 2,240 S.F. BUILDING EXISTING DRAIN LINE & SIZE (IF KNOWN) F.F. ELEV. =400.00 EXISTING DRY UTILITY JOINT TRENCH ---------------- ----- -----_ ----- LOT LINE TO BE REMOVED EXISTING OVERHEAD ELECTRICAL LINE -- T BYPARCELMERGER PRIOR TO CERTIFICATE OF OCCUPANCY LOT 14 EXISTING UNDERGROUND GAS LINE STARK TRACT EXISTING UNDERGROUND FIBER OPTIC LINE BK 1, PG. 103 & 104 OF MAPS DETAIL REFERENCE - DETAIL DESIGNATION (TOP), C3 SHEET NUMBER SHEET No. (BOTTOM) W TJ, l° ' Np - - — CENTERLINE - - PROPERTY LINE - - RIGHT OF WAY - S5 EXISTING SANITARY SEWER LINE & SIZE (IF KNOWN) EXISTING WATER LINE & SIZE (IF KNOWN) ---DFS EXISTING DRAIN LINE & SIZE (IF KNOWN) —JT EXISTING DRY UTILITY JOINT TRENCH w EXISTING OVERHEAD ELECTRICAL LINE -- T k k � EXISTING UNDERGROUND GAS LINE -------PO--— EXISTING UNDERGROUND FIBER OPTIC LINE A DETAIL DESIGNATION DETAIL REFERENCE - DETAIL DESIGNATION (TOP), C3 SHEET NUMBER SHEET No. (BOTTOM) V J � TS ppp 1 r Rb 2.0% b �t s ealb b AbO Q ,yA FF = FINISHED FLOOR =PROPOSED ASPHALT PAVING FP =FINISHED PAD 10 0 5 10 INV - INVERT OF PIPE TO = TOP OF CONCRETE TOG = TOP OF GRATE 1 INCH = 10 FEET = PROPOSED LANDSCAPING TP = TOP OF PAVEMENT Z GB = GRADE BREAK LL I,p �pp - EXISTING SPOT ELEVATION ADDITIONAL NOTES 0 ICT CV N 4 A " s TS TS --------------- — — — — — — — — — — — — — —_�-7—� T 7 ----------- FND SETLEAD & NAIL —-- PER RECORD OF SURVEY 18-2 i I BK 17, PG. 54 O.R. Al LOT 15 STARK TRACT BK 1, PG. 103 & 104 OF MA _----------- ---------------------- — -- --- i -- I PROJECTSENCHMARK FND SET LEAD & NAIL I TAGGED LS 4282 PER - BK 17, P O54 ORVEY75-2 R. N. 2322538.905 b 116 E. 892&zsa30e.592 STARK TRACT 2.399.50 BK 1, PG. 103 & 104 OF MAPS — — I I LEGEND 1526.18 - - - - - - - -GRADE BREAK - - — CENTERLINE LEGEND 1526.18 - - - - - - - -GRADE BREAK - - — CENTERLINE - - PROPERTY LINE - - RIGHT OF WAY - S5 EXISTING SANITARY SEWER LINE & SIZE (IF KNOWN) EXISTING WATER LINE & SIZE (IF KNOWN) ---DFS EXISTING DRAIN LINE & SIZE (IF KNOWN) —JT EXISTING DRY UTILITY JOINT TRENCH ---- OE-- ----- --- EXISTING OVERHEAD ELECTRICAL LINE -- T EXISTING UNDERGROUND TELEPHONE LINE W EXISTING UNDERGROUND GAS LINE -------PO--— EXISTING UNDERGROUND FIBER OPTIC LINE A DETAIL DESIGNATION DETAIL REFERENCE - DETAIL DESIGNATION (TOP), C3 SHEET NUMBER SHEET No. (BOTTOM) V J � TS ppp - PROPOSED GRADE ELEVATION Y 2.0% =PROPOSED = PROPOSED GRADIENT CONCRETE PAVING FL = FLOWLINE Q FS = FINISHED SURFACE FF = FINISHED FLOOR =PROPOSED ASPHALT PAVING FP =FINISHED PAD 10 0 5 10 INV - INVERT OF PIPE TO = TOP OF CONCRETE TOG = TOP OF GRATE 1 INCH = 10 FEET = PROPOSED LANDSCAPING TP = TOP OF PAVEMENT Z GB = GRADE BREAK LL I,p �pp - EXISTING SPOT ELEVATION ADDITIONAL NOTES i I EXIST I I I I SECTION LOOKING NORTH �C3 SCALE. N.T.S. PROPOSED BUILDING 51.25't 41 f /\�Y/N'�--EXISTING IMPROVEMENTS PROPOSED GROUND) I WI 2 SECTION LOOKING WEST 3 SCALE: N.T.S. Q I I II I I 3 SECTION LOOKING NORTH C3 SCALE: N.T.S. 1. CONTRACTOR TO VERIFY COMPACTION ON OVER -EX PRIOR TO FOUNDATION CONSTRUCTION. 2.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. PAVING/CONCRETE TABLE ( THIS SHEET ONLY CONSTRUCT 4" CL -3 CONCRETE OVER 12" NATURAL GROUND COMPACTED TO 95% MAX DENSITY CONSTRUCT 2.0" (GAT) AC OVER 4" (0.33') CL -2 AGG BASE OVER 12" NATURAL GROUND COMPACTED TO 95% MAX DENSITY CONSTRUCTION NOTES ( THIS SHEET ONLY) 1O CONSTRUCT 6" CONCRETE CURB PER DETAIL ON SHEET C4, O CONSTRUCT HANDICAP STRIPING AND SIGNAGE PER ARCHITECTURAL DRAWINGS AND DETAILS AND PER TITLE 24 REQUIREMENTS AS SHOWN ON SHEET C4, O CONSTRUCT HANDICAP RAMP PER 2010 CALTRANS STANDARD DETAIL RSP A88A - CASE "F" MODIFIED AS SHOWN. ® INSTALL TRUNCATED DOME DETECTABLE WARNING SURFACE PER DETAIL ON SHEET C4. O SAW CUT V MIN. AND MATCH, PROVIDE SMOOTH TRANSITION. © CONSTRUCT PERIMETER FENCE - SEE ARCHITECTS PLAN FOR DETAILS O LANDSCAPING BY SEPARATE PLAN ® CONSTRUCT CURB AND GUTTER PER COB STANDARD ST -1 Og GRIND AND REPLACE 2" OF ASPHALT 10 CONSTRUCT STANDARD 5' SIDEWALK 11 CONSTRUCT 6' CROSS GUTTER LISTING PAVING 4 (X_ SECTION LOOKING WEST CSCALE: N.T.S. 6.9-295 CITY RECORDS NO. DHANENS- K STREET GRADING PI o IQ F ' O 1526.18 FILE: J �® 04!25/2019 DRAWN BY: J CHECKED BY: 3 Q I I EXIST I I I I SECTION LOOKING NORTH �C3 SCALE. N.T.S. PROPOSED BUILDING 51.25't 41 f /\�Y/N'�--EXISTING IMPROVEMENTS PROPOSED GROUND) I WI 2 SECTION LOOKING WEST 3 SCALE: N.T.S. Q I I II I I 3 SECTION LOOKING NORTH C3 SCALE: N.T.S. 1. CONTRACTOR TO VERIFY COMPACTION ON OVER -EX PRIOR TO FOUNDATION CONSTRUCTION. 2.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. PAVING/CONCRETE TABLE ( THIS SHEET ONLY CONSTRUCT 4" CL -3 CONCRETE OVER 12" NATURAL GROUND COMPACTED TO 95% MAX DENSITY CONSTRUCT 2.0" (GAT) AC OVER 4" (0.33') CL -2 AGG BASE OVER 12" NATURAL GROUND COMPACTED TO 95% MAX DENSITY CONSTRUCTION NOTES ( THIS SHEET ONLY) 1O CONSTRUCT 6" CONCRETE CURB PER DETAIL ON SHEET C4, O CONSTRUCT HANDICAP STRIPING AND SIGNAGE PER ARCHITECTURAL DRAWINGS AND DETAILS AND PER TITLE 24 REQUIREMENTS AS SHOWN ON SHEET C4, O CONSTRUCT HANDICAP RAMP PER 2010 CALTRANS STANDARD DETAIL RSP A88A - CASE "F" MODIFIED AS SHOWN. ® INSTALL TRUNCATED DOME DETECTABLE WARNING SURFACE PER DETAIL ON SHEET C4. O SAW CUT V MIN. AND MATCH, PROVIDE SMOOTH TRANSITION. © CONSTRUCT PERIMETER FENCE - SEE ARCHITECTS PLAN FOR DETAILS O LANDSCAPING BY SEPARATE PLAN ® CONSTRUCT CURB AND GUTTER PER COB STANDARD ST -1 Og GRIND AND REPLACE 2" OF ASPHALT 10 CONSTRUCT STANDARD 5' SIDEWALK 11 CONSTRUCT 6' CROSS GUTTER LISTING PAVING 4 (X_ SECTION LOOKING WEST CSCALE: N.T.S. 6.9-295 CITY RECORDS NO. DHANENS- K STREET GRADING PI o IQ F ' O JOB No.: 1526.18 FILE: 1332 K ST �® 04!25/2019 DRAWN BY: m- CHECKED BY: MD SCALE: 1"=10' aW F- w W W (j) V J li Y X Z N J Q M � d Z LL LL ujb 0 ICT CV N JOB No.: 1526.18 FILE: 1332 K ST DATE: 04!25/2019 DRAWN BY: JRA CHECKED BY: MD SCALE: 1"=10' C3 3 OF 6 SHEETS M 4251201912:42:64 PM 0 r 0 0 0 0 0 14TH STREET I w w yn LL �Q w CONTRACTOR TO INSPECT, FLOWLINE AND STREET DAILY TO REMOVE ANY SEDIMENT OR CONSTRUCTION MATERIAL. I l W1.5 y II i II I! II I' Y II Ij I / 00 LOT 13 CONTRACTOR TO INSPECT �w STARK TRACT EXISTING HYDRANT VY FLOWLINE AND STREET DAILY TO W I 1332 K STREET REMOVE ANY SEDIMENT OR PROPOSED FOURPLEX RESIDENTIAL BUILDING / . — — --- CONSTRUCTION MATERIAL. -------------F_F ELEV.4-00.00 I W E LOT 14 ca ; STARK TRACT z z <M BK. 1, PG. 103 & 104 OF MAPS > —"— a mm / h OE w OE OE OE OE OE OE---•OE—OE--- --OE 1 ) ^FLEEING LIMITS OF CONSTRUCTION INSTALL w PERIMETER, • :. w a SILK FENCE w AREA w � d pr w w J/ w W v w w w W w �v w w w �L W v I tSF v v v v ° w w a w m .I, v r I I w w yn LL �Q w CONTRACTOR TO INSPECT, FLOWLINE AND STREET DAILY TO REMOVE ANY SEDIMENT OR CONSTRUCTION MATERIAL. I l W1.5 y II i II I! II I' Y II Ij I w ANDDEBRI,S STOII r ° SF • INSTALL PERIMETER — — — — — — — — SILK FENCE •--- , / /_----LIMTB OF CONSTRUCTION--_----- . I I ------— ------------- LOT 15 STARK TRACT /I I BK 1, PG. 103 & 104 OF MAPS I ------------,, --------------------- I 1�0 16 STARK TRACT I BK. 1, PG. 103 & 104 OF MAPS ------------------------,-------------- LEGEND _a_15 FURNISH AND INSTALL TRAFFIC SIGNS: - I 15 MPH SPEED LIMIT SF SILT FENCE OR FIBER ROLL PER CASOA DETAIL SE -1 OR SES (E) FIRE HYDRANT 10 0 5 10 1 INCH= 10 FEET t I 1526.18 00 LOT 13 DATE: �w STARK TRACT JRA VY BK. 1, PG. 103 & 104 OF MAPS W I 1332 K STREET ✓MIR PROPOSED FOURPLEX RESIDENTIAL BUILDING z �m m� 2,240 S.F. BUILDING I -------------F_F ELEV.4-00.00 W W E LOT 14 ca ; STARK TRACT z z <M BK. 1, PG. 103 & 104 OF MAPS > w ANDDEBRI,S STOII r ° SF • INSTALL PERIMETER — — — — — — — — SILK FENCE •--- , / /_----LIMTB OF CONSTRUCTION--_----- . I I ------— ------------- LOT 15 STARK TRACT /I I BK 1, PG. 103 & 104 OF MAPS I ------------,, --------------------- I 1�0 16 STARK TRACT I BK. 1, PG. 103 & 104 OF MAPS ------------------------,-------------- LEGEND _a_15 FURNISH AND INSTALL TRAFFIC SIGNS: - I 15 MPH SPEED LIMIT SF SILT FENCE OR FIBER ROLL PER CASOA DETAIL SE -1 OR SES (E) FIRE HYDRANT 10 0 5 10 1 INCH= 10 FEET t I 1526.18 00 IWi------- DATE: �w I JRA VY I W I J I ✓MIR NG z �m m� I W W E ca ; z z <M > w a mm / h w W 1 ) ^FLEEING w :. w w AREA w � d .I, VEWIC'E IEOUIPMENYPARKIF{G I. W a w ° w a TRASH MATERWL$ .I<- : w ANDDEBRI,S STOII r ° SF • INSTALL PERIMETER — — — — — — — — SILK FENCE •--- , / /_----LIMTB OF CONSTRUCTION--_----- . I I ------— ------------- LOT 15 STARK TRACT /I I BK 1, PG. 103 & 104 OF MAPS I ------------,, --------------------- I 1�0 16 STARK TRACT I BK. 1, PG. 103 & 104 OF MAPS ------------------------,-------------- LEGEND _a_15 FURNISH AND INSTALL TRAFFIC SIGNS: - I 15 MPH SPEED LIMIT SF SILT FENCE OR FIBER ROLL PER CASOA DETAIL SE -1 OR SES (E) FIRE HYDRANT 10 0 5 10 1 INCH= 10 FEET t I 1526.18 00 IWi------- DATE: �w I JRA VY I W EROSION, SEDIMENT AND DUST CONTROL PLAN 14 STREET & K STREET LOT 13 & THE NORTH 20 FEET OF LOT 14 OF STARK TRACT PROPOSED 2,240 S.F. FOUR-PLEX RESIDENTIAL BUILDING A.P.N.: 006-450-23 CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA PROJECT STATISTICS 1. PROPERTY LOCATION: CORNER OF K STREET & 14TH STREET, CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA 2. PROPERTY OWNER: HOUSING AUTHORITY OF THE COUNTY OF KERN 601 24TH STREET BAKERSFIELD, CA 93301 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: FOUR-PLEX RESIDENTIAL BUILDING 6. DISTURBED AREA: 6,137 S.F. (NET) 7. PROPERTY BOUNDARY: 6,137 S.F. (NET) 8. AVERAGE DAILY 50 CY (APPROXIMATE) EARTHWORK THROUGHOUT: 9. START DATE: MAY 15TH, 2019 10. COMPLETION DATE: OCTOBER 15TH, 2019 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 PREVENTNUI T A DUST NUISANCE E 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 Vlll (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. B. 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 HAUUACCESS 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. 6.9-295 CITY RECORDS NO. 1 OHANFNS _ K RTRFFT I:RAIIINf P 1526.18 00 IWi------- DATE: �w DRAWN BY: JRA VY � W I J I z �m m� I EROSION, SEDIMENT AND DUST CONTROL PLAN 14 STREET & K STREET LOT 13 & THE NORTH 20 FEET OF LOT 14 OF STARK TRACT PROPOSED 2,240 S.F. FOUR-PLEX RESIDENTIAL BUILDING A.P.N.: 006-450-23 CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA PROJECT STATISTICS 1. PROPERTY LOCATION: CORNER OF K STREET & 14TH STREET, CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA 2. PROPERTY OWNER: HOUSING AUTHORITY OF THE COUNTY OF KERN 601 24TH STREET BAKERSFIELD, CA 93301 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: FOUR-PLEX RESIDENTIAL BUILDING 6. DISTURBED AREA: 6,137 S.F. (NET) 7. PROPERTY BOUNDARY: 6,137 S.F. (NET) 8. AVERAGE DAILY 50 CY (APPROXIMATE) EARTHWORK THROUGHOUT: 9. START DATE: MAY 15TH, 2019 10. COMPLETION DATE: OCTOBER 15TH, 2019 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 PREVENTNUI T A DUST NUISANCE E 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 Vlll (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. B. 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 HAUUACCESS 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. 6.9-295 CITY RECORDS NO. 1 OHANFNS _ K RTRFFT I:RAIIINf P O a U w 0 O y Q' z J J_ -J�® m Q z W z0 W W F— ❑ co U) of ❑ V W CN iF, M (L w Ix :) ❑ O cw LL LL z C) N w CV W JOB No.: 1526.18 00 1332 K ST DATE: �w DRAWN BY: JRA VY MD W W � z �m m� _m �m W W E ca ; z z <M > � a mm zm J O a U w 0 O y Q' z J J_ -J�® m Q z W z0 W W F— ❑ co U) of ❑ V W CN iF, M (L w Ix :) ❑ O cw LL LL z C) N w CV W JOB No.: 1526.18 FILE: 1332 K ST DATE: 04/25/2019 DRAWN BY: JRA CHECKED BY: MD SCALE: I"=1 SHEET C5 icc:a 12:42:59 PM BEST MANAGEMENT PRACTICES (BMP's} General Notes 1. Best Management Practices (BMP's) contained herein reflect minimum requirements. Alternate methods providing equal or greater protection may be utilized. For additional BMP's refer to Colifomia Stormwater BMP Handbooks, available at WWW CABMPHANOBOOKS. COM. 2. All construction activity shall be performed in accordance with a Stormwoter Pollution Prevention Plan (SWPPP) developed and implemented in compliance with requirements of the Kern County Stormwater Management Program, National Pollutant Discharge Elimination System (MMES) Permit, and the State's Generat Permit. J. The SWPPP shall.' o. identify potential pollutant sources and include the design and placement of BMP, 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 coarse of construction. a Be kept up to date. Any additional updates requested by agency representative are to be made immediately. 4, Non-Stormwoter discharges are prohibited from entering any storm drain system and/or street. 5 Pollutants 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 o// times during the rainy season (Nov. 1 to Apr, f5). 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 shall effectively prevent a net increase of sediment load in stormwater discharge. cu`. Will fY c ': Py $ y v"A:c 110 t cel r. ', , < .. OF „ I- FOKPk, d t _s IfEr,LCr'S�PIf �IC<9L lfVJ 'l,U a L, ) t sr -S 14','DAK ... N g wommumvm a m G:IERCHANGH,1PCWwL1NPDHSHMPSl3WPPPl.dwn, BMPfi, G:IBXCRANGLr\IPCidanfNpDHSHMPSI5WPPP 1.dwg,HMP I, ir]W2003855]O AM Notes.' 1. Dirt and other construction related materials placed in the street or on other impervious surfaces must be contained with sandbags or other measures to prevent transport to the starmdrain system. 2. Any construction material stored or stockpiled on-site shall be protected ham being transported by the force of wind or water. MATERIAL STORAGE .... 0M1 JOPa J -{ )� K Y R < G $ I cel r. ', , < .. OF „ I- FOKPk, d i olnrrIrl, 1'.-4T �IC<9L lfVJ 'l,U f -.IM - L, ) t W SA lOr v'.' ... N g wommumvm a m G:IERCHANGH,1PCWwL1NPDHSHMPSl3WPPPl.dwn, BMPfi, 6I25f2003 10:31:41 AM m CD 2MdlBim° W -dl N Stockpiled Mater(al W y WL W W W W a - M Y c�im ... W W e �a- • W Jr W W W W WYA ° L W e W W W e` b e W W W r✓ -' d W Nv W W W W W W W W W W L J, W rY W W SANDBAGS/GRAVEL BAGS PLACED TIGHTLY TOGETHEI w w .✓ w .I. W rl, W .1. W ALL AROUND MATERIAL W W W W W W W W W W y W W W W W W W W W W W W Notes.' 1. Dirt and other construction related materials placed in the street or on other impervious surfaces must be contained with sandbags or other measures to prevent transport to the starmdrain system. 2. Any construction material stored or stockpiled on-site shall be protected ham being transported by the force of wind or water. MATERIAL STORAGE .... 0M1 JOPa J -{ )� K Y R < G $ I cel r. ', , < .. OF „ I- FOKPk, d i olnrrIrl, 1'.-4T �IC<9L lfVJ 'l,U f -.IM - L, ) t W SA lOr v'.' ... N g wommumvm a m G:IERCHANGH,1PCWwL1NPDHSHMPSl3WPPPl.dwn, BMPfi, 6I25f2003 10:31:41 AM Cleanup Material -.--... .....................:r::::: Containment Arm Notes: 1. Leaking vehicles and equipment shall not be allowed on-site. Equipment and vehicles shall be inspected frequently for leaks and shall be repaired immediately. Clean up spills and leaks promptly with absorbent materials,- do not flush with water. 2. Vehicles and equipment shat' 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 vehicle and equipment maintenance areas, away from storm drain inlets and watercourses. 4. Always use secondary containment, such as a drain pan or drop cloth, to catch spills and leaks when removing or changing fluids. 5. Legolly dispose of used oils, fluids, and lubricants. 6. Provide spill containment dikes or secondary containment around stared oil, fuel, and chemical drums. 7. Maintain an adequate supply of absorbent spill cleanup materials in designated area. A series of Steel Plates (3 or more)with - Rumble Strips or min 4" coarse aggregate. 1� Notes: L 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 pubkc roads. Depositions must be swept up immediately and moy not be washed down by rain or other means into the storm dram system. 2. Stabilized construction entrance shall be: o. Located at any point where traffic will be entering or leaving a construction site to or from a public right of way, street, alley, and sidewalk 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 adequatly prevent any tracking onto paved surfaces. J. Adding a wash rack with a sediment trap forge enough to collect all 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 an 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. Notes: 1. Soi%Slope stabilization practices shall he designed to preserve existing vegetation where feasible and to revegetate open areas as soon as feasible after grading. These control practices shall include temporary seeding, permanent seeding, mulching, sod stabilization, vegetative buffer stops, protection of trees, or other soil stabilization practices. 2. Soil stabilization shall be implemented on aff inactive disturbed are from November 1 thru April 15 and on all disturbed areas during a rain event or potential rain. J. Stabl>lzabon practices shall control/prevent erosion from the forces of wind and water. 4. Stabilization practices shall be implemented in conjunction with sediment trapping/filtering practices and practices to reduce the tracking of sediment onto paved roads. 5. When using straw mulching, the minimum application shall be 2 tons/acre. Mulch must be anchored immediotey to minimize loss by wind or water. 6. When using hydroseeding/mulching, the minimum application of wood fiber shall be 1,500 Jbs/acree that does not contain more than 50 percent newsprint. 7. For seeming recommendations, contact.USDA, Notaral Resources Conservation Service at 5000 California Avenue, Bakersfield, CA 93309-0725. Phone: (661) 336-0967. EQUIPMENT MAINTENANCE AREAS STABLIZED CONSTRUCTION ENTRANCE U EROSION CONTROL i 1 W KERNf v r WC`fAT. f,....,,..,. „...,...maw..®.. ..-.a..�„a.a...w�....�.-z.-.--_.........s.e....�...e....> ..............q a...... �.,,., s.... ...,...a. ....e.,m,._ w.m.,.e�.......<�...-....,a.-a.-�,.,,...v..,....^....� JI' ... ,,, _. _._ ,.., Y cs,inLcs „GU"I IF n:�3ti i :. iJ. r. 1,.,.,,,,�. j COUN _ i_" i ❑ -'Ssc i ',..N ^I%p P.G. L"':• L.,a _. 1 J3, „JUN..... OF "ER" x col. o.<re ; t I. ! i sr.L ....ern,, \ y o c u -r. , c: ,... rc : c -: : -n'.- , _ �:, , 7 , 1 n LJIn.LL.!" AND J,va-�,ai i.-- V F -.--J�___ ._._r 'r � r.. fir rf �<,�� ' r .-___ -1,c 'a 1, t l! reuu er: I ;a-..�L J: Pv, _a .,: & .:. ol+aw,a nr: JL.L.:_\7. !r.. i_�\. =):u �:,,.. _: r..J_n;._ ..an r; i c;,r; er: �)t..�.i_Or'iv l.,d ..EJ41�..,a v. ; �rcv�1..N - �-9�,vr.t ,, u � - _- � K i1i fi €�be1r C 2 TT.--� _ i I� <�: '.. r w� t 1\':Tt:CL xrnn -i 5115 ^'(✓r"r n {'I_ 3:.I --i-c crx Ji, I T, 0� �fi :,fill p -..,.�_,_,._...,„<..>....L"...��x<....x...��,.?.A�._w,...9.�,....�.,<,..>..,,.-......-,.h,�.,..".,...a� �.."!-�,.,,���,'�„�=-�a,�.!�..R..,n®.,.,�,�.�,��_xM.._>.......,�„z".....�...�„,.-�.�..,...1....,.,...".�."",Y "•.®.=L^._,.�s_..� ._..__..a_>��.��..u,_�,,�_.^._^�_._.,,..�._4.>�..n_.-,_,.�..-�....,w.w..�..,,.,-.,~.$ G:\EXCHANGE:IPCWeMMSBMPSSSWPPPI.dw ,BMPB,aZIM0310:33:IIAM G:SESCCH.4NGElIPGIdanINPDE36MP5rSWPPPt.dwR,HMP C, 025400310:3643AM GiEXQiANGE\IPC1dmIVJPDBSBbfPS1SWPPPI.dwR BMPD, &=003 10:3631 ANI QpOFE `SS/all Absorbent Cleanup Material Containment _ I i a Notes: f. Excess and waste concrete shat/ not be washed into the street or into a drainage system. 2. For washout of concrete and mortar products a designated containment facility of sufficient capacity to retain liquid and solid waste shall be provided on site. J. Slarfy from concrete and asphalt saw cutb'ng shelf be vacuumed or contained, dried, picked up and disposed of properly. CONCRETE WASTE MANAGEMENT 01117f t rsr: € r -,cc r v,. cs:I a GA Croon gg J� VC�Dte:n G 1-- �C.i.c 110 „*n ^�.0 4 p ) f G1EXCHANGE\IPC,fdsll\NPDES HMPS53WPPP1 dwp, BMPF, 6'25/2003 10:31'38 AM Sermed Containment Area Surface/Lining Notes: 1. Fueling shall be performed in a designated area, away from drainage courses, 2. Absorbent cleanup material shall be on site and used immediately in the event of a spill. YEIIICLE/ EQUIPMENT FUELING pN i pj r tnR ago s.. 4 DI „\- 7. ,r _.. .i._., r.; _- -,,o SLS ';`,�r' C; = GIEXCHANGEI1PCMw11hTDES BMPSISWPPPI.daR EMP G, 6"L5f2003 11:6953 AM Silt fence area .25 of fence. 26 Silt Fence �. rP W W W W W W W W W .L •. W Silt fence constructed along level contour Fllter --- 2a 22 -- Maximum 6 Tum Inst 6' of width=500' fence up-slope Filter abric� Post Ir/ ta' o... Flow (mat) Notes. 1. Construct the silt fence along a level contour. 2 Silt fences shall remain in place until the disturbed area is permanently stabilized. 3. Provide sufficient room for runoff to pond behind the fence and allow sediment removal equipment to pass between the silt fence and toe of slope or other obstructions. About 1200 sqit of ponding area sholl be provided for every acre draining to the fence. 4. Tum the ends of the filter fence uphill to prevent stormwater from flowing around the fence 5. Leave an undisturbed or stabilized area immediately downslope from' the fence. 6. Do not place in live stream or intermittently flowing channels. 7, When standard filter fobric is used, a wire mesh support fence shall be fastened securely to the upslope side of the posts using heavy-duty wire staples at least f inch long, he wires or hog rings. z O SILT FENCE r JVNIt c <N ¢ 41F OF c Iu OO,11Oi C 1 PLhi,- f.:0. t r r id. 3 ST,J1MDYi.p G:lEXCT{ANCE11PG1dan1NPDESBMPSI5WPPPl.dw}; BbiP H, a25n003 10 3836 AM 6.9-295 ' CITY RECORDS NO. Z ti 2 M r= J W O Ix J F - Q Z W Z L�WNL/ p F- VJ Ld- 06 Y W I Z cy) IL W J 1 r LU LLLL U) Ll Z uj O rl O N N W JOB NO.: 1526.18 FILE: 1332 K ST DATE: 04/2512019 DRAWN BY: Z �w MD SCALE: a U O W �O ... N g wommumvm a m 3 m CD 2MdlBim° W -dl N Nm Wmmmj W a - M Y c�im ... W W EQUIPMENT MAINTENANCE AREAS STABLIZED CONSTRUCTION ENTRANCE U EROSION CONTROL i 1 W KERNf v r WC`fAT. f,....,,..,. „...,...maw..®.. ..-.a..�„a.a...w�....�.-z.-.--_.........s.e....�...e....> ..............q a...... �.,,., s.... ...,...a. ....e.,m,._ w.m.,.e�.......<�...-....,a.-a.-�,.,,...v..,....^....� JI' ... ,,, _. _._ ,.., Y cs,inLcs „GU"I IF n:�3ti i :. iJ. r. 1,.,.,,,,�. j COUN _ i_" i ❑ -'Ssc i ',..N ^I%p P.G. L"':• L.,a _. 1 J3, „JUN..... OF "ER" x col. o.<re ; t I. ! i sr.L ....ern,, \ y o c u -r. , c: ,... rc : c -: : -n'.- , _ �:, , 7 , 1 n LJIn.LL.!" AND J,va-�,ai i.-- V F -.--J�___ ._._r 'r � r.. fir rf �<,�� ' r .-___ -1,c 'a 1, t l! reuu er: I ;a-..�L J: Pv, _a .,: & .:. ol+aw,a nr: JL.L.:_\7. !r.. i_�\. =):u �:,,.. _: r..J_n;._ ..an r; i c;,r; er: �)t..�.i_Or'iv l.,d ..EJ41�..,a v. ; �rcv�1..N - �-9�,vr.t ,, u � - _- � K i1i fi €�be1r C 2 TT.--� _ i I� <�: '.. r w� t 1\':Tt:CL xrnn -i 5115 ^'(✓r"r n {'I_ 3:.I --i-c crx Ji, I T, 0� �fi :,fill p -..,.�_,_,._...,„<..>....L"...��x<....x...��,.?.A�._w,...9.�,....�.,<,..>..,,.-......-,.h,�.,..".,...a� �.."!-�,.,,���,'�„�=-�a,�.!�..R..,n®.,.,�,�.�,��_xM.._>.......,�„z".....�...�„,.-�.�..,...1....,.,...".�."",Y "•.®.=L^._,.�s_..� ._..__..a_>��.��..u,_�,,�_.^._^�_._.,,..�._4.>�..n_.-,_,.�..-�....,w.w..�..,,.,-.,~.$ G:\EXCHANGE:IPCWeMMSBMPSSSWPPPI.dw ,BMPB,aZIM0310:33:IIAM G:SESCCH.4NGElIPGIdanINPDE36MP5rSWPPPt.dwR,HMP C, 025400310:3643AM GiEXQiANGE\IPC1dmIVJPDBSBbfPS1SWPPPI.dwR BMPD, &=003 10:3631 ANI QpOFE `SS/all Absorbent Cleanup Material Containment _ I i a Notes: f. Excess and waste concrete shat/ not be washed into the street or into a drainage system. 2. For washout of concrete and mortar products a designated containment facility of sufficient capacity to retain liquid and solid waste shall be provided on site. J. Slarfy from concrete and asphalt saw cutb'ng shelf be vacuumed or contained, dried, picked up and disposed of properly. CONCRETE WASTE MANAGEMENT 01117f t rsr: € r -,cc r v,. cs:I a GA Croon gg J� VC�Dte:n G 1-- �C.i.c 110 „*n ^�.0 4 p ) f G1EXCHANGE\IPC,fdsll\NPDES HMPS53WPPP1 dwp, BMPF, 6'25/2003 10:31'38 AM Sermed Containment Area Surface/Lining Notes: 1. Fueling shall be performed in a designated area, away from drainage courses, 2. Absorbent cleanup material shall be on site and used immediately in the event of a spill. YEIIICLE/ EQUIPMENT FUELING pN i pj r tnR ago s.. 4 DI „\- 7. ,r _.. .i._., r.; _- -,,o SLS ';`,�r' C; = GIEXCHANGEI1PCMw11hTDES BMPSISWPPPI.daR EMP G, 6"L5f2003 11:6953 AM Silt fence area .25 of fence. 26 Silt Fence �. rP W W W W W W W W W .L •. W Silt fence constructed along level contour Fllter --- 2a 22 -- Maximum 6 Tum Inst 6' of width=500' fence up-slope Filter abric� Post Ir/ ta' o... Flow (mat) Notes. 1. Construct the silt fence along a level contour. 2 Silt fences shall remain in place until the disturbed area is permanently stabilized. 3. Provide sufficient room for runoff to pond behind the fence and allow sediment removal equipment to pass between the silt fence and toe of slope or other obstructions. About 1200 sqit of ponding area sholl be provided for every acre draining to the fence. 4. Tum the ends of the filter fence uphill to prevent stormwater from flowing around the fence 5. Leave an undisturbed or stabilized area immediately downslope from' the fence. 6. Do not place in live stream or intermittently flowing channels. 7, When standard filter fobric is used, a wire mesh support fence shall be fastened securely to the upslope side of the posts using heavy-duty wire staples at least f inch long, he wires or hog rings. z O SILT FENCE r JVNIt c <N ¢ 41F OF c Iu OO,11Oi C 1 PLhi,- f.:0. t r r id. 3 ST,J1MDYi.p G:lEXCT{ANCE11PG1dan1NPDESBMPSI5WPPPl.dw}; BbiP H, a25n003 10 3836 AM 6.9-295 ' CITY RECORDS NO. Z ti 2 M r= J W O Ix J F - Q Z W Z L�WNL/ p F- VJ Ld- 06 Y W I Z cy) IL W J 1 r LU LLLL U) Ll Z uj O rl O N N W JOB NO.: 1526.18 FILE: 1332 K ST DATE: 04/2512019 DRAWN BY: JRA CHECKED BY: MD SCALE: N/A SHEET C