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Home My WebLink About6.9-46930.00' 56.58' 100.00' 60.00' 75.00' 24.00' 24.00' 22' CL-FL 22' CL-FL s s s s s S=0.0025S=0.003528.89' 34.83' 30' R.O.W. 10' PUE 30' ROW10' PUE10' PUESCOBEE STREET C/L YOUNG STREETC/LVICINITY MAP NTS Call Before You Dig!LOCAL BENCHMARK WEST CUL-DE-SAC STREET MONUMENT OF SCOBEE STREET = 500.74' Revision/Issue Project Name and Address No. Date Sheet Title. Sheet No. Project No.Mailing Address:9530 Hageman RoadSuite B223P: 661-230-9034www.CapstonePE.comadministrator@CapstonePE.com1 COB COMMENTS 8-21-2023 RV Storage Grading Plan City of Bakersfield APN - 545-030-51 8802 Scobee Street Sheet Title & Notes C-100 20-016 2 ADDRESS PW COMMENTS 11-02-2023 KEY MAP NTS 8802 SCOBEE STREET TITLE SHEET APN 545-030-51 GRADING PERMIT #23-40000026 SITE PLAN REVIEW 20-0249 OWNER: PAUL WADE INDEX OF DRAWINGS: C-100 TITLE SHEET AND NOTES C-101 SITE GRADING, & PROFILES C-102 CROSS SECTIONS C-103 DETAILS C-104 DETAILS EC-101 EROSION CONTROL EC-102 EROSION CONTROL DETAILS EC-103 EROSION CONTROL DETAILS City Records No. 6.9-469 BASIS OF BEARING CENTERLINE OF SCOBEE STREET. S89°15'18"E PER PARCEL MAP 11119, PH II, BOOK 54 OF PARCEL MAPS, PAGE 89. STANDARD GRADING NOTES: 1. ALL GRADING SHALL CONFORM WITH CITY OF BAKERSFIELD GRADING REQUIREMENTS AND THE CALIFORNIA BUILDING CODE, THE STANDARDS AND REQUIREMENTS OF THE SOILS ENGINEER, AND APPENDIX J OF THE CALIFORNIA BUILDING CODE. 2. ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS AND REQUIREMENTS OF THE UPDATE TO GEOTECHNICAL ENGINEERING INVESTIGATION REPORT BY KRAZAN AND ASSOCIATES, DATED FEBRUARY 3, 2021 PROJECT NO. 022-21011. THIS REPORT SHALL BE INCORPORATED INTO THIS PLAN AND AND MADE A PART HEREOF AS IF SPELLED OUT IN ITS ENTIRETY HEREON. 3. AREAS TO BE GRADED SHALL BE CLEARED OF ALL VEGETATION, INCLUDING ROOTS AND OTHER MATERIAL UNSUITABLE FOR STRUCTURAL FILL, AND SCARIFIED AS RECOMMENDED ON PRELIMINARY SOILS REPORT. 4. IN AREAS TO RECEIVE FILL, THE EXISTING SOILS SHALL BE SCARIFIED AND COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY. THE FILL MATERIAL OBTAINED FROM OTHER AREAS ON THE SITE MAY BE PLACED IN THIN LAYERS AND COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY. WHERE FILLS ARE PLACED ON SLOPES, A KEY SHALL BE CUT AT THE TOE OF THE SLOPE AT LEAST 10' WIDE AND INTO FIRM NATURAL SOILS. AS THE FILL MATERIAL IS PLACED UP IN THE SLOPE, BENCHES SHALL BE CUT AT REGULAR INTERVALS IN TO FIRM NATURAL SOILS. 5. PRIOR TO PLACEMENT OF FILL MATERIAL, THE PREPARED AREA SHALL BE INSPECTED AND APPROVED BY A CITY GRADING INSPECTOR AND THE SUPERVISING SOILS ENGINEER. 6. CUT AND FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 HORIZONTAL TO 1 VERTICAL UNLESS CERTIFIED STABLE BY THE SOILS ENGINEER, AND APPROVED BY THE CITY ENGINEER. 7. FILL MATERIAL, APPROVED BY THE SUPERVISING SOILS ENGINEER, SHALL BE PLACED IN LIFTS NOT EXCEEDING 6" IN COMPACTED THICKNESS, MOISTENED OR DRIED AS NECESSARY TO NEAR OPTIMUM MOISTURE CONTENT, AND COMPACTED BY AND APPROVED METHOD. 8. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AND SO CERTIFIED BY TESTS AND REPORTS BY THE SUPERVISING SOILS ENGINEER. 9. ALL SOILS WITHIN 1.5' OF FINISHED GRADE IN THE STREET SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. 10. UTILITY TRENCH BACKFILL WITHIN THE STREET SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF BAKERSFIELD. 11. THE ROADBED SUBGRADE WILL BE SCARIFIED AND COMPACTED AFTER INSTALLATION OF ALL UNDERGROUND UTILITIES, AND BEFORE PLACEMENT OF AGGREGATE BASE IN ORDER TO ACHIEVE UNIFORM COMPACTION. 12. SURFACE DRAINAGE SHALL NOT BE LESS THAN 2% EXCEPT FOR PAVED SURFACES AND POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL STRUCTURES AND SLOPES. 13. ALL UNSUITABLE SOILS MATERIALS AND RUBBISH AND DEBRIS RESULTING FROM GRADING OPERATIONS SHALL BE REMOVED FROM THE JOB SITE AND DISPOSED OF PROPERLY. 14. SLOPE CONSTRUCTION REQUIREMENTS INCLUDING TERRACING SHALL BE SPECIFIED BY THE SUPERVISING SOILS ENGINEER PRIOR TO CONSTRUCTION OF GRADED SLOPES. 15. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS REQUIRED TO PREVENT HIS OPERATIONS FROM PRODUCING DUST IN AMOUNTS DAMAGING TO PROPERTY, CULTIVATED VEGETATION AND DOMESTIC ANIMALS, AND/OR CAUSING A NUISANCE TO PERSONS OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING FROM HIS OPERATIONS. DUST ABATEMENT MEASURES SHALL BE CONTINUED UNTIL RELIEF IS GRANTED BY THE GRADING INSPECTOR. 16. ALL SLOPES OVER 3' HIGH SHALL BE PLANTED WITH PERENNIAL VEGETATION APPROVED BY THE CITY AND SHALL BE DENSE AND GROWING PRIOR TO FINAL INSPECTION. 17. EARTHWORK QUANTITIES: (DOES NOT INCLUDE OVER EXCAVATION) CUT: 2100 CY FILL: 150 CY EXCESS DIRT EXPORT TO BE STOCKPILED AT THE GRADING CONTRACTOR SITE IN THE 100 BLOCK OF WILLIAMSON WAY, BAKERSFIELD. NOTE: EXACT SHRINKAGE, CONSOLIDATION AND SUBSIDENCE FACTORS AND LOSSES DUE TO CLEARING OPERATIONS ARE NOT INCLUDED. ESTIMATED EARTHWORK QUANTITIES ARE BASED ON THE DIFFERENCE AS SHOWN ON THE PLAN, OR SUBGRADES, AND SHOULD VARY ACCORDING TO THESE FACTORS. 18. PRIOR TO ANY SUBGRADING THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING A PRE-CONSTRUCTION MEETING WITH THE CITY AND OTHER AFFECTED AGENCIES. THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 24 HOURS PRIOR TO ANY WORK BEING PERFORMED, AND ARRANGE FOR INSPECTION. CALL 661-326-3720 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DISTURBED SHALL BE RESET AT CONTRACTORS EXPENSE. 20. ALL TOP SOIL SHALL BE STOCKPILED FOR LATER DISTRIBUTION OVER THE LOTS AND SLOPES. ALL CUT AND FILL SLOPES SHALL BE HYDROSEEDED UPON COMPLETION OF GRADING. IRRIGATION MAY BE NECESSARY TO ACHIEVE DENSE AND GROWING VEGETATION PRIOR TO FINAL INSPECTION. A BOND MAY BE REQUIRED IF THE WEATHER IS INAPPROPRIATE FOR HYDROSEEDING. 21. ALL ROUGH GRADING AND FINAL SOILS REPORT SHALL BE COMPLETED AND APPROVED BY THE CITY ENGINEER PRIOR TO ISSUANCE OF ANY BUILDING PERMITS. 22. ANY TEMPORARY STOCKPILES OF EARTH SHALL BE APPROVED BY THE CITY, AND SHALL NOT OBSTRUCT DRAINAGE OR CREATE BLOWING DUST. 23. THE CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN AND INSTALL THE IMPROVED DRAINAGE DEVICES FOR WORK DURING THE RAINY SEASON OF OCTOBER THROUGH MARCH. 24. THE CONTRACTOR SHALL SUBMIT FILE A NOTICE OF INTENT (NOI) AND A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) WITH THE REGIONAL WATER QUALITY CONTROL BOARD (RWQCB) PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 25. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SOILS REPORT, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 26. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX J OF THE CALIFORNIA BUILDING CODE. 27. TOTAL AREA DISTURBED 4.08 ACRES 28. ANY AND ALL EASEMENTS MUST BE RECORDED BEFORE PLANS CAN BE APPROVED 29. AN OPEN STREET PERMIT SHALL BE OBTAINED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED CITY ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 30. 24 HOUR NOTICE: PRIOR TO START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT 661-326-3049 31. 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. 32. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/ OR UPGRADING AS PER CITY ENGINEER. 33. NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORKING IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A STREET PERMIT HAS BEEN OBTAINED. 34. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION (811) 35. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALKS TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO SIDEWALKS. 36. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A NOTICE OF INTENT (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER NO. 2010-0014-DWQ AND ORDER NO. 2012-0006-DWQ) MUST BE FILED WITH THE STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER _____________ HAS BEEN ISSUED BY THE STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT. ENSURE TO PROVIDE THE WDID NUMBER. 37. FEDERAL AND STATE LAWS PROTECT CERTAIN SPECIES OF PLANTS, FISH, AND WILDLIFE THAT ARE LISTED OR PROPOSED FOR LISTING AS ENDANGERED OR THREATENED, AS WELL AS THEIR DESIGNATED CRITICAL HABITAT. THE PRESENCE OF AN ENDANGERED OR THREATENED SPECIES ON PRIVATE LAND THAT OVERLAPS WITH DEVELOPMENT MAY IMPOSE CERTAIN DUTIES, SUCH AS AVOIDING UNAUTHORIZED TAKE AND, IN SOME CASES, REQUIRING CONSULTATION WITH THE UNITED STATES FISH AND WILDLIFE SERVICE AND/OR THE CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE AGENCY. PROPERTY OWNERS AND DEVELOPERS SHALL TAKE THE NECESSARY STEPS TO ENSURE COMPLIANCE WITH FEDERAL AND STATE LAWS. IF UNAUTHORIZED TAKE OCCURS, A VIOLATION OF THE PROHIBITION ON UNAUTHORIZED TAKE CAN LEAD TO CIVIL AND CRIMINAL PENALTIES BY FEDERAL AND STATE AGENCIES. ADDRESS 8802 SCOBEE STREET BAKERSFIELD CA 93311 NOTE PRIOR TO NOTICE OF COMPLETION, THE STORM DRAIN SYSTEM, INCLUDING THE SUMP, SHALL BE INSPECTED AND ANY DEBRIS FOUND DURING THE INSPECTION SHALL BE REMOVED TO THE SATISFACTION OF THE WATER DEPARTMENT. TOTAL DISTURBED AREA 4.08 ACRES PROJECT SITE LEGAL DESCRIPTION: LOT A, PARCEL MERGER 20-0056 5F15W005765 23-40000026 11/13/23 D D D D 1.5% 0.2%1.0%0.2%1.3%2.3%2.1%2.5% 2.5% 2.5%1.8%2.0% 1.8% 2.5% 1.9% 1.9% 2.0% 2.5% 2.5% 2.5% 2.5% 6.1% 8.0% 6.5% 6.4% 3. 8 % 1 . 9% 2.0% 2.0% 2.0% 2.0% 2.0% 1. 6% 1. 5%1.8%8.3%3.7%2.6%A 102 A 102 B 102 B 102 0.27%0.27%0.2%0.2%0.2%0.27%0.27%0.27% 2.5%3.8%2.0%1.4%0.2%0.3%2.0% C 102 C 102 1.5%0.3%0.3%0.3%0.2%0.2%0.2%0.2%30.00' 56.58' 100.00' 60.00' 75.00' 24.00' 24.00' 22' CL-FL 22' CL-FL s s s c c c c c s s c c (494.54 INV) 10" MAIN EX. SEWER LATERAL (494.23 INV. N.) 10" EX. SEWERS=0.0025(501.87) TOM (496.31) INV. N (496.18) INV. SS=0.0035(496.43 INV) 8" MAIN EX. SEWER LATERAL (495.60 INV) EX. SEWER LATERAL CONTRACTOR V.I.F. (497.61 INV) EX. SEWER LATERAL CONTRACTOR V.I.F. 28.89' 34.83' 30' R.O.W. 10' PUE 30' ROW10' PUE10' PUESCOBEE STREET C/L YOUNG STREETC/LPEDESTRIAN ACCESS EASEMENT PER DOC. NO. 223135178 PEDESTRIAN ACCESS EASEMENT PER DOC. NO. 223135178 2.0%1.7% 5.6% 2.0% -2.0% 2.0%2.0%2.0%6.5% 2.0%2.0%1.7% 28.00' 10.92' 7.14' 8.00' 7.00' 9.00' 9.00' 18.00' 8.00' 9.00' 2.0% Revision/Issue Project Name and Address No. Date Sheet Title. Sheet No. Project No.Mailing Address:9530 Hageman RoadSuite B223P: 661-230-9034www.CapstonePE.comadministrator@CapstonePE.com1 COB COMMENTS 8-21-2023 RV Storage Grading Plan City of Bakersfield APN - 545-030-51 8802 Scobee Street Site Grading & Profiles C-101 20-016 DIRT QUANTITIES CUT 2100cy FILL 150 cy OVERX 1' BELOW FG@ AC SURFACE 2600 CY OVERX 2.5' BELOW FG @ BUILDING PADS 8700 CY (TOTAL 11.3K CY OVERX) ESTIMATE 15-20% LOSS = 1700CY-2200CY City Records No. 6.9-469 Call Before You Dig! 0' 20' 40' 80'40' GRAPHIC SCALE: 1"=40'-0" EX. SIDEWALK/ C&G TYP. EX. SIDEWALK/ C&G TYP. EX. SIDEWALK/ C&G TYP. NO PARKING SECTION 1 THIS PAGE SECTION 1 SCALE 1"=5' 503.36 FF TOC = TOP OF CONCRETE FG = FINISHED GRADE FF = FINISHED FLOOR EG = EXISTING GROUND FL = FLOW LINE HP = HIGH POINT EC = EDGE OF CONCRETE GB = GRADE BREAK LF = LINEAR FEET PROPOSED CONTOUR EXISTING CONTOUR CENTERLINE 4" SEWER LATERAL PROPOSED 100 100 33 LF 4" SEWER PIPE @ 1.0%92 LF 4" SEWER PIPE @ 1.0%109 LF 4" SEWER PIPE @ 1.0% 130 LF 4" SEWER PIPE @ 1.0%30 FL 4" SEWER PIPE @ 1.0% SAWCUT LINE EX = EXISTING ROW = RIGHT OF WAY PUE = PUBLIC UTILITY EASEMENT C/L = CENTERLINE EX. EASEMENT LINE RIGHT OF WAY EX. RAILROAD PEDESTRIAN EASEMENT 2 ADDRESS PW COMMENTS 11-02-2023 23-40000026 11/13/23 Existing GroundROW PL35.00' PARKING 379.50' STORAGE 12.00' 28.00' OFFICE 58.50' DRIVE 65.38' STORAGE Over-Excavation Over-Excavation 1.8%1.8% 0.3% 0.3% 2.3% .5' HARD SURFACE OVER .2' BASE 8'LIPPLROW30.00' STORAGE 56.61'100.00' STORAGE 60.00'75.00' STORAGE 17.81 0.3% Over-ExcavationOver-Excavation .5' HARD SURFACE OVER .2' BASE Existing Ground 10'EX. 10' P.U.E.PER PM 11119-PHASE 2Existing GroundExisting GroundExisting Ground Over-ExcavationOver-ExcavationOver-ExcavationOver-ExcavationOver-ExcavationOver-Excavation 1.5%-2.5 % VARIES 1.5%-2.5%VARIES1.5%-2.5% VARIES 1 .5%-2.5% VARIES 30.00'C/L YOUNG STOver-ExcavationOver-Excavation .5' HARD SURFACE OVER .2' BASE Existing GroundPL30.00' STORAGE 56.61'100.00' STORAGE 60.00'50.00' STORAGE ROW21.81 10' 1.5%-2.5% 6"VARIES 1.5%-2.5% VARIES Existing GroundExisting GroundExisting Ground 1.5%-2.5 % VARIES 1.5%-2.5% VARIES EX. 10' P.U.E.PER PM 11119-PHASE 230.00'C/L YOUNG STSCALE: CONCRETE STEMWALL AT EXTERIOR WALL N.T.S.1 24" #4 CONTINUOUS ADD'L AT BEND CONCRETE SLAB #4 BAR, @ 48" O.C. #4 CONTINUOUS BARS PER PLAN FINISH GRADE OR PAVING COORD W/ CIVIL STUD FRAMING PER PLANEXTERIOR SHEETING, PER PLAN #4 VERTICAL STRAIGHT BARS, 24" O.C., DRILL AND EPOXY USING SIMPSON SET-3G OR EQUIV., 6" EMBED OR C.I.P. W/ 8" EMBED (1) #4 CONTINUOUS AT TOP OF CURB 12" x 2 34" SIMPSON STRONG BOLT 2 COORD W/ FB DRAWINGS Revision/Issue Project Name and Address No. Date Sheet Title. Sheet No. Project No.Mailing Address:9530 Hageman RoadSuite B223P: 661-230-9034www.CapstonePE.comadministrator@CapstonePE.com1 COB COMMENTS 8-21-2023 RV Storage Grading Plan City of Bakersfield APN - 545-030-51 8802 Scobee Street Site Grading & Profiles C-102 20-016 City Records No. 6.9-469 SECTION A-102 HORIZONTAL SCALE: 1" = 20' VERTICAL EXAGGERATION: 1"=2' SECTION B-102 HORIZONTAL SCALE: 1" = 20' VERTICAL EXAGGERATION: 1"=2' SECTION C-102 HORIZONTAL SCALE: 1" = 20 VERTICAL EXAGGERATION: 1"=2' DETAIL 1 THIS SHEET 2 ADDRESS PW COMMENTS 11-02-2023 23-40000026 11/13/23 Revision/Issue Project Name and Address No. Date Sheet Title. Sheet No. Project No.Mailing Address:9530 Hageman RoadSuite B223P: 661-230-9034www.CapstonePE.comadministrator@CapstonePE.com1 COB COMMENTS 8-21-2023 RV Storage Grading Plan City of Bakersfield APN - 545-030-51 8802 Scobee Street Site Grading & Profiles C-103 20-016 City Records No. 6.9-469 STOP 1) SIGNAGE TYP. NTS 2) ACCESIBLE PARKING SIGN NTS 3) DIAGONAL STRIPING TYP. NTS 4) DIRECTIONAL ARROW NTS 5) ACCESSIBLE PARKING STRIPING NTS 6) ISA MARKING (CA) NTS 7) CONCRETE SIDEWALK NTS 8) TRAFFIC LIMIT LINE NTS 9) PARKING SPACE NTS 10) CURB RAMPS NTS 2 ADDRESS PW COMMENTS 11-02-2023 23-40000026 11/13/23 Revision/Issue Project Name and Address No. Date Sheet Title. Sheet No. Project No.Mailing Address:9530 Hageman RoadSuite B223P: 661-230-9034www.CapstonePE.comadministrator@CapstonePE.com1 COB COMMENTS 8-21-2023 RV Storage Grading Plan City of Bakersfield APN - 545-030-51 8802 Scobee Street Site Details C-104 20-016 City Records No. 6.9-469 11) TRUNCATED DOME NTS 13) NO PARKING LETTERING NTS 12) SIDEWALK TURNDOWN WITH INTEGRATED CURB NTS 2 ADDRESS PW COMMENTS 11-02-2023 23-40000026 11/13/23 30.00' 56.58' 100.00' 60.00' 75.00' 24.00' 24.00' 22' CL-FL 22' CL-FL s s s s s S=0.0025S=0.003528.89' 34.83' 30' R.O.W. 10' PUE 30' ROW10' PUE10' PUESCOBEE STREET C/L YOUNG STREETC/L2 ADDRESS PW COMMENTS 11-02-2023 EROSION CONTROL GENERAL NOTES 1. IN CASE OF EMERGENCY, CALL PAUL WADE @ 661-619-7007 2. A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NOVEMBER 1ST THROUGH APRIL 15. NECESSARY MATERIAL SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF EMERGENCY DEVISED WHEN RAIN IS IMMINENT. 3. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE GRADING INSPECTOR IF THE GRADING OPERATION HAS PROGRESSED TO THE POINT WHERE THEY ARE NO LONGER REQUIRED. 4. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. 5. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM AND BE DISPOSED OF PROPERLY. 6. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS 2 FEET. THE DEVICE SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS. 7. EXCEPT AS OTHERWISE APPROVED BY THE GRADING INSPECTOR, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY OR ON WEEKENDS WHEN THE 5-DAY RAIN POSSIBILITY FORECAST EXCEEDS 40%. 8. ALL LOOSE SOIL AND DEBRIS WHICH MAY CREATE A POTENTIAL HAZARD TO OFFSITE PROPERTY SHALL BE REMOVED FROM THE SITE AS DIRECTED BY THE GRADING INSPECTOR. 9. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE WITHIN THE SITE IS LEFT TO THE DISCRETION OF THE FIELD ENGINEER. 10. DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN NOVEMBER 1 AND APRIL 15 OF THE FOLLOWING YEAR WITHOUT APPROVAL OF THE GRADING INSPECTOR. 11. EROSION CONTROL DEVICES ARE TO BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES AND PLANS OF THESE CHANGES MUST BE SUBMITTED FOR APPROVAL AS REQUIRED. 12. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES OR WIND. 13. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. 14. FUELS, OILS, SOLVENTS AND TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. 15. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. 16. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 17. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE MUST BE STABILIZED SO AS TO INHIBIT SEMIDENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR HOSED DOWN. 1 2 3 8 11 13 10 12 14 15 4 BMP CONSTRUCTION NOTES (PER CALIFORNIA STORMWATER HANDBOOK FOR BMP FACT SHEETS) 1. VEHICLE AND EQUIPMENT CLEANING (NS-8) 2. VEHICLE AND EQUIPMENT FUELDING (NS-9) 3. VEHICLE AND EQUIPMENT MAINTENANCE (NS-10) 4. CONCRETE CURING (NS-12) 5. CONCRETE FINISHING (NS-13) 6. FIBER ROLLS (SC-5)[EC-103] OR SILT FENCE (SC-1)[EC-102] 7. SANDBAG BARRIER OR STRAW BALES (SE-8) 8. STABILIZED CONSTRUCTION ENTRANCE / EXIT (TC-1)[EC-102] w/ 3/4" GRAVEL 9. WIND EROSION CONTROL FOR DUST (WE-1) 10. MATERIAL DELIVERY AND STORAGE (WM-1) 11. SPILL PREVENTION AND CONTROL (WM-4) 12. SOLID WASTE MANAGEMENT (WM-5) 13. CONTAMINATED OIL MANAGEMENT (WM-7) 14. CONCRETE WASTE MANAGEMENT (WM-8)[EC-103] 15. STOCKPILE MANAGEMENT (WM-3) 7 City Records No. 6.9-469 Revision/Issue Project Name and Address No. Date Sheet Title. Sheet No. Project No.Mailing Address:9530 Hageman RoadSuite B223P: 661-230-9034www.CapstonePE.comadministrator@CapstonePE.com1 COB COMMENTS 8-21-2023 Shop Yard Grading Plan City of Bakersfield APN - 545-030-51 8802 Scobee Street Erosion Control Plan EC-101 20-016 8802 SCOBEE STREET EROSION CONTROL PLAN 9 9 6 6 6 6 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 9 9 7 23-40000026 11/13/23 Revision/Issue Project Name and Address No. Date Sheet Title. Sheet No. Project No.Mailing Address:9530 Hageman RoadSuite B223P: 661-230-9034www.CapstonePE.comadministrator@CapstonePE.com1 COB COMMENTS 8-21-2023 RV Storage Grading Plan City of Bakersfield APN - 545-030-51 8802 Scobee Street Erosion Control Details EC-102 20-016 City Records No. 6.9-469 2 ADDRESS PW COMMENTS 11-02-2023 23-40000026 11/13/23 City Records No. 6.9-469 Revision/Issue Project Name and Address No. Date Sheet Title. Sheet No. Project No.Mailing Address:9530 Hageman RoadSuite B223P: 661-230-9034www.CapstonePE.comadministrator@CapstonePE.com1 COB COMMENTS 8-21-2023 RV Storage Grading Plan City of Bakersfield APN - 545-030-51 8802 Scobee Street Erosion Control Details EC-103 20-016 23-40000026 11/13/23 City Records No. 6.9-469 Revision/Issue Project Name and Address No. Date Sheet Title. Sheet No. Project No.Mailing Address:9530 Hageman RoadSuite B223P: 661-230-9034www.CapstonePE.comadministrator@CapstonePE.com1 COB COMMENTS 8-21-2023 RV Storage Grading Plan City of Bakersfield APN - 545-030-51 8802 Scobee Street Erosion Control Details EC-103 20-016 2 ADDRESS PW COMMENTS 11-02-2023 23-40000026 11/13/23