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HomeMy WebLinkAbout6.9-337VICINITY MAP NO SCALE LEGAL DESCRIPTION: PARCEL B PER PARCEL MAP NO. 937, BOOK 6, PAGE 62 IN THE OFFICE OF THE KERN COUNTY RECORDER. ALSO BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 1, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE AND MERIDIAN IN THE COUNTY OF KERN, STATE OF CALIFORNIA. F_1 APN: 148-270-25 & 148-270-28 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMP HOLE AT THE SOUTHWEST CORNER OF SECTION 1, TOWNSHIP 30 SOUTH, RANGE 27 EAST. ELEVATION = 381.09' (U.S.G.S. DATUM) BASIS OF BEARINGS: A BEARING OF NORTH 89°20'26' WEST ON THE CENTERLINE OF MING ROAD AS SHOWN ON DIVISION OF HIGHWAYS DISTRICT 6 RIGHT OF WAY MAP IN THE COUNTY OF KERN, ROUTE 99, SECTION 22.63, SHEET 54 OF 149 SHEETS, WAS TAKEN AS THE BASIS OF BEARINGS, PER PARCEL MAP NO, 937, BK. 6, PG. 62. ENGINEER LANDMARK SURVEYING AND ENGINEERING 3101 N. SILLECT AVE, SUITE 103 BAKERSFIELD, CA 93308 PHONE: (661) 859-1923 CONTACT: MICHAEL DAUSTER OWNER MING & WISLE CENTER LLC GRADING PLAN RUSTY'S PIZZA 1500 WIBLE ROAD - NEW BUILDING CITY OF BAKERSFIELD, STATE OF CALIFORNIA G P# 20-40000006 SPR# 19-0107 N�11 SEE SHEETS C3 & C 1 I SW CORNER SECTION 1 APN: 148-270-18 MING �E INDEX MAP SCALE 1' = 30' APN: 148-270-30 AVENUE The GRADING PLAN n shmn m Ith dmI Y tetehy approved, aub;eclto a rryMdlowedometbnnanddl8one. AppmvoJbi PUWic WmksDopenlnerttendBuildingDepe tmthM colasapproval oKyea to design odleria used Kid 011 to CRYBtepdeni, CadreaM Orttlrrencea. Egkewtuftm xgvidsrp developerdWborBSpar- EibI210f flGCIHBC/ Ot 091pAFlilmb 1fXda8 phN arld drL erMle • Oar86ed .as-grraddeC plan dDw oonipWdm/ o(tho yg edtµ /1� AP A a.-vB , / K r�/ M .( � O h1 /// ai 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 1300 CY FILL' 1300 CY NET 00 CY (CUT) SHRINKAGE 25% ON-SITE GRADING AREA 26,184 ST (0.60 NET ACRES) QUANTITIES ARE "COMPACTED IN-PLACE" VOLUMES AND DO NOT INCLUDE OVER -EX OF THE SUB -GRADE PREPARATION PER THE SOILS REPORT. SHEET NO. INDEX Ci TITLE SHEET C2 GRADING NOTES & CROSS-SECTIONS C3 GRADING & DRAINAGE PLAN C4 DETAILS C5 EROSION, SEDIMENT & DUST CONTROL PLAN C6 EROSION, SEDIMENT & DUST CONTROL SNIPS NOTE: IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOO 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-DWO) 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. NO WDID REQUIRED. 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: TOTAL DISTURBANCE AREA: 26,184 S.F (0.60 NET ACRES) THE DARK DASHED LINE AS SHOWN ON SHEET C5 WILL BE THE AREA TO BE DISTURBED AND INCLUDES ALL STAGING AREAS. THIS AREA COINCIDES WITH THE SURVEY PROVIDED BY LANDMARK SURVEYING AND ENGINEERING DATED MARCH 20, 2019. NO UNDEVELOPED LANDS LOCATED BEYOND THE PROPOSED DEVELOPMENT FOOTPRINT MAY BE USED, ALTERED OR DRIVEN OVER. AIIG I c,2'1 SUBMITTED BY- � r- HN H. HUL N, SR. R.C.E. 38265 DATE Z CITY RECORDS NO. C 4W W DRAWN BY: LID CHECKED BY: W SCALE: � Q m N^ } W BELLE TERRENCE Z Lu 'LL VJ Q QLu J i LU J m � C) a o CD LO r rc J a PROJECT LOCATION MING AVENUE a 0 0 � o rc (n J � a WILSON ROAD VICINITY MAP NO SCALE LEGAL DESCRIPTION: PARCEL B PER PARCEL MAP NO. 937, BOOK 6, PAGE 62 IN THE OFFICE OF THE KERN COUNTY RECORDER. ALSO BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 1, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE AND MERIDIAN IN THE COUNTY OF KERN, STATE OF CALIFORNIA. F_1 APN: 148-270-25 & 148-270-28 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMP HOLE AT THE SOUTHWEST CORNER OF SECTION 1, TOWNSHIP 30 SOUTH, RANGE 27 EAST. ELEVATION = 381.09' (U.S.G.S. DATUM) BASIS OF BEARINGS: A BEARING OF NORTH 89°20'26' WEST ON THE CENTERLINE OF MING ROAD AS SHOWN ON DIVISION OF HIGHWAYS DISTRICT 6 RIGHT OF WAY MAP IN THE COUNTY OF KERN, ROUTE 99, SECTION 22.63, SHEET 54 OF 149 SHEETS, WAS TAKEN AS THE BASIS OF BEARINGS, PER PARCEL MAP NO, 937, BK. 6, PG. 62. ENGINEER LANDMARK SURVEYING AND ENGINEERING 3101 N. SILLECT AVE, SUITE 103 BAKERSFIELD, CA 93308 PHONE: (661) 859-1923 CONTACT: MICHAEL DAUSTER OWNER MING & WISLE CENTER LLC GRADING PLAN RUSTY'S PIZZA 1500 WIBLE ROAD - NEW BUILDING CITY OF BAKERSFIELD, STATE OF CALIFORNIA G P# 20-40000006 SPR# 19-0107 N�11 SEE SHEETS C3 & C 1 I SW CORNER SECTION 1 APN: 148-270-18 MING �E INDEX MAP SCALE 1' = 30' APN: 148-270-30 AVENUE The GRADING PLAN n shmn m Ith dmI Y tetehy approved, aub;eclto a rryMdlowedometbnnanddl8one. AppmvoJbi PUWic WmksDopenlnerttendBuildingDepe tmthM colasapproval oKyea to design odleria used Kid 011 to CRYBtepdeni, CadreaM Orttlrrencea. Egkewtuftm xgvidsrp developerdWborBSpar- EibI210f flGCIHBC/ Ot 091pAFlilmb 1fXda8 phN arld drL erMle • Oar86ed .as-grraddeC plan dDw oonipWdm/ o(tho yg edtµ /1� AP A a.-vB , / K r�/ M .( � O h1 /// ai 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 1300 CY FILL' 1300 CY NET 00 CY (CUT) SHRINKAGE 25% ON-SITE GRADING AREA 26,184 ST (0.60 NET ACRES) QUANTITIES ARE "COMPACTED IN-PLACE" VOLUMES AND DO NOT INCLUDE OVER -EX OF THE SUB -GRADE PREPARATION PER THE SOILS REPORT. SHEET NO. INDEX Ci TITLE SHEET C2 GRADING NOTES & CROSS-SECTIONS C3 GRADING & DRAINAGE PLAN C4 DETAILS C5 EROSION, SEDIMENT & DUST CONTROL PLAN C6 EROSION, SEDIMENT & DUST CONTROL SNIPS NOTE: IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOO 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-DWO) 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. NO WDID REQUIRED. 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: TOTAL DISTURBANCE AREA: 26,184 S.F (0.60 NET ACRES) THE DARK DASHED LINE AS SHOWN ON SHEET C5 WILL BE THE AREA TO BE DISTURBED AND INCLUDES ALL STAGING AREAS. THIS AREA COINCIDES WITH THE SURVEY PROVIDED BY LANDMARK SURVEYING AND ENGINEERING DATED MARCH 20, 2019. NO UNDEVELOPED LANDS LOCATED BEYOND THE PROPOSED DEVELOPMENT FOOTPRINT MAY BE USED, ALTERED OR DRIVEN OVER. AIIG I c,2'1 SUBMITTED BY- � r- HN H. HUL N, SR. R.C.E. 38265 DATE N z O K 0 O_ Z w a � m � U O w U O Y z U0 w W 2 U W z � 5 a uJ dwl RCE 38265 RECEIVED Z CITY RECORDS NO. N z O K 0 O_ Z w a � m � U O w U O Y z U0 w W 2 U W z � 5 a uJ dwl RCE 38265 RECEIVED Z OFBAKERSFIELD C 4W W DRAWN BY: LID CHECKED BY: W SCALE: � Q m N^ } W LU Z Lu N z O K 0 O_ Z w a � m � U O w U O Y z U0 w W 2 U W z � 5 a uJ dwl RCE 38265 RECEIVED JUL 2 2 2020 OFBAKERSFIELD TNG DEPARTMENT lZ DATE. 07/21/2020 DRAWN BY: 0 CHECKED BY: JHH SCALE: � Q m N^ w LU Z Lu 'LL VJ Q QLu J LU J m C) CD LO r JOB No.: 1702.19 FILE: RUSH'S DATE. 07/21/2020 DRAWN BY: JRA CHECKED BY: JHH SCALE: NO SCALE SHEET C1 I 1 OF 6 SHEETS PIMA -GRADING PLAN-REV10W 3110Y20202Y14 W PM I�� 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 (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 -1130 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. CITY OF BAKERSFIELD STANDARD GRADING NOTES 1. ALL GRADING SHALL CONFORM WITH APPENDIX J OF 2019 CALIFORNIA BUILDING CODE CODE AND STANDARDS PERTAINING THERETO, AND WITH THE PRELIMINARY SOILS REPORT FOR THIS PROJECT. 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 2019 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, 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-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 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 -WAV 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. 14. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION, 811. 15. 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- 16. 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. 17. 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. 18. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800612-2444). EXISI EXISTING SECTION LOOKING NORTHEAST C2 SCALE: N.T.S. EXISTING 2 SECTION LOOKING SOUTH C2 SCALE: N.T.S. 3 SECTION LOOKING WEST C2 SCALE: N.T.S. PAVEMENT PAVING/CONCRETE TABLE ( THIS SHEET ONLY) CONSTRUCT 4" CL -3 CONCRETE OVER 12" NATURAL GROUND COMPACTED TO 95% MAX DENSITY ❑CONSTRUCT 2.5" (0.21') AC OVER 6" (0.501 CL -2 AGG BASE OVER 2 12" NATURAL GROUND COMPACTED TO 95% MAX DENSITY. CONSTRUCTION NOTES ( THIS SHEET ONLY) 4 SECTION LOOKING NORTH C2 SCALE: N.T.S. CONSTRUCT 6" CONCRETE CURB PER DETAIL SHEET C4 CONSTRUCT 6" CONCRETE CURB AND GUTTER PER DETAIL SHEET C4 CONSTRUCT *WIDE CONCRETE V -GUTTER PER DETAIL SHEET C4 CONSTRUCT 10' WIDE SIDEWALK PER PLANNING RESOLUTION 47-18, ST -5 LANDSCAPING BY SEPARATE PLAN :e,°_ 33-) CITY RECORDS NO. 5. FLOODING AND WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 11. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS FOR RUSTY'S IMPORTING MATERIAL. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE DRAWN BY: WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE 12. THE SOILS SHALL DELINEATE THE LOCATION AND DEPTHS FOR EXCEEDS I%. OVER EX -LAVATION. UY 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED TESTS WILL BE BACK WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY CHARGED TO THE CONTRACTOR. A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY w Ym AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 14. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION, 811. 15. 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- 16. 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. 17. 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. 18. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800612-2444). EXISI EXISTING SECTION LOOKING NORTHEAST C2 SCALE: N.T.S. EXISTING 2 SECTION LOOKING SOUTH C2 SCALE: N.T.S. 3 SECTION LOOKING WEST C2 SCALE: N.T.S. PAVEMENT PAVING/CONCRETE TABLE ( THIS SHEET ONLY) CONSTRUCT 4" CL -3 CONCRETE OVER 12" NATURAL GROUND COMPACTED TO 95% MAX DENSITY ❑CONSTRUCT 2.5" (0.21') AC OVER 6" (0.501 CL -2 AGG BASE OVER 2 12" NATURAL GROUND COMPACTED TO 95% MAX DENSITY. CONSTRUCTION NOTES ( THIS SHEET ONLY) 4 SECTION LOOKING NORTH C2 SCALE: N.T.S. CONSTRUCT 6" CONCRETE CURB PER DETAIL SHEET C4 CONSTRUCT 6" CONCRETE CURB AND GUTTER PER DETAIL SHEET C4 CONSTRUCT *WIDE CONCRETE V -GUTTER PER DETAIL SHEET C4 CONSTRUCT 10' WIDE SIDEWALK PER PLANNING RESOLUTION 47-18, ST -5 LANDSCAPING BY SEPARATE PLAN :e,°_ 33-) CITY RECORDS NO. _v) L�L VJ ND LL Z -o Z Z 0 � U ILL! >m U) (n LLI Q Z Q� U 06 0 U) LLI wp J Z m 0 Z O r) O Q LO r In JOB No cm FILE: RUSTY'S DATE: o0 U DRAWN BY: Z w IL JHH SCALE: UY oe � 0 90 W Lu 4 W LL g Z w Ym W W N Z ,a F Nm Q Cm Z w w ®! T Ua W y ym z� _v) L�L VJ ND LL Z -o Z Z 0 � U ILL! >m U) (n LLI Q Z Q� U 06 0 U) LLI wp J Z m 0 Z O r) O Q LO r In JOB No 1702.19 FILE: RUSTY'S DATE: 07121/2020 DRAWN BY: JRA CHECKED BY: JHH SCALE: NO SCALE SHEET RUST SPIZZAOWMRUST SPIZZA-GRADINGPIAN C2 Y10*om CD N FOUND MONUMENT IN LAMPHOLE AT THE CENTERLINE OF WIBLE RD. b II to I + �° --- 79 ^o-0 ° 3gd ' • ' 3 66 I I EXISTING RETAINING WALL / �° o / .• x$X f21 `• • •T• @ C— /FS dO \ ,�P'/ —t _ — _ — — _ — _ — II II 4 FS >�s W (PROTECT IN PLACE/ '?1 O . • • r - Fg�P�d • J ,� . b cy y0 I n a 41 O �nb I�•' S I I w i I 2e, m n P' } �m �'+ I / - v - oo 'J II 4;1n01 I o I •. �� i �o go°. . x :q} o 0 R I o° ° _' MG EX'STMG OON('REiE I° I PERSEPARPTEPLAN •� �� �,y� i ,� ..: •:. `� I °LI yo �� 1 sov� �� �5 DE O °>O o 0ti. ci 1 0+ _ O .•.4 OVER IYD." 4 II II c7 ' .'.'PROP94E B NDIN6 ; � pp EXIST/ GUARDRAIL I . GOEUMPF(P/P) d I I..... .. _ ) �� II 6 1a _a��A 4 f7 EXISTING IDEWALX,CURB& I ,'�• FL 38q� GUTTER TO ROTECT IN PLACE b p hS I• 1 1 DEMO EXISTING BUILDING �i PER SEPARATE PLAN 0 �� I� I I 3 �� I• mea a% b l w' • .' �. DE O EXISTING PLANTERS d M 4 f� T PE SEPARATEPLAN + I IS — _ — — G _ G O G 0A. EXI6TING POWER POLE I yq• 1 ey, I - _ _--G0 G �� TO ROTECT IN PLACE i�. �. . • __ - — 3➢4' — _ — _ — — 1 i , ,� F F PROPOSED BUILDING F.F.ELEV.=384.60 0 I 4 SEE SOILS REPORT FOR PAD PREP RATION AND a OVER -EXCAVATION ✓ • +. a 11 II 3 D2 r� 11 I n I ° :•:�:-: �� J —� SII C2 nti ui J I 1❑�swOo ° tools a 5' �'°Y �� �gy 9 b m IIII o 'd 4 f . o LL I ,fin J ••_'•'-'''''•' ��„ a STREET RTI �! •• •• ' F �� ° 1 7.1a�� - °°$°°° T�-4 0 _\ I a LI,G ❑ �o I�-.-- II# M561 -- w 7 1; NXES51RIE ACCESSIOL6 c e o c o JA = II NO- �? Ivp II T. c t PARKING. (� �_ �` (7 D L�, 9p T IIII / I m 4 �� I I � N m I PERDOC#NEAS BMENT �. _ V - 00 IIII d I IIII 4 l j �2 1 / IIII � I I I � ° '1— + IIIII I J ! '.. PROPERTYLINE �e ��, ° ° e •. 4XL ! �'? 4` l.... _'.'.'.•.•.•.•• �� 1 �� - �.I: is I U uocoo°o o o o o°o ° o °o ? STN. O• R • E 9� 1 _ 9. ���X L/,j�( Azo` X510 b ^I1 TO BE RELOCATED i IIS �. o.. : �� t� nf. �� �(� TNG FIRE HVCRANT IIII 'S W-'oS•..:.:.:•' .'•Ilm pIYG•INALLTO •':-• �a.4 JV H _ 1-0 TOLE RELOCATED INPLAcE•'•'• •' ee'' F �� Ars s, o,5e IIII p I ° B.. E .. E . 41 �I W =:N _wp -a 1 N89° 2 ' 30'W 55.00' 77 7 0 III _ „ ' �� — — w liT 4 �Y= 0eryn EXISTING ELECTRICAL VAIULT MNG PETRO NC. EX. TRANSFORMER / 0 1 •fi1n,, TO PROTECT IN PLACEIA 1�-� ,LyV On 1d APB PROTECT IN PLACE 8 I EXISTING S�DE'NALK. CURB 8n -'YY I 9n ,D.00 0' " N II GUTTER TO P�O�ECT IN PLACE FOUND MONUMENT IN LAMPHOLE AT THE INTERSECTION OF 1 I MING AVE. B WIBLE RD. LEGEND ----- -GRADE BREAK - - — CENTERLINE - - PROPERTY LINE - - RIGHT OF WAY - - --SB EXISTING SANITARY SEWER LINE & SIZE (IF KNOWN) - - W8 EXISTING WATER LINE & SIZE (IF KNOWN) - - - D8 - - EXISTING DRAIN LINE & SIZE (IF KNOWN) - -- J1 - - EXISTING DRY UTILITY JOINT TRENCH - OE- - EXISTING OVERHEAD ELECTRICAL LINE E gto EXISTING UNDERGROUND TELEPHONE LINE I - G EXISTING UNDERGROUND GAS LINE FO EXISTING UNDERGROUND FIBER OPTIC LINE A DETAIL DESIGNATION DETAIL REFERENCE - DETAIL DESIGNATION (TOP), C3 SHEET NUMBER SHEET No. (BOTTOM) S� TS oSo - PROPOSED GRADE ELEVATION •- 2.0% 4' =PROPOSED -PROPOSED GRADIENT Q CONCRETE PAVING FL = FLOWLINE FS = FINISHED SURFACE > vm FF =FINISHED FLOOR W = PROPOSED ASPHALT PAVING FP = FINISHED PAD 0 INV = INVERT OF PIPE �t TC = TOP OF CONCRETE TOG = TOP OF GRATE C� =PROPOSED LANDSCAPING TP =TOP OF PAVEMENT GB =GRADE BREAK s p� - EXISTING SPOT ELEVATION PAVING/CONCRETE TABLE ( THIS SHEET ONLY) CONSTRUCT V CL -3 CONCRETE OVER 12" NATURAL GROUND COMPACTED TO 95% MAX DENSITY ❑CONSTRUCT 2.5" (0.21') AC OVER 6" (0.50') CL -2 AGG BASE OVER 2 12" NATURAL GROUND COMPACTED TO 95% MAX DENSITY. CONSTRUCTION NOTES ( THIS SHEET ONLY) 1O CONSTRUCT 6' CONCRETE CURB PER DETAIL SHEET C4 O CONSTRUCT 6" CONCRETE CURB AND GUTTER PER DETAIL SHEET C4 CONSTRUCT V WIDE CONCRETE V -GUTTER PER DETAIL SHEET C4 ® CONSTRUCT CONCRETE TRASH ENCLOSURE CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD DETAIL A88A CASE "A" WITH TRUNCATED DOME DETECTABLE WARNING SURFACE FULL LENGTH OF RAMP ©CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD DETAIL A88A CASE "C WITH TRUNCATED DOME DETECTABLE WARNING SURFACE FULL LENGTH OF RAMP CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD DETAIL A88A 5f CASE "F' WITH TRUNCATED DOME DETECTABLE WARNING SURFACE FULL LENGTH OF RAMP ©CONSTRUCT HANDICAP STRIPING AND SIGNAGE PER ARCHITECTURAL DRAWINGS AND DETAILS AND PER TITLE 24 REQUIREMENTS AS SHOWN ON SHEET C4 DETAILS H1 THROUGH H7. O7 CONSTRUCT LIGHT STANDARD PER SEPARATE PLAN OCONSTRUCT TYPE "A" COMMERCIAL DRIVEWAY APPROACH PER CITY STANDARD PLATE ST4 O9 CONSTRUCT 10' WIDE SIDEWALK PER PLANNING RESOLUTION 47-18, ST -5 10 LANDSCAPING PER SEPARATE PLAN ADDITIONAL NOTES 1. SEE SOILS REPORT FOR OVER -EX AND PAD PREPARATION 2. VERIFY CONCRETE SLAB THICKNESS PRIOR TO GRADING TO VERIFY FINISHED PAD GRADE. 10 0 5 10 1 INCH= 10 FEET ( ,q- 331 CITY RECORDS NO. ARCHITECT -RUSTS PIVAIDMY USWS z 0 a w w 0 O y W X '101 FR Q s J — w aw U ¢ I� Y o� N W W O N^ W E gto LL Z �— Y m <C) �d W (If W z_ QcmW� m Q —a J > vm W J A' 0 �t G( C� z 0 a w w 0 O y W X '101 FR JOB No.: 1702.19 FILE: RUSTY'S DATE: 0 712112 02 0 DRAWN BY: JRA CHECKED BY: JHH SCALE: 1"=10' SHEET C3 3 OF 6 SHEETS AN-RE/1 DWG 3/1012020 2'.14 WPM Q Z Q J — J d Q m N /w V N^ Lu z LL Z — <C) W (If W z_ m Q c) V 0 Ln JOB No.: 1702.19 FILE: RUSTY'S DATE: 0 712112 02 0 DRAWN BY: JRA CHECKED BY: JHH SCALE: 1"=10' SHEET C3 3 OF 6 SHEETS AN-RE/1 DWG 3/1012020 2'.14 WPM Gotten not shown A CJ Ad 0 B RETAINING CURB IF NECESSARY AT 1 5 DATE: d, 5' EDGE OF SIDEWALK ax _ �z Min 1-0" OR 12" COMPACTED NATIVE SIDEWALK 'o DEPRESSION) MAX NOTE: LL a N J GUTTER CROSS SLOPE AT CLASS'S 7.5$ 7.5X Max ].5X SIDEWALK EXPANSION SEE NOTE 9 ox v N ax PLANE JOINTS 0 15' D W 3 _ COMPACTED SUBGRADE 2 6" CURB & GUTTER NL N < Na EDGE R R �� OF .1 aM SIDEWALK ®]1 W AT CURB 6s oosele AT CURB CASE A 1. ��R 1.59. yds SIDEWALK x ax SEE NOTE 9 FRONT EDGE OF SIDEWALK, SID CASE Q G RETAINING CURB IF NECESSARY AT EDGE OFVS61EW LK _.,J -SEE NOTE 9 rncr r 0.45" Min AND 0.47" Max TOP Diol—�- OD" Min AND 0.92" Max � 0' BASE Dia O ai SIDEWALK O J � RAISED TRUNCATED DOME NOTES: 1. As site conditions dictate, Case A through Case G curb ramps may be used for corner installation similar to those shown in Detail A and Detail B. The case of curbramps usetl In Detail A do not have to )EWALK be the same. Case A through Case G curb ramps also may be used at rid block locations, as site conditions dictate. Max 2. If distance from curb to back of sidewalk is too short to :URB accommodate ramp and 4'-2" platform (lording) as shown in Case A, the sidewalk may be depress d longitudinally as n Case. B, or C or FRONTOF may be widened as in Case D SIDEWALK 3_ Me, ramp is located I. part, of curb return, crosswalk configuration most be similar to that shown for Detail B. 4. As site ndidictate, the retaining curb side one the d side of the Case ase m nflare G ramp shall re constructed reversed flareposition. 5. If located on a curve, the sides of the romp need not be parallel, but the minimum width of the ramp shall be 4'-2". )TE 9 6. Sideslope of ramp flares aryy uniformly from a maximum of 9.0% at parts to. conform with longitutliI sidewalk slope adjacent to top of the ramp, except in Case C and Cosa F. 7. Transitions from rampps antl landing to walks, gutters or streets shall be. flush (no lipJ and free of abrupt changes. 8. Counter .slopes of adjoining gutters and road surfaces immediately adjacent to and within 24 inches of the curb ramp shall not be steeper than 1:20 ((SAX)), Gutter pan slope shall not exceed 1" of depth for each 2'-0" of width. 9. Curb ramps shall have a detectable warning surface that extend=_ SECTION A—A GUTTER RETAINING CURB Fl-OWUNE IF NECESSARY TOP OF RAMP 4'-2" MinMm J ROUNDEDI 7.5$ Max 1.5$ Max EE NOTE 8 SECTION B—B Depress entire sidewalk as required RETAINING CURB GUTTER IF NECESSARY FL OW NE 1.5% Max SEE NOTE 8 SECTION C—C LIMIT OF PAY 4'-2" Min ROUNDED SEE If NOTE 8 RETROFIT PAY LIMITS Existing curb and sidewalk DETAIL A TYPICAL • RAMP CORNER• Sea Note 1 AC SE E WHERE A FLARED SIDE OCCURS ERE A FLARED E OCCURS )VIDE 2'-0' OF CURB DETAIL B TYPICAL • GM CORNER\ • NDIES COMPLY NM CBC !lB-7051.1.2 FOR DOME SPACING/PATIERN O O O USED. O O O 0.49 >ti OO OO O TOP DIA�� I DORIES ARE TO MEET ALL A.D.A. 0.9 RENO CLUE D BASE O� O� 2 NO GLUE CONN DOMES ARE TO RE O USED. 3 SEE ARCHITECTURAL PLANS FOR TYPE AND COLOR OF TRUNCATED DOMES RAISED 7RUNCAT0 DOME PATTERN TIN -LINE) DETECTABLE WARNING SURFACE H1 TRUNCATED DOMES CS N.T.S. • 8' Off FLIP VAN-AC73SME PARIONO SULL it Im flPff LErMiS ON 4' NOE PANTED GLUE SMPES • Y ON CiNnR the full width and S-0" depth of the romp. A 4'-0" wide detectable warning surface may be used on o 4'-2" wide curb. ramp. Detectable Warning Surfaces shall conform to the requirements in the Standard Specifications.. 10. Sidewalk and ramp thickness, "T", shall be 3 " minimum.. 11. Utility pull boxes, manholes, vaults and all other utility facilities within the boundaries of the curb romp will be relocated or adjusted to grade by the owner prior to, or in conjunction with, curb romp construction. 12. Detectable woman, surface may have to be Put to allow removal of utility covers while maintaining full detectable warning width and depth. 2.3" Min AND 2 Max CENTER TO DEN PER SPACING ® � RAISED TRUNCATED DOME PATTERN (IN-LINE) DETECTABLE WARNING SURFACE See Note 9 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 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 A88A DATED MAY 20, 2011 - PAGE 121 OF THE STANDARD PLANS BOOK DATED 2010, INTERNAnCNAL ACQE3WUTY ShMLfX i PER DE7A8 10 SHEET C3 4' KW PANRD 91E SOLE IMM ACIMW PAWN 9611 \� .ILO 'VAN ALtiE50W SW OV VM/ -Al STNL FFR OETAL 10 9EE7 CT 2 ACCESSIBLE PARKING STALL C3 N.T.S. &MF PAINTED BAO(ORO'M17 COLOR 15090 P197 FS 5954 Ni PAINIED SW661 EXPANSION JOINT NOTE: AT SIDEWALKS. CLASS'S' CONCRETE 1/2 SACK) EXPANSION JOINTS ®3 3 0' CONCRETE WALK. 9 WEAKENED PLANE JOINTS 4D WHERE OCCURS. �� PLACE ON COMPACTED SUBGRADE 1I -C F - z z V C it A.C. OR CONCRETE PAVEMENT L. 91 I LC2 AGO. BASE L—=--� COR 12" COMPACTED NATIVE 1 6" CONCRETE CURB C3 N.T.S. ColO'0P11 TO DMIusm AP CSG SECRON Ill 3 INTERNATIONAL ACCESSIBILITY SYMBOL C3 N.T.S. ROI ECTOWAD POPCYTAIN CW 18 Ca1ULZ' STEEL E BAOYGMNO MERN017MAL ACCESSILl S)MI /N 11101E MINIMUM Nf J250 VAN VAN 9'ACE at Y ACCE59BLE �— SRII POST �F1Y91 OPAIi� /'Rxt ACCESSIBLE PARKING SPACE SIGN C3 N.T.S. A ;. OR CONCRETE PAVEMENT NOTE: CLASS '3' CONCRETE (5 1/2 SACK) EXPANSION JOINTS 4D 40' WEAKENED PLANE JOINTS 0 20' PLACE ON COMPACTED SUBGRADE 3 N WIDE V—GUTTER itx C3 N.T.S. REFTECTOl PORCELAIN SIGN WTH I - HIGH NN/ff TEXT AS SHORN, BLUE BAMMOUNO COLOR 15090 PER FS 595A. CONTRACTOR TO PER/FY N1n/ 011 ALL INFORMATION SHOW ON .SIGH INCLUDING ADDRESS AND PHONE PR16R 70 PR/NDNG ALL PRNDNG 70 BE PERWANENRY Al 4L VANIZER POST I GRADE H5 ACCESSIBLE PARKING LOT ENTRANCE SIGN \,L3J N.T.S. X:"NO PROJECT811702. L'q -33-� CITY RECORDS NO. CJ Ad 0 FILE: Z ro0 q w DATE: 07121/2020 A e UK CL 2 AGG. BASE _ �z OR 12" COMPACTED NATIVE 5% (1" DEPRESSION) MAX NOTE: LL a N J GUTTER CROSS SLOPE AT CLASS'S CONCRETE (5 1/2 SACK) NO SCALE A CURB RAMP. EXPANSION JOINTS ® 30' Q WEAKENED PLANE JOINTS 0 15' D W PLACE ON COMPACTED SUBGRADE 2 6" CURB & GUTTER C3 N.T.S. NOTE: CLASS '3' CONCRETE (5 1/2 SACK) EXPANSION JOINTS 4D 40' WEAKENED PLANE JOINTS 0 20' PLACE ON COMPACTED SUBGRADE 3 N WIDE V—GUTTER itx C3 N.T.S. REFTECTOl PORCELAIN SIGN WTH I - HIGH NN/ff TEXT AS SHORN, BLUE BAMMOUNO COLOR 15090 PER FS 595A. CONTRACTOR TO PER/FY N1n/ 011 ALL INFORMATION SHOW ON .SIGH INCLUDING ADDRESS AND PHONE PR16R 70 PR/NDNG ALL PRNDNG 70 BE PERWANENRY Al 4L VANIZER POST I GRADE H5 ACCESSIBLE PARKING LOT ENTRANCE SIGN \,L3J N.T.S. X:"NO PROJECT811702. L'q -33-� CITY RECORDS NO. rt F 0 RCE 38265 —L/—Z 0 Z r) J_ Q m N 3: N w Z U) Q LU LU J m CD CD U) JOB No.: CJ Ad 0 FILE: Z ro0 q w DATE: 07121/2020 UK ekeN � W �z � W LL a N J a do SCALE: NO SCALE �w 3 SHEET � Q Z so 1 or D W {Y CAn C4 0 N 4 OF 6 SHEETS �� z LL .1 aM ®]1 W � H 14\� ?m SeSXR'^�l rt F 0 RCE 38265 —L/—Z 0 Z r) J_ Q m N 3: N w Z U) Q LU LU J m CD CD U) JOB No.: 1702.19 FILE: RUSTY'S DATE: 07121/2020 DRAWN BY: JRA CO CHECKED BY: JHH O SCALE: NO SCALE c) SHEET Q 0 C4 0 N 4 OF 6 SHEETS PUZA-GRADING PLAN /I I III II 1 1 I' 4 a LEGEND _°- o _0_15FURNISH AND INSTALL TRAFFIC SIGNS: 15 MPH SPEED LIMIT o o _ _ O- O_ SF SILT FENCE OR FIBER ROLL PER o i . , - (o I CASQA DETAIL SE -1 OR SES - o - i°� _ - INSTALL PERIMETER w t (E) FIRE HYDRANT / SILT FENCING T _ 4 -_ SANDBAGS OR GRAVEL BAGS o GRAVEL; WDIA., 12"DEEP 50'LONG' / - /- - ••� / a 4 4 STRETCH OF GRAVEL PER CASQA DETAIL o • • J / I° �I I OI°� \ 4 C a a 0°°Coo I° I / o •_ doOOOO •Ia G J 000000 / / ' 4 ?/ o p 'c 4 I o / a / 4 4 I - 4 ..A.......' \ 4 I w ... �. •. .-..... 7. - I ® DEMO EXISTING BUILDING PER SEPARATE PLAN 4 �•-. •. .-••� _ - - c \ t •1 PROPOSED BUILDING- - - - 4 • a F.F. ELEV. =364.60 SEE SOILS EPORT FOR PAD PREP IRATION AND c OVER -EXCAVATION v„II ° J/ e •'•-•• 4 m c n a " 4 O O 00000 / 4 \ 00000 CJ 0 0 0 I I I a I 4 4 4 a J 4 4 A 0 0 0 0 0 0 0 >0°0°0°0° ° 0000 0 0° 0 0 0 O 'I VE ACI E I EQUIPME NT PARKIG TEMPORARY GRAVEL CONSTRUCTION ENTRANCE LL 000000°O O °000 ••y 4 O°O°O°O° O OM 4 a ---MATERIALS• STORAGE - I F IELING REA VA I VAN ACCES IIBLE ACCESSIBLE PARKING PERIMETER SSHOU ODER AREA ND DER IS 'RRofiECrEo Icl • 1.' •' •' •'.' LIMITS OF CONSTRUCTION EXISTING HYDRANT EROSION, SEDIMENT AND cm mo DUST CONTROL PLAN � q§ s§ W WIBLE ROAD & MING AVENUE z w m PARCEL B OF PARCEL MAP NO. 937 0 - PROPOSED 5,035 S.F. RUSTY'S PIZZA BUILDING c� = e A.P.N.: 148-270-25 & 148-270-28 CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA y PROJECT STATISTICS Q w 1. PROPERTY LOCATION: NORTHEAST INTERSECTION OF MING AVENUE AND WI BILE ROAD, z S° LL CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA W 1N 2. PROPERTY OWNER: JAMES R &LORA MASSIF w m ie _m �J 3. PROJECT OPERATOR: JAMES R & LORA MASSIE (RESPONSIBLE FOR DUST CONTROL PLAN IMPLEMENTATION) 4. PROJECT ENGINEER: LANDMARK SURVEYING AND ENGINEERING (RESPONSIBLE FOR DUST 3101 N. SILLECT AVENUE SUITE 103 0 CONTROL PLAN PREPARATION) BAKERSFIELD, CA 93308 0 PHONE: (661) 859-1923 > ATTN: MICHAEL DAUSTER a 5. PROJECT TYPE: CONSTRUCTION OF RESTAURANT 6. DISTURBED AREA: 0.80 NET ACRES 7. PROPERTY BOUNDARY: 0.60 NET ACRES 6. AVERAGE DAILY 500 CY (APPROXIMATE) zo EARTHWORK THROUGHOUT: a 9. START DATE: MAY 1ST, 2020 w 10. COMPLETION DATE: AUGUST 15TH, 2020 0 O DUST CONTROL BEST MANAGEMENT PRACTICES: w 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 A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS PROJECT, PREVENTATIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO MITIGATE THE IMPACT OF DUST AND PM10 EMISSIONS ACCORDING TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT REGULATION VIII (8). THE CONTRACTOR SHALL OBTAIN A COPY OF THE REGULATION FOR HIS USE. THESE MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. PRE -ACTIVITY: a) PRE -WATER SITE SUFFICIENT TO LIMIT VISIBLE DUST EMISSIONS (VDE) TO 20% OPACITY. b) PHASE WORK TO REDUCE THE AMOUNT OF DISTURBED SURFACE AREA AT ANY ONETIME. B. DURING ACTIVE OPERATIONS: - a) APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO LIMIT VISIBLE DUST EMISSIONS (VDE) TO 20% OPACITY pOFESsUp b) LIMIT ACTIVITY TO PERIODS OF LOW OR NO WIND, OR CONSTRUCT AND MAINTAIN WIND BARRIERS �,oe HULS N4/ SUFFICIENT TO LIMIT VDE TO 20% OPACITY. c) APPLY WATER OR OTHER APPROVED SUBSTANCE TO UNPAVED HAULIACCESS ROADS AND a UNPAVED VEHICLE/EQUIPMENT TRAFFIC AREAS SUFFICIENT TO LIMIT VDE TO 20% OPACITY AND MEET RCE 38265 THE CONDITIONS OF A STABILIZED UNPAVED ROAD SURFACE. z * %'Z�-Zp C. TEMPORARY STABILIZATION DURING PERIODS OF INACTIVITY: sTP a) RESTRICT VEHICULAR ACCESS TO THE AREA. 9r CIV FOF b) APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO COMPLY WITH THE CONDITIONS rAt@ 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 Z END OF EACH WORKDAY. TRACKOUT BEYOND 50 FEET OR THE SITE SHALL BE REMOVED Q IMMEDIATELY. J b) CLEANUP SHALL BE ACCOMPLISHED BY MANUAL SWEEPING OR APPROVED EQUIPMENT AND 0 - METHOD AS SPECIFIED BY THE SJVAPCD. METHOD 0 J c) THE USE OF BLOWER DEVICES OR DRY ROTARY BRUSHES OR BROOMS, FOR REMOVAL OF CARRYOUT AND TRACKOUT ON PUBLIC ROADS IS EXPRESSLY PROHIBITED, Z Q d) ANY PERMITS REQUIRED FOR MUD AND DIRT CLEANUP SHALL BE OBTAINED BY THE CONTRACTOR. 0 3. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN AND IMPLEMENTED IN ACCORDANCE WITH THE J ~ - z REQUIREMENTS OF THE KERN COUNT STORMWATER MANAGEMENT PROGRAM. CONTRACTOR SHALL O OBTAIN A COPY OF THE PROGRAM FOR HIS OWN USE. Q m 4. THE CONTRACTOR MUST IMPLEMENT AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT N CONTROL ON ALL DISTURBED AREAS DURING THE RAINY SEASON. N w 5. NON-STORMWATER DISCHARGES SHALL BE PROHIBITED FROM ENTERING THE EXISTING STREET. IN NO Z Q CASE SHALL WATERS ORIGINATING FROM THE SITE OF WORK ENTER THE ADJACENT CANAL. , ^ I lI J 0 06 6. SEDIMENT CONTROL PRACTICES SHALL EFFECTIVELY PREVENT A NET INCREASE OF SEDIMENT LOAD IN STORM WATER DISCHARGE. O Z 7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN vJ of w THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS FORT PERCENT (40%) , w c 8. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY N� L.L m D SEASON (NOV. 1 TO APRIL 15). NECESSARY MATERIALS SHALL BE AVAILABLE ONSITE AND STOCKPILED AT _ LL.I CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR DAMAGED 10 0 5 10 EROSION CONTROL MEASURES OR SEDIMENT CONTROL MEASURES WHEN RAIN IS IMMINENT. CD 9. AFTER A RAINSTORM, ALL SILTAND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, DESILTING BASINS O AND OTHER DEVICES. ANY DEVICES AND SLOPE SURFACE PROTECTION DAMAGED DURING A RAINSTORM L(") O i INCH = i0 FEET SHALL BE IMMEDIATELY REPAIRED. E5 10. POLLUTANTS SHALL BE REMOVED FROM STORMWATER DISCHARGES TO THE MAXIMUM EXTENT O PRACTICABLE (MEP). LLI 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 JOB No, 1702.19 FILE: RUST'S GENERAL CONTRACTOR ON ALL BEST MANAGEMENT PRACTICES (BMPs) INCLUDING CONCRETE WASTE STORAGE AND DISPOSAL PROCEDURES. DATE: 07121/2020 DRAWN BY JRA CHECKED BY: JHH SCALE. 1"=10' SHEET C5 332 CITY RECORDS NO 5 OF 6 SHEETS . v eun oo.. ���+o,.,,� ,,,Tai eun eorai.o�.. o. w.,. c ome,n,mc,oi w+v a ov>n - rannmr. ai nu _ aa,n nwr, vnnnron v�em ou BEST MANAGEMENT PRACTICES (BMP's) General Notes 1. Best Management Practices (BMP"Y) contained herein reflect minimum requirements. Alternate methods providing equal or greater protection may be utilized. For additional BMPS refer to California Stormwater BMP Handbooks, available at WWW. CA8MP114N9800K5 COM. 2. AI/ construction actiVity shall be performed in accordance with a Stormwater Pollution Prevention Plan (SWPPP) developed and implemented in compliance with requirements of the Kem County Stormwater Management Program, National Pollutant Discharge Elimination System (NPDES) Permit, and the State's General Permit. J. The SWPPP sho/l.• a. Identify potential pollutant sources and include the design and placement of SMP's to effectively prohibit the entry of pollutants from the construction site into and onto the street and storm drain system during l construction. b. Be kept on site and amended to reflect changing conditions throughout I the coarse of construction. I c. Be kept up to date. Any additional updates requested by agency representative are to be made immediately. 4. Non-Stormwater discharges ore prohibited from entering any storm droln system and/or street. 5 Pollutants shall be removed fmm stormwoter discharges to the Maximum Extent Practicable (MEP) through design &imp/ementation of the SWPPfi 6. A standby crew for emergency work shall be available at all times during the rainy season (Nov. I to Apr 15). Necessary materials shall be available on site and locations to facilitate ra id construction of temporary stockpiled of convenient oto P i devices or damaged erosion contra/ measures or sediment contra/ measures when rain /s imminent. I 7 Portable sanitory facilities shall be located on re/ative/y level ground away from traffic areas, drainage courses, and storm drain inlets. 8. Employees, subcontractors and suppliers shall be educated on a// BMPs including �+ concrete waste storage and disposal procedures. 9. Sediment control practices shall effectively prevent a net increase of sediment load in stormwoter discharge. 6, <�hr ""<: �,/ t„M, r.•GUNrr of KLTeN pIPDES BMP PLATE NO. Deslrrvw 3r_ SLATE OF ci FORma i - mwwnen CEVELOPMEVT SEDIMENTS AND EROSION BMP 1 SIANUAItG CUVI-2CL m G:\EXCHt Gau?MeesPDESBMP8\SWPPPI.6KX BMP 1.7710/2038:55:30 AM Nates: 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 stormdrain system. 2. Any construction material stored or stockpiled on-site shall be protected from being transported by the force of wind or water. (E) MATERIAL STORAGE La go U NPDES BMP SEDIMENTS AND EROSION CUNT -20L (o""`r 04}F naris/xom CDONTY OF KERN STAT _ OF CALFORNIA CEVELOPMENT STANDARD CO _ils;S 0 m� „P. ., - ae y W 0 i V"r cl.a 3,.- Dr Q W 4 Q N J O Lo FLU C6 Q W 0 Lo m� ®� W ��2 A Stockpiled Material W Qa W N, affifth W a J m 5 �a°'W i o . e r <: W L W W 6 y W 9v - W W .4•- a V, y a W W W W W W• W y W W W W W W W W W W SANDBAGS/GRAVEL BAGS PLACED TIGHTLY TOGETHE W W W W w N• W W W W ALL AROUND MATERIAL W W W W W W W N, W W W W W W W W W W W W W W W Nates: 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 stormdrain system. 2. Any construction material stored or stockpiled on-site shall be protected from being transported by the force of wind or water. (E) MATERIAL STORAGE PLATE NO. B i\/ P E G:rEXCBANGE\IPCamONPDES BMPn5WPPPIAd OMP& e25,2003 10:P:0,1 AM 1 u ED Cleanup alt Materiel - Containment Area Notes: 1. Leaking vehicles and equipment shall not be allowed on-site. Equipment end vehicles shall be inspected frequently for looks and shall be repaired immediately. Clean up spills and leaks prompt/y with absorbent matsiiols,• do not flush with water. 2. Vehicles and equipment shall be maintained, and repaired on-site on/y in designated areas. Prevent run-on and run-off fmm designated areas. Containment devices shall be provided and areas shall be covered if necessary. J. Designate on-site vehicle ondequiP equipment maintenance areas, oweY from stom 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. lubricants. 5. Legal/y dispose of used oils, fluids, and / u 6. Provide spill containment dikes or secondary containment around stored oil, fuel, and chemical drums. 7 Maintain on adequate supply of absorbent spill cleanup materials in designated area. © EQUIPMENT MAINTENANCE AREAS ar. r,r?it[ -'OI LPL47E N0ALrCRW1A aAND EROSCE4E_OPMItiI FNMA o G:\EXGIIAMGE\IP"'+derANPDE$BMPA\SWPPPt.dwR,GMP B, a25i2003 10:35:11 AM IA✓A51-A-L/% kihLA Length as needed to prevent tracking A series of Steel Plates (3 or more)with - 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 madwoys shall be stabilized so as to prevent sediments from being deposited into the public mods. Depositions must be swept up immediately and may not be washed down by rain or other means into the storm drain 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 'ramble strips" and/or min 4" coarse aggregate ode not prevent on tracking onto edea to 9 with length, width &thickness as ne 9 y P Y Payed surfaces. J. Adding a wash rack with a sediment trop large enough to collect GA/ wash water con greatly improve efficiency. 4. All vehicles accessing the construction site shall utilize the stabilized construction entrance sites. 1. Remove oil sediment deposited on paved roadways immediately. 2. Sweep paved areas that receive construction traffic whenever sediment becomes visible. pavement wo hino with water is nm&bffed if it results in a discharge to the storm drain system. STABLIZED CONSTRUCTION ENTRANCE D r. II F IFO N T 0. coto-r o -- PLATE N 0s.na 2003 P P BM. NPDES 00 06rXEu Br. SiA1'E OF CALIFDRI'iln E4'ELOPME^IT SEDIMFN-S AND EROSION Duawn e.: 5 M F C CON �1,1NUAkL• G:\BXCHAHGFIA"'+dunNPDESBMPS\SWPPPI.dwp, Bti@.C, b251I00310:36:03 AM Absorbent Cleanup Material FUEL -- Benned ContainmentArea Germed Containment Area ... .. ... Impervious 11 Surfece/Lining Notes: /. Excess and waste concrete shall not be washed into the street or into a drainage system. 2. For washout of concrete and mortar products, o designated containment foci/Xy of sufficient capacity to retain liquid and solid waste shall be provided on site. 3 Slurry from concrete and asphalt saw cutting shall be vacuumed or contained, dried, picked up and disposed of properly. CONCRETE WASTE MANAGEMENT CDUNtt OF KERN iv 3D6S BMP PLATE N0. STAT= OF CVLIFORNIA CEVELOPMENT SEDIMENTS AND EROSION BMP F STANDARD CO°�14L'L G:\E]CCBANGE\IPC\OenWPD83 B4wS8WPPPl.dwq BMPF,a25n00310:P:38M1 Notes: 1. Fueling shall be performed in a designated area, away from drainage courses. 2. Absorbent cleanup material shall be on site and used immediate/y in the event of o spill. © VEHICLE/ EQUIPMENT FUELING COUN1. OF KERN NPDES BA4P PLATE NO. nn: STATE OF CALIFORNIA 1e SEDIMENTS AND EROSION DEVELOPMENT BMP G elo m_ SIANUAI21. it CONI`iCl. G.\EzcxAHGe\1Pc\ean\n-eDss BMPs\SwPPPl.dwg..BmaPG; a2snoa3lt:av:pgaM Notes: 1. Soil/Slope stabilization practices shall be designed to preserve existing vegetation r� where feasible and to r&v&g&tote open areas as soon as feasible after grading. These control practices shall include temporary seeding, permanent seeding, mulching, sod stabilization, vegetative buffer strips, protection of trees, or other sail stabilization practices. 2. Soil stabilization shall be implemented on all inactive disturbed areas from November 1 thru April 15 and on all disturbed are during a min event or potential rain. P 3. Stabilization practices shall control/prevent erosion from the farces of wind and water. 4. Stabilization practices shall be implemented in conjunction with sediment trapping/fi/Peng practices and practices to reduce the tracking of sediment onto paved roads. 5. When using straw mu/thing, the minimum application shall be 2 tons/acre. Mulch must be anchored immed/ote/v to minimize loss by wind or water. 6. When using hydroseeding/mulching, the minimum opplicrotion of wood Fiber shall I be f,500 lbs/acre, that does not contain more than 50 percent newsprint. 7 For seeding recommendations, contact: USDA, Natural Resources Conservation Service at 5000 California Avenue, Bakersfield, CA 9JJ09-0725. Phone: (651) JJ6-0967. iO EROSION CONTROL COUNTY OF KERNNPDES BMP PLATE NG. + STATE OF CALIFOPNv` DEVELOPMENT SEDIMENTS AND EROSION BMP CONTROL STANDARD I S I G:\EXCHAHGE\1PCWvnNPDES BMP95WPPP1.411A BMP O, 625n003 10:36:31 AM Silt Fence Maximum slope length Maximum tributary area .25 acre/100 Of fence. 28 0 -24 22 Maximum - Silt fence Turn lost 6' of width=500' fence up-slope Silt fence constructed \fobrne-\ tour Post 0 10' .... Flow (max) Compacted backfill 6° in. 12 Filter fmabric � i Notes. 1. Construct the silt fence o/ong a /eve/ contour. 2. Slit fences shalt remain in place until the disturbed area is pennanently stabilized. J. 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 sq. ft. of ponding area shall be provided for every acre draining to the fence. 4. rum the ends of the filter fence uphill to prevent stormwoter 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 fabric is used, a wire mesh support fence shall be fastened secure/y to the upslope side of the pasts using heavy-duty wire staples at least 1 inch long, tie wires or hog rings. OSILT FENCE Def19/9oaa COUNTY OF KERN NPDES BMP PLA.E N''). mm DcslslanEO Br, srar- of CALIFORNIA DO SEDIMCNTS AND EROSION 0 �er CEVELOPMENT BivT' -I STANDARL CONTROL or G:\EXCHANGE1wCVan'03'DES BMPSSWPPPtdwp, BWH, a25n003 10:38:36 ANI �2 CITY RECORDS NO. La go U NPDES BMP SEDIMENTS AND EROSION CUNT -20L (o""`r 04}F naris/xom CDONTY OF KERN STAT _ OF CALFORNIA CEVELOPMENT STANDARD CO _ils;S 0 m� „P. ., - ae CHECKED BY: JHH - 0 i V"r cl.a 3,.- Dr Q W PLATE NO. B i\/ P E G:rEXCBANGE\IPCamONPDES BMPn5WPPPIAd OMP& e25,2003 10:P:0,1 AM 1 u ED Cleanup alt Materiel - Containment Area Notes: 1. Leaking vehicles and equipment shall not be allowed on-site. Equipment end vehicles shall be inspected frequently for looks and shall be repaired immediately. Clean up spills and leaks prompt/y with absorbent matsiiols,• do not flush with water. 2. Vehicles and equipment shall be maintained, and repaired on-site on/y in designated areas. Prevent run-on and run-off fmm designated areas. Containment devices shall be provided and areas shall be covered if necessary. J. Designate on-site vehicle ondequiP equipment maintenance areas, oweY from stom 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. lubricants. 5. Legal/y dispose of used oils, fluids, and / u 6. Provide spill containment dikes or secondary containment around stored oil, fuel, and chemical drums. 7 Maintain on adequate supply of absorbent spill cleanup materials in designated area. © EQUIPMENT MAINTENANCE AREAS ar. r,r?it[ -'OI LPL47E N0ALrCRW1A aAND EROSCE4E_OPMItiI FNMA o G:\EXGIIAMGE\IP"'+derANPDE$BMPA\SWPPPt.dwR,GMP B, a25i2003 10:35:11 AM IA✓A51-A-L/% kihLA Length as needed to prevent tracking A series of Steel Plates (3 or more)with - 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 madwoys shall be stabilized so as to prevent sediments from being deposited into the public mods. Depositions must be swept up immediately and may not be washed down by rain or other means into the storm drain 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 'ramble strips" and/or min 4" coarse aggregate ode not prevent on tracking onto edea to 9 with length, width &thickness as ne 9 y P Y Payed surfaces. J. Adding a wash rack with a sediment trop large enough to collect GA/ wash water con greatly improve efficiency. 4. All vehicles accessing the construction site shall utilize the stabilized construction entrance sites. 1. Remove oil sediment deposited on paved roadways immediately. 2. Sweep paved areas that receive construction traffic whenever sediment becomes visible. pavement wo hino with water is nm&bffed if it results in a discharge to the storm drain system. STABLIZED CONSTRUCTION ENTRANCE D r. II F IFO N T 0. coto-r o -- PLATE N 0s.na 2003 P P BM. NPDES 00 06rXEu Br. SiA1'E OF CALIFDRI'iln E4'ELOPME^IT SEDIMFN-S AND EROSION Duawn e.: 5 M F C CON �1,1NUAkL• G:\BXCHAHGFIA"'+dunNPDESBMPS\SWPPPI.dwp, Bti@.C, b251I00310:36:03 AM Absorbent Cleanup Material FUEL -- Benned ContainmentArea Germed Containment Area ... .. ... Impervious 11 Surfece/Lining Notes: /. Excess and waste concrete shall not be washed into the street or into a drainage system. 2. For washout of concrete and mortar products, o designated containment foci/Xy of sufficient capacity to retain liquid and solid waste shall be provided on site. 3 Slurry from concrete and asphalt saw cutting shall be vacuumed or contained, dried, picked up and disposed of properly. CONCRETE WASTE MANAGEMENT CDUNtt OF KERN iv 3D6S BMP PLATE N0. STAT= OF CVLIFORNIA CEVELOPMENT SEDIMENTS AND EROSION BMP F STANDARD CO°�14L'L G:\E]CCBANGE\IPC\OenWPD83 B4wS8WPPPl.dwq BMPF,a25n00310:P:38M1 Notes: 1. Fueling shall be performed in a designated area, away from drainage courses. 2. Absorbent cleanup material shall be on site and used immediate/y in the event of o spill. © VEHICLE/ EQUIPMENT FUELING COUN1. OF KERN NPDES BA4P PLATE NO. nn: STATE OF CALIFORNIA 1e SEDIMENTS AND EROSION DEVELOPMENT BMP G elo m_ SIANUAI21. it CONI`iCl. G.\EzcxAHGe\1Pc\ean\n-eDss BMPs\SwPPPl.dwg..BmaPG; a2snoa3lt:av:pgaM Notes: 1. Soil/Slope stabilization practices shall be designed to preserve existing vegetation r� where feasible and to r&v&g&tote open areas as soon as feasible after grading. These control practices shall include temporary seeding, permanent seeding, mulching, sod stabilization, vegetative buffer strips, protection of trees, or other sail stabilization practices. 2. Soil stabilization shall be implemented on all inactive disturbed areas from November 1 thru April 15 and on all disturbed are during a min event or potential rain. P 3. Stabilization practices shall control/prevent erosion from the farces of wind and water. 4. Stabilization practices shall be implemented in conjunction with sediment trapping/fi/Peng practices and practices to reduce the tracking of sediment onto paved roads. 5. When using straw mu/thing, the minimum application shall be 2 tons/acre. Mulch must be anchored immed/ote/v to minimize loss by wind or water. 6. When using hydroseeding/mulching, the minimum opplicrotion of wood Fiber shall I be f,500 lbs/acre, that does not contain more than 50 percent newsprint. 7 For seeding recommendations, contact: USDA, Natural Resources Conservation Service at 5000 California Avenue, Bakersfield, CA 9JJ09-0725. Phone: (651) JJ6-0967. iO EROSION CONTROL COUNTY OF KERNNPDES BMP PLATE NG. + STATE OF CALIFOPNv` DEVELOPMENT SEDIMENTS AND EROSION BMP CONTROL STANDARD I S I G:\EXCHAHGE\1PCWvnNPDES BMP95WPPP1.411A BMP O, 625n003 10:36:31 AM Silt Fence Maximum slope length Maximum tributary area .25 acre/100 Of fence. 28 0 -24 22 Maximum - Silt fence Turn lost 6' of width=500' fence up-slope Silt fence constructed \fobrne-\ tour Post 0 10' .... Flow (max) Compacted backfill 6° in. 12 Filter fmabric � i Notes. 1. Construct the silt fence o/ong a /eve/ contour. 2. Slit fences shalt remain in place until the disturbed area is pennanently stabilized. J. 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 sq. ft. of ponding area shall be provided for every acre draining to the fence. 4. rum the ends of the filter fence uphill to prevent stormwoter 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 fabric is used, a wire mesh support fence shall be fastened secure/y to the upslope side of the pasts using heavy-duty wire staples at least 1 inch long, tie wires or hog rings. OSILT FENCE Def19/9oaa COUNTY OF KERN NPDES BMP PLA.E N''). mm DcslslanEO Br, srar- of CALIFORNIA DO SEDIMCNTS AND EROSION 0 �er CEVELOPMENT BivT' -I STANDARL CONTROL or G:\EXCHANGE1wCVan'03'DES BMPSSWPPPtdwp, BWH, a25n003 10:38:36 ANI �2 CITY RECORDS NO. 0 a FLU a 0 V/ cLL G CC] Z J 0 Z Q m O N � � N w cn LL Z co 060 O z UJ DLLJJ or m UJ U) O Z Lo O U) LEI JOB No.: 1702.19 La go U Z m w DRAWN BY: JRA CO aur U p CHECKED BY: JHH CIC 0 i V"r w D Q W 4 Q N J O Lo FLU C6 Q W 0 Lo m� ®� W ��2 A Z as Qa affifth W a J m 5 �a°'W i o 0 a FLU a 0 V/ cLL G CC] Z J 0 Z Q m O N � � N w cn LL Z co 060 O z UJ DLLJJ or m UJ U) O Z Lo O U) LEI JOB No.: 1702.19 FILE: RUSTY'S DATE: 07/21/2020 DRAWN BY: JRA CO CHECKED BY: JHH Q SCALE: N/A O SHEET Q O C6 0 6 OF 6 SHEETS -NI.1. 'H - AN - REW DWG 3110120M 2,14 07 PM