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HomeMy WebLinkAbout6.9-306GRADING PLAN PARMAR URGENT CARE 6640 WIBLE ROAD - 71000 S.F. MEDICAL OFFICE BUILDING CITY OF BAKERSFIELD, STATE OF CALIFORNIA PCD# 18-0098 VICINITY MAP NO SCALE LEGAL DESCRIPTION: PARCEL 3 PER PARCEL MAP NO. 3509, BOOK 17, PAGE 108 IN THE OFFICE OF THE KERN COUNTY RECORDER. ALSO BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 25, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE AND MERIDIAN IN THE COUNTY OF KERN, STATE OF CALIFORNIA. 0:1 z F APN515-010-03 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMP HOLE AT THE NORTHWEST CORNER OF SECTION 25, TOWNSHIP 30 SOUTH, RANGE 27 EAST. ELEVATION = 359.53' (U.S.G.S. DATUM) BASIS OF BEARINGS: THE BEARING OF SOUTH 00"36'01" WEST ALONG THE CENTERLINE OF WIBLE ROAD BETWEEN TWO FOUND MONUMENTS AT THE INTERSECTIONS OF PANAMA LANE & BERKSHIRE ROAD. ENGINEER LANDMARK SURVEYING AND ENGINEERING 3101 N. SILLECT AVE, SUITE 103 BAKERSFIELD, CA 93300 PHONE: (661) 8594923 CONTACT: MICHAEL DAUSTER OWNER ASHOK M. PARMAR PCD# 1MO98 01 NW CORNER SECTION 25 I I APN: 515-010-29 PANAMA APN: 515-010-26 LANE ------------ SEE ------- SEE SHEETS C3, C5 & C6 1 i I o - -a--� -e- - - I II I I� III APN: 515-010-04 I II I ii INDEX MAP SCALE: 1"= 60' APN: 515-010-46 ---------------a I_ 01116114"511111 til 7bc GRADING PLAN as shown On 11-15 drewfng Is temby approved, sub ectto any indicated r:onectians M zddifions. Approval by the Public WrMs Depadmeniand Buildmg Dcpaamenl irdlicalss epprovalonlyas fc design eriterfa used and conformance to City Standards. Codes and Cr ;nances. Engineer for the aubdinder or developer shell be isspcn- asb radaccuracy afterco siinsnofthe grading, llsi4Mldaeenh9etl "zs-yradetl" plan alter completion of the grading. APPROV DBY� A 7 L� / e A 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 1200 CY FILL" 1180 CY NET 20 CY (CUT) SHRINKAGE 25% ON-SITE GRADING AREA: 42,356 S.F (0.97 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 C1 TITLE SHEET C2 GRADING NOTES & CROSS-SECTIONS C3 GRADING & DRAINAGE PLAN 04 DETAILS C5 UTILITY PLAN C6 EROSION, SEDIMENT & DUST CONTROL PLAN C7 EROSION, SEDIMENT & DUST CONTROL BMPS NOTE: IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A -NOTICE OF INTENT' (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRC13 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 HE 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 UTfLIRES 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 LANDMARK SURVEYING AND ENGINEERING DATED MARCH 20, 2018. NO UNDEVELOPED LANDS LOCATED BEYOND THE PROPOSED DEVELOPMENT FOOTPRINT MAY BE USED, ALTERED OR DRIVEN OVER NOTE: GRADING PLANS WILL NOT BE APPROVED UNTIL PEDESTRIAN EASEMENTS & RPW DEDICATION HAS BEEN RECORDED BY THE CITY OF BAKERSFIELD- SUBMITTED - `JOHN H. HULSON, SR. R.C.E. 38265 DATE X: o CITY RECORDS NO. W $QU Z $ W 9 ty W Z J Q �m m o= W W H H U _m 1L PROJECT LOCATION W `Z UJI _j V J CO U) 3:U QWW C � G LL Q in C6 CL o 0 O VICINITY MAP NO SCALE LEGAL DESCRIPTION: PARCEL 3 PER PARCEL MAP NO. 3509, BOOK 17, PAGE 108 IN THE OFFICE OF THE KERN COUNTY RECORDER. ALSO BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 25, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE AND MERIDIAN IN THE COUNTY OF KERN, STATE OF CALIFORNIA. 0:1 z F APN515-010-03 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMP HOLE AT THE NORTHWEST CORNER OF SECTION 25, TOWNSHIP 30 SOUTH, RANGE 27 EAST. ELEVATION = 359.53' (U.S.G.S. DATUM) BASIS OF BEARINGS: THE BEARING OF SOUTH 00"36'01" WEST ALONG THE CENTERLINE OF WIBLE ROAD BETWEEN TWO FOUND MONUMENTS AT THE INTERSECTIONS OF PANAMA LANE & BERKSHIRE ROAD. ENGINEER LANDMARK SURVEYING AND ENGINEERING 3101 N. SILLECT AVE, SUITE 103 BAKERSFIELD, CA 93300 PHONE: (661) 8594923 CONTACT: MICHAEL DAUSTER OWNER ASHOK M. PARMAR PCD# 1MO98 01 NW CORNER SECTION 25 I I APN: 515-010-29 PANAMA APN: 515-010-26 LANE ------------ SEE ------- SEE SHEETS C3, C5 & C6 1 i I o - -a--� -e- - - I II I I� III APN: 515-010-04 I II I ii INDEX MAP SCALE: 1"= 60' APN: 515-010-46 ---------------a I_ 01116114"511111 til 7bc GRADING PLAN as shown On 11-15 drewfng Is temby approved, sub ectto any indicated r:onectians M zddifions. Approval by the Public WrMs Depadmeniand Buildmg Dcpaamenl irdlicalss epprovalonlyas fc design eriterfa used and conformance to City Standards. Codes and Cr ;nances. Engineer for the aubdinder or developer shell be isspcn- asb radaccuracy afterco siinsnofthe grading, llsi4Mldaeenh9etl "zs-yradetl" plan alter completion of the grading. APPROV DBY� A 7 L� / e A 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 1200 CY FILL" 1180 CY NET 20 CY (CUT) SHRINKAGE 25% ON-SITE GRADING AREA: 42,356 S.F (0.97 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 C1 TITLE SHEET C2 GRADING NOTES & CROSS-SECTIONS C3 GRADING & DRAINAGE PLAN 04 DETAILS C5 UTILITY PLAN C6 EROSION, SEDIMENT & DUST CONTROL PLAN C7 EROSION, SEDIMENT & DUST CONTROL BMPS NOTE: IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A -NOTICE OF INTENT' (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRC13 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 HE 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 UTfLIRES 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 LANDMARK SURVEYING AND ENGINEERING DATED MARCH 20, 2018. NO UNDEVELOPED LANDS LOCATED BEYOND THE PROPOSED DEVELOPMENT FOOTPRINT MAY BE USED, ALTERED OR DRIVEN OVER NOTE: GRADING PLANS WILL NOT BE APPROVED UNTIL PEDESTRIAN EASEMENTS & RPW DEDICATION HAS BEEN RECORDED BY THE CITY OF BAKERSFIELD- SUBMITTED - `JOHN H. HULSON, SR. R.C.E. 38265 DATE X: o CITY RECORDS NO. Iww RCE 38265 W $QU Z $ W 9 ty W Z J Q �m m o= W W H H U _m Iww RCE 38265 W W _ r �S Iww RCE 38265 W W _ �m Iww RCE 38265 V W J Q UW o H U 0 1L LL W `Z UJI _j V J CO U) 3:U QWW C � G LL Q C6 CL o 0 O JOB No.: 1390.18 FILE: URGENTCARE DATE: 0 812 0/2 01 9 DRAWN BY: JRA LO CHECKED BY: JHH O SCALE: NO SCALE c) SHEET Q 0 C1 00 1 OF 7 SHEETS AN -R DWG]!1201911:03:10 (I IA U W OD U� "rad'_y 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 -1130 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. 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. 14. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION, 1-800-227.2600. 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 I 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. (1-800-612-2444). CITY OF BAKERSFIELD STANDARD GRADING NOTES 1. ALL GRADING SHALL CONFORM WITH APPENDIX J OF 2016 CALIFORNIA BUILDING CODE CODE AND STANDARDS PERTAINING THERETO, AND WITH THE PRELIMINARY SOILS REPORT PROVIDED BY KRAZAN & ASSOCIATES, INC., PROJECT NO. 022-18035, DATED MAY 22, 2018 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. ENGINEERIBUILDING 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, 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" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. 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 RECOMMENDATIONS 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, T1 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 I OR CLASS II EMBEDMENT MATERIAL SHALL BE CONSIDERED SUITABLE. 4. FOR CURVED PIPE, IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ABOVE THE SEWER MAIN FOR ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED OVER SEWER LATERALS EXTENDING FROM THE SEWER MAIN TO THE RIGHT-OF-WAY LINE. S. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE PER C.O.B. STD. 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). T 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. S. 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 WATERICEMENT RATIO OF 0.50. CEMENT SHALL BE 11. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AS ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24-HOUR MINIMUM NOTICE SHALL BE GIVEN TO THE CONSTRUCTION INSPECTION DEPARTMENT FOR TEST AND INSPECTION. 12. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360` IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY THE CITY'S 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 4491203 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 INSPECTION/METER SET FEES. 3. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STD. DWG. W-1 AND S39, 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. 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. 7. 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. 8. ANY EXISTING OR PROPOSED TREE SHALL BE REQUIRED A MINIMUM FIVE FOOT (5') HORIZONTAL CLEARANCE FROM ANY WATER MAIN LINE. 9. INSTALL WHARF HYDRANTS AT PHASE BOUNDARIES IF SUBSEQUENT PHASES ARE NOT CONSTRUCTED. UPON EXTENSION OF WATER LINE WHARF HYDRANT SHALL BE REMOVED & RELOCATED TO THE NEXT BOUNDARY. 10. CONTRACTOR TO INSTALL METER BOXES. CITY INSTALLS METERS. 11. ALL EXISTING WATER VALVES SHALL BE OPERATED SOLEY BY AUTHORIZED CITY WATER DEPARTMENT PERSONNEL OR ITS REPRESENTATIVE AGENTS. CITY OF BAKERSFIELD WATER RESOURCES FIRE WATER NOTES 12, FIRE WATER SERVICES SHALL COFORM TO N.F.P. CHAPTER 13 SPECIFICATIONS AND SHALL BE INSPECTED BY CITY OF BAKERSFIELD WATER RESOURSES DEPARTMENT INCLUDING ALL PIPING, KICKERS, CONNECTIONS FROM THE CITY WATER MAIN TO THE BUILDING. INCLUDING THE RISER. 13. ALL ANGEL POINTS WILL HAVE CONCRETE KICKERS AS PER CITY WATER STANDARDS. 14. F.D.C. WILL BE A MAXIMUM DISTANCE OF 9 FT. FROM FLOWLINE OF CURB & GUTTER AND 150 FT. MAXIMUM DISTANCE FROM A PUBLIC FIRE HYDRANT. 15. FIRE SERVCE SHALL NOT PASS THROUGH ANY FOOTINGS. 16. ANY FLOOR OR WALL PENETRATONS SHALL BE SLEEVED AND INCLUDE A FLEXIBLE MATERIAL WITHIN THE ANNULAR SPACE. 17. RISER INTO BULDING SHALL BE A STAINLESS STEEL ONE PIECE UNIT WITHIN THE BUILDING FOOTPRINT AND SHALL MAINTAIN A ONE FT. CLEARANCE MINIMUM FROM ALL WALLS. RISER SHALL TERMINATE 18" ABOVE FINISH FLOOR ELEVATION. 18. FIRE SERVICE SHALL BE SHOWN TO PASS A 200 PSI TEST DOCUMENTED BY CITY OF BAKERSFIELD WATER RESOURCES. 19. A CIVIL ENGINEERED SET OF PLANS SHALL BE SUBMITTED TO CITY OF BAKERSFIELD WATER RESOURCES FOR REVIEW AND SIGNATURE, CLEARLY REFLECTING THE ABOVE CRITERIA. PLANS SHALL BE SUBMITTED TO CITY OF BAKERSFIELD WATER RESOURCES WITH PRIOR FIRE DEPARTMENT APPROVAL CLEARLY INDICATED. CITY OF BAKERSFIELD STORM DRAIN NOTES 1. UNLESS OTHERWISE SHOWN ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A REINFORCED CONCRETE PIPE: REINFORCED CONCRETE PIPE SHALL BE CLASS 111 (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICITIONS. (SEE GENERAL NOTE 2) B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. CITY OF BAKERSFIELD TRENCHING NOTES 1, TRENCHING SHALL MEET THE REQUIREMENTS OF CAL�OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT-OF-WAY SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND/OR PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. S. FLOODING AND WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS1%. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED TESTS WILL BE BACK CHARGED TO THE CONTRACTOR. EXISTING PROPOSED BUILDING F.F. ELEV. = 359.70 DRAINAGE SECTION LOOKING EAST C3 SCALE: N.T.S. 3 SECTION LOOKING WEST C3 SCALE: N.T.S. F yl 5• PROPOSED F RAN DEDICATION 4' i 214 13't � I 1390.18 18 4.20% MAX 0 1 11 DRAWN BY: Z oG o SCALE: W EXISTING PAVEMENT 4 ®® ¢ SECTION LOOKING NORTH wm C3 SCALE: N.T.S. 44' PROPOSED BUILDING F.F. ELEV. = W I PROPOSED TEMPORARY 13" DEEP DRAINAGE BASIN 5 SECTION LOOKING EAST C3 SCALE: N.T.S. 109' PROPOSEDTEMPORARYIB" DEEP DRAINAGE BASIN 6 SECTION LOOKING NORTH C3 SCALE: N.T.S. 2 SECTION LOOKING SOUTH C3 SCALE: N.T.S. SECTION NOTES ( THIS SHEET ONLY ) O7 CONSTRUCT 6" CONCRETE CURB PER DETAIL SHEET CS O2 CONSTRUCT ('CONCRETE CURB AND GUTTER PER DETAIL SHEET CS ® CONSTRUCT 4' WIDE CONCRETE V.GUTTER PER DETAIL SHEET C5 4 CONSTRUCT 5.5' WIDE SIDEWALK PER PLANNING RESOLUTION 47-18, O ST -5 0 5 CONSTRUCT 4CL3 CONCRETE OVER 12" NATURAL GROUND COMPACTED TO 95%MAXDENSTTY ©CONSTRUCT 2.5"(021') AC OVER 4'(0.331 CL -2 AGO BASE OVER IT NATURAL GROUND COMPACTED TO 95% MAX DENSITY. T.I. = 4.5, R = 59 OCONSTRUCT 5.0' (0.42') AC OVER B.0" (0.677 CL -2 AGE BASE OVER 2.5' NATURAL GROUND COMPACTED TO 95% MAX DENSITY. T.I. =4.Q R = 59 CITY RECORDS NO. XLL DPRWECTSA39B.18 PAUL DHANENS-WIBLE READ URGENT CARE1OWORWIBLE ROAD URGENTCAR wl 0 1390.18 18 mid 08/20/2019 DRAWN BY: Z oG o SCALE: W s w2 4 ®® 2 wm J W Q Lu U ❑ m zmN� Q W C.>'" w acxZ a W LL 0_ W W®U W m Q 06 U W � nw H wl 0 JOB No.: 1390.18 VU) DATE: 08/20/2019 DRAWN BY: Z Z JHH SCALE: NO SCALE W ®® J U Q Lu U ❑ m I Q W cn W LL 0_ (N� W®U W m Q 06 U W w IZT co 0 C G� (O Z LL Z ^Q LL h (7 JOB No.: 1390.18 FILE: URGENT CARE DATE: 08/20/2019 DRAWN BY: JRA CHECKED BY: JHH SCALE: NO SCALE C2 2 OF 7 SHEETS -REWOD V1=1911.03:107;; It laJj i I I N I I I � Iy III p 3 3 1 r , I I I I I �I I I I I e' EX. CATCH BASIN TO- PROTECTINPLACE i I EXISTING WIN NTE STREET IMPROVEMENTS �PEyIR SEPARATE PLANS ( I pro I I u 4 � C2 O i + 2 SAWCUYem", PROVIDE I . SMOOTH TRANSITION I Ii J113.ei6 N PROPOSED RAV 8 I I N p I O3 I I I 5'ADDITIONAL RAPPER 2 DOCUMENT#219090514 c" I 5' VOLUME PROVIDED 0.12 ACRE FEET DEMO EXITING FENCING I 5 - " I' VI g `..- ° m 4 + T Q y PROPOIiED MEDICAL OFRCE iD I 6 ' I BUILDING W 7.WOS.F.BUILDING F.F. ELEV. = 359.70 w F.P. ELEV.OVER2" S ) M1� ^ ,g'�FE SOILS NEPOOVER-E%LX d' „syI O VATIONPARAIi(1NAND+.yh° PARCEL 2 j I I I I I I PARCEL MAP NO. 7470 © STANDARD PLATE ST -3 I rte° �° I III I I N p I O3 I I I 5'ADDITIONAL RAPPER 2 DOCUMENT#219090514 c" I 5' VOLUME PROVIDED 0.12 ACRE FEET DEMO EXITING FENCING I PER SEPARATEPLAN 0 CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD DETAIL A88A VI g CASE'C" WITH TRUNCATED DOME DETECTABLE WARNING SURFACE FULL LENGTH OF RAMP ©CONSTRUCT i Ii jf II � m3 i I a I O I I PARCEL 2 j I I I I I I PARCEL MAP NO. 7470 © _ � 4 ADDITIONAL NOTES 1. ALL WORK WITHIN STREET RIGHT OF WAY SHALL BE DONE UNDER SEPARATE ENCROACHMENT PERMIT FROM THE CITY OF BAKERSFIELD. 2. SEE SOILS REPORT FOR OVER -EX AND PAD PREPARATION 3. VERIFY CONCRETE SLAB THICKNESS PRIOR TO GRADING TO VERIFY FINISHED PAD GRADE. 4. 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. PARCEL 2 PARCEL MAP N0. 7470 PAVING/CONCRETE TABLE ( THIS SHEET ONLY) BK 32, PO 67, O.R. CONSTRUCT 4' CL -3 CONCRETE OVER 12" NATURAL GROUND COMPACTED TO 95% MAX DENSITY CONSTRUCT 2.5" (0.21') AC OVER 4" (0.33') CL -2 AGG BASE OVER O 92" NATURAL GROUND COMPACTED TO 95% MAX DENSITY. T.I.=4.5, R=59 CONSTRUCT 5.0" (0.42') AC OVER 8.0' (0.6T) CL -2 AGG BASE OVER 2.5' NATURAL GROUND COMPACTED TO 95% MAX DENSITY. T.I.=4.5, R=59 0 CONSTRUCTION NOTES ( THIS SHEET ONLY) 10 CONSTRUCT 6" CONCRETE CURB PER DETAIL SHEET C5 O CONSTRUCT 6' CONCRETE CURB AND GUTTER PER DETAIL SHEET C5 O3 CONSTRUCT 4' WIDE CONCRETE V -GUTTER PER DETAIL SHEET CS vC CONSTRUCT CONCRETE TRASH ENCLOSURE PER CITY STANDARD ST -29 ®CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD DETAIL A88A VOLUME PROVIDED 0.12 ACRE FEET CASE "A" WITH TRUNCATED DOME DETECTABLE WARNING SURFACE W FULL LENGTH OF RAMP ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD DETAIL A88A VI g CASE'C" WITH TRUNCATED DOME DETECTABLE WARNING SURFACE FULL LENGTH OF RAMP ©CONSTRUCT HANDICAP STRIPING AND SIGNAGE PER ARCHITECTURAL m3 DRAWINGS AND DETAILS AND PER TITLE 24 REQUIREMENTS AS SHOWN a ON SHEET C5 DETAILS HI THROUGH H7. O I CONSTRUCT LIGHT STANDARD PER ELECTRICAL PLANS PARCEL 2 CONSTRUCT TYPE "A" COMMERCIAL DRIVEWAY APPROACH PER CITY PARCEL MAP NO. 7470 © STANDARD PLATE ST -3 BK. 32, PC 67, O.R. OCONSTRUCT 5.5' WIDE SIDEWALK PER PLANNING RESOLUTION 47-18, INV =INVERT OF PIPE ST -5 1 10 LANDSCAPING BY SEPARATE PLAN 11 INSTALL STANDARD STREET LIGHT PER SEPARATE PLAN W_ W TC =TOP OF CONCRETE W c �_ �..— °d �.� °o `• '_ °p. °p °CI-'—'pCf —`-�� �,� o O o 0 0 0 o_—p_. _—p_—_ ° _ _ _p _.. ° -p p � I }V 9 Z 2.W% +\�`t> , �L `\ °j 2oax- s^ 'y ry^ "`�� -1 I N `'�� ��^ +� I w I +� s\I�. A L J-L_� 5 I J I � ry e7 yqy j 8% 250 y�. $ o I. h N P 2 OR 6' NOMINAL RIP RAP w V dl W D2 OR APPROVED EQUAL WITHIN ,'A 01 ,Y5 I -------- S -- IVOFOUTLEr + "o -fl" +Aa'" Imo' ohl o " 7`SN$T 3 c7 $g ' -' - " a Rw 2D 9 W 2D r+ s' vC UqY o 4g _ es VOLUME PROVIDED 0.12 ACRE FEET y W wo LI.J VI g SHEET Y W EXISTING UNDERGROUND TELEPHONE LINE m3 = PROPOSED ASPHALT PAVING a � � r o, ca —e INV =INVERT OF PIPE i INCH = 20 FEET QZ _ zLL J W_ W TC =TOP OF CONCRETE W W J } TOG = TOP OF GRATE OL 2 /"'� DATE: 08120/2019 EXISTING =PROPOSED LANDSCAPING c �_ �..— °d �.� °o `• '_ °p. °p °CI-'—'pCf —`-�� �,� o O o 0 0 0 o_—p_. _—p_—_ ° _ _ _p _.. ° -p p � I }V 9 Z 2.W% +\�`t> , �L `\ °j 2oax- s^ 'y ry^ "`�� -1 I N `'�� ��^ +� I w I +� s\I�. A L J-L_� 5 I J I � ry e7 yqy j 8% 250 y�. $ o I. h N P 2 OR 6' NOMINAL RIP RAP w V dl W D2 OR APPROVED EQUAL WITHIN ,'A 01 ,Y5 I -------- S -- IVOFOUTLEr + "o -fl" +Aa'" Imo' ohl o " 7`SN$T 3 � 18 IT ' -' - " c� �" ^° TEMP 18-DEEPORAINAGESASIN 2D 9 W 2D r+ s' SCALE: 1"=20'1.. VOLUME REQUIRED =010ACREFFET _ es 77 ft �— °� +,� - 2 z ° 20%%. 2 '44 �8 °` `1 .;F 8� - -------- 'z I I l I of QpOFE35LQ 6n° �tcD �A.HULSp q<F, + ?m z RCE y zq AQTeOF I II � I -Z� EXTEND CONCRETE TO +' +'�� 4oe O d `BOTTOM OF BASIN PROPOSED EDGE OF " PARCEL 3 EXTEND CONCRETE TO C v In ,5y°+ PAVEMENT, PLACE 27x4' PARCEL MAP NO. 3509 BOTTOM OF BASIN ICI PEOE1i RfAN EASEMENT REDWOOD HEADER BK. 17, PG. 1@0. O.R. `<� ^ o PER DOC #219102862 le +,° 0 INSTALL 6" NOMINAL RIP RAP I� + rt '�' I ❑ ORAPPMO� EQUAL WITHIN o^a ao uy +� - Y� -F ," +--pEXIS77NG SFR I ,�1 °� o :) J ITS BE ))AVID)V ,5$' ap' .�' ' r 1 m 18'DEEP DRAINAGE BASIN /, �o 'P V ❑ `�, /�/1F'11 VOLUME REQUIRED-0.03ACEEET � � 5y + � . VOLUME PROVIDED = 0.04 ACRE FEET o JL O TOP OFSASINELEV 357.96 LL BOTTOM OF BASIN ELEV =3N.46 ��� /' I LL LL Lij Z 'e + / w O * DEMO EXITING BUILDING RA'� ny + - - /q/ m ❑ PERSEPATEPLAN +,yy� + S4'J1' °T:' A�^� SII I L.I� _DRAINAGEEASEMENT \ - + ' + +{- o 2 W PER DOC # 219102852 j I I n/ LI_ c) ❑ a01 It +� � / / I I Q (O LU Z_ LEGEND 14 0 °-_,-.��IoA o O O — — — — — — — — — — — — — GRADE BREAK II PARCEL 2 II — — —CENTERLINE PARCEL MAP N0, 3509 II PROPERTY LINE 8K. 17, PG. 108, OR,I — — RIGHT OF WAY I --gg EXISTING SANITARY SEWER LINE & SIZE (IF KNOWN) I ' JOB No.: 1390.98 —WB--- EXISTING WATER LINE E, SIZE (IF KNOWN) FILE: URGENT CARE mss\ ENATION I —6.6 -PROPOSED GRADE EL (I z —D8-- --EXISTING DRAIN LINE &SIZE (IF KNOWN) LID -' 2'0Y° w a DRAWN BY: JRA - =PROPOSED GRADIENT __- — EXISTING DRY UTILITY JOINT TRENCH a —JT-- FT 1 EXISTING OVERHEAD ELECTRICAL LINE ' -' - " CONCRETE PAVING ^° TEMP 18-DEEPORAINAGESASIN 2D 9 W 2D r+ s' SCALE: 1"=20'1.. VOLUME REQUIRED =010ACREFFET _ FL - FLOWLINE VOLUME PROVIDED 0.12 ACRE FEET y Tq TOP OF BASIN ELEV =357.80 I BOTTOM OF BASIN ELEV = 356.30 SHEET PI' ^ EXISTING UNDERGROUND TELEPHONE LINE g ^Y = PROPOSED ASPHALT PAVING FP =FINISHED PAD 1� 'z I I l I of QpOFE35LQ 6n° �tcD �A.HULSp q<F, + ?m z RCE y zq AQTeOF I II � I -Z� EXTEND CONCRETE TO +' +'�� 4oe O d `BOTTOM OF BASIN PROPOSED EDGE OF " PARCEL 3 EXTEND CONCRETE TO C v In ,5y°+ PAVEMENT, PLACE 27x4' PARCEL MAP NO. 3509 BOTTOM OF BASIN ICI PEOE1i RfAN EASEMENT REDWOOD HEADER BK. 17, PG. 1@0. O.R. `<� ^ o PER DOC #219102862 le +,° 0 INSTALL 6" NOMINAL RIP RAP I� + rt '�' I ❑ ORAPPMO� EQUAL WITHIN o^a ao uy +� - Y� -F ," +--pEXIS77NG SFR I ,�1 °� o :) J ITS BE ))AVID)V ,5$' ap' .�' ' r 1 m 18'DEEP DRAINAGE BASIN /, �o 'P V ❑ `�, /�/1F'11 VOLUME REQUIRED-0.03ACEEET � � 5y + � . VOLUME PROVIDED = 0.04 ACRE FEET o JL O TOP OFSASINELEV 357.96 LL BOTTOM OF BASIN ELEV =3N.46 ��� /' I LL LL Lij Z 'e + / w O * DEMO EXITING BUILDING RA'� ny + - - /q/ m ❑ PERSEPATEPLAN +,yy� + S4'J1' °T:' A�^� SII I L.I� _DRAINAGEEASEMENT \ - + ' + +{- o 2 W PER DOC # 219102852 j I I n/ LI_ c) ❑ a01 It +� � / / I I Q (O LU Z_ LEGEND 14 0 °-_,-.��IoA o O O — — — — — — — — — — — — — GRADE BREAK II PARCEL 2 II — — —CENTERLINE PARCEL MAP N0, 3509 II PROPERTY LINE 8K. 17, PG. 108, OR,I — — RIGHT OF WAY I --gg EXISTING SANITARY SEWER LINE & SIZE (IF KNOWN) I ' JOB No.: 1390.98 —WB--- EXISTING WATER LINE E, SIZE (IF KNOWN) FILE: URGENT CARE mss\ ENATION I —6.6 -PROPOSED GRADE EL (I z —D8-- --EXISTING DRAIN LINE &SIZE (IF KNOWN) LID -' 2'0Y° w a DRAWN BY: JRA - =PROPOSED GRADIENT __- — EXISTING DRY UTILITY JOINT TRENCH a —JT-- FT 1 EXISTING OVERHEAD ELECTRICAL LINE ' -' - " CONCRETE PAVING FS = FINISHED SURFACE 2D 9 W 2D r+ s' SCALE: 1"=20'1.. =PROPOSED FL - FLOWLINE I y FF =FINISHED FLOOR CHECKED 8V: JHH00 I I a m SHEET T EXISTING UNDERGROUND TELEPHONE LINE = PROPOSED ASPHALT PAVING FP =FINISHED PAD INV =INVERT OF PIPE i INCH = 20 FEET - --- — G EXISTING UNDERGROUND GAS LINE o TC =TOP OF CONCRETE UNDERGROUND FIBER OPTIC LINE TOG = TOP OF GRATE I /"'� DATE: 08120/2019 IN EXISTING OVERHEAD ELECTRICAL LINE ' -' - " CONCRETE PAVING FS = FINISHED SURFACE 2D 9 W 2D r+ s' SCALE: 1"=20'1.. =PROPOSED FL - FLOWLINE I y FF =FINISHED FLOOR CHECKED 8V: JHH00 OE EXISTING OVERHEAD ELECTRICAL LINE ' -' - " CONCRETE PAVING FS = FINISHED SURFACE 2D 9 W 2D r+ s' SCALE: 1"=20'1.. FF =FINISHED FLOOR I I a m SHEET T EXISTING UNDERGROUND TELEPHONE LINE = PROPOSED ASPHALT PAVING FP =FINISHED PAD INV =INVERT OF PIPE i INCH = 20 FEET - --- — G EXISTING UNDERGROUND GAS LINE TC =TOP OF CONCRETE UNDERGROUND FIBER OPTIC LINE TOG = TOP OF GRATE I I /"'� —FO--- EXISTING =PROPOSED LANDSCAPING TP = TOP OF PAVEMENT I V � GB = GRADE BREAK r ,� LF I / a� DETAIL DESIGNATION DETAIL REFERENCE - DETAIL DESIGNATION (TOP), `soo -EXISTING SPOT ELEVATION �C3 / SHEET NUMBER SHEET No. (BOTTOM) 'oo CITY RECORDS NO. I 3 OF 7 SHEETS XLL DPROJECT511390.18 PAUL DHANENB- WIBLE ROAD URGENT CARErDWGWIBLE ROAD URGENT CARS -GRADING PLAN- REV2.DWG 2111201911:03:10M Gutter not shown 15 � c ax I 1.5X Max Max is SIDEWALK x Max 2. 4.9X MAX :URB c 3 � FRONT the sidewalk may be depressed longitudinally as in Case B, or C or may be widened as in Cose D. EDGE OF OR 12" COMPACTED NATIVE LK 3, s ` configuration must be similar to that shown for Detail B. CROSS SLOPE AT 4. < Z SEE NOTE 9 side of the Case G ramp shall be constructed in reversed position, uMi If located on a curve, the sides of the rasp need not be parollel, 40F7SHEETS but the minimum width of the ramp shall be 4'-7'. DTE 9 6. Side slope of ramp flares ary uniformly from a maximum of 9.0% at O curb to conform with longitudinal sidewalk slope adjacent to top of N $� FRONT —9 Transitions from ramps and lording to walks, gutters or streets shall be flush (no lip) and free of abrupt changes. EDGE OF FRONT EDGE C SEE 'OTE F adjacent to and within 24 inches of the num ramp shall act be SIDEWALK OF SIDEWALK co¢F C' LK ~ depth far each 2'-�" of width. 9. \CURS ILLI AT CURB S aOO°° C9 co �C A 4' 2° O CASE A O_ SIDEWALK x as E N c SEE NOTE 9 N a FRONT EDGE OFKSIDEWA SID CASE D C RETAINING CURB IF NECESSARY AT EDGE OF SIDEWALK , 7.5X,'""°'"""' 17.5X1 SIDEWALK ax " � c ax I 1.5X Max JEWALK is Z 7O5% Max 2. 4.9X MAX :URB c 3 � FRONT the sidewalk may be depressed longitudinally as in Case B, or C or may be widened as in Cose D. EDGE OF OR 12" COMPACTED NATIVE LK 3, Men ramp Is located in center of curb return, crosswalk NOTE: configuration must be similar to that shown for Detail B. CROSS SLOPE AT 4. As site conditions dictate, the retaining curb side and the flared Z A CURB RAMP. side of the Case G ramp shall be constructed in reversed position, 5. If located on a curve, the sides of the rasp need not be parollel, 40F7SHEETS but the minimum width of the ramp shall be 4'-7'. DTE 9 6. Side slope of ramp flares ary uniformly from a maximum of 9.0% at O curb to conform with longitudinal sidewalk slope adjacent to top of N $� FRONT —9 Transitions from ramps and lording to walks, gutters or streets shall be flush (no lip) and free of abrupt changes. EDGE OF FRONT EDGE C SEE 'OTE Counter slopes of adjoining gutters and road surfaces Immediately adjacent to and within 24 inches of the num ramp shall act be SIDEWALK OF SIDEWALK co¢F C' steeper than 1:20 50X7. Gutter pan slope shell net azcced 1" of ~ depth far each 2'-�" of width. 0.45' Min AND 0.47" Mo. TOP Did 0.9" Min AND .92" Max o BASE Dia a Z SIDEWALK O csN 0 RAISED TRUNCATED DOME NOTES DETAIL A TYPICAL TWO—RAMP CORNER INSTALLATION See Note 1 CASE E WHERE A FLARED SIDE OCCURS PROVIDE 2'-0" Min OF CURB - SIDEWALK ERE A FLARED E OCCURS DVIDE 2'-0" OF CURB DETAIL 8 TYPICAL ONE—RAMP CORNER INSTALLATION See Notes 1 and 3 CallMIRE CBC 1119 705112 O FOR DOME ,4'ACMC/PA FRAM FOR O O O O O O P Aon NOTES TD 1. HOMES ARE TO MEET ALL A.D.A. 09" REQUIREATENTS BABE—& -A I— Z NO IXUE DOW OWES ARE 70 BE USfO. J. SEE ARCHITECTURAL PLANS FOR TIPS AND COLOR OF TRUNCATED DOMES RAISED TRUNCATED DOME PATTERN /N -LINE) DETECTABLE WARNING SURFACE 111 TRUNCATED DOMES C5 N.T.S. TAPER CURB FROM/ j 6' CURB 6' TO RUSH I 1. A. R. CondIDOa9 dictate, Case A through Case G Wra ramps may be used for tamer installations similar to Ehase shown in Detail A nal V Detail D. The case of curb ramps used in Detail A do not have to JEWALK be the same. Case A through we G curb ramps also may be used at Z 4.9X MAX "� Max 2. 4.9X MAX :URB c 3 � FRONT the sidewalk may be depressed longitudinally as in Case B, or C or may be widened as in Cose D. EDGE OF OR 12" COMPACTED NATIVE LK 3, Men ramp Is located in center of curb return, crosswalk 1. A. R. CondIDOa9 dictate, Case A through Case G Wra ramps may be used for tamer installations similar to Ehase shown in Detail A nal V Detail D. The case of curb ramps used in Detail A do not have to JEWALK be the same. Case A through we G curb ramps also may be used at Z had block locations, as site comfit, ... dictate. Max 2. If distance from curb to back of sidewalk is too short to :URB accommodate rams and 4'-2' platform (landing) as shown In Cos. A, FRONT the sidewalk may be depressed longitudinally as in Case B, or C or may be widened as in Cose D. EDGE OF OR 12" COMPACTED NATIVE LK 3, Men ramp Is located in center of curb return, crosswalk NOTE: configuration must be similar to that shown for Detail B. CROSS SLOPE AT 4. As site conditions dictate, the retaining curb side and the flared Z A CURB RAMP. side of the Case G ramp shall be constructed in reversed position, 5. If located on a curve, the sides of the rasp need not be parollel, 40F7SHEETS but the minimum width of the ramp shall be 4'-7'. DTE 9 6. Side slope of ramp flares ary uniformly from a maximum of 9.0% at O curb to conform with longitudinal sidewalk slope adjacent to top of COMPACTED SUBGRADE the ramp, except n Co. C and Case F. 7. Transitions from ramps and lording to walks, gutters or streets shall be flush (no lip) and free of abrupt changes. S. Counter slopes of adjoining gutters and road surfaces Immediately adjacent to and within 24 inches of the num ramp shall act be m steeper than 1:20 50X7. Gutter pan slope shell net azcced 1" of ~ depth far each 2'-�" of width. 9. Curb ramps shall have a delectable waming surface that extends SECTION A -A UTTER RETAINING CURB FLOVNNE IF NECESSARY TOP OF RAMP 4'_2" Min ROUNDED I`—� 7.5% Mex 1.5% Max ua EE NOTE B v o SECTION B -B d_ Depress entire sidewalk as required s RETAINING CURB GUTTER IF NECESSARY y BOWL NE 0 Maz SEE NOTE B SECTION C -C LIMIT OF PAY ROUNDED f' 4 °Y Mn _T SEE NOTE 8 RETROFIT PAY LIMITS Existing curt antl sidewalk FULL HEIGHT "aR9 FULL HEIGHT CURB Jim CURD C3 TRANSITION FROM BLL HEIGHT CURB 70 LEU FLUSH CURB I. TAN9770Ws 70 010 dlrm a7 stiaz Sr ATI. BE FLU91 AND FREE a' ABRUPT 0411 ACCESSIBLE DROP-DOWN CURB RAMP C5 N.T.S. the full width and 3'-0" depth of the romp. A 4'-0" wide detectable warning surface may be used oa a 4'-2" wide curb ramp. Detectable Warning Surfaces shall conform to the requirements in the Standard Specifications. 10. Sidewalk and romp thickness, "T', shell be 3Tl minimum. 11. Utility pall boxes, manholes, vaults and all other ut6ltyy facilities within the boundaries of the curb ramp will be relocated or adjusted to grade by the owner prior to, or in conynetim with, curb ramp construction. 12. Detectable warning surface Toy have to be cut to allow removal of utility covers while maintaining full detectable warning width and depth. 2.3'MIn AND Max CENTER TO CENTER SPACING RAISED TRUNCATED DOME PATTERN (IN-LINE) DETECTABLE WARNING SURFACE See Note 9 STATE OF CAUFORNIA DEPARTMENT OF TRANSPORTATION CURB RAMP DETAILS NO SCALE RSP A88A DATED JULY 3, 2015 SUPERSEDES RSP ARBA DATED MARCH 21. 2014 AND RSP AMA DATED JULY 19, 2013 AND STANDARD PLAN ARBA DATED MAY 20, 2011 - PAGE 121 OF THE STANDARD PLANS BOOK DATED 2010. PF\/ICFh CTANIF)APF) PI ANI RCP ARRA ,,, /_- NnIVARG'At ACCESS&ITY SYMBOL, ' 8' W10E FOR VAN-ACCESSIBLEHER 91 10 SHEET 0 PARKING STALL. I ' — 12" 9 ACCESSIBLE PARKMG SIN. C3 ADD VAN ACCLSSINE" SICK ON VAN-ACCE55BLE STALL. PER DEEM 10 SHAT CJ ACCESSIBLE PARKING STALL C5 N.T.S. BLUE PAINTED RACKGRDUND COLOR 15090 PER IS 595A. NNTTF PAINTED SYMBOL EXPANSION JOINT NOTE: AT SIDEWALKS. CLASS '3' CONCRETE (5 1/2 SACK) EXPANSION JOINTS 0 30' CONCRETE WALK, 6` .{ WEAKENED PLANE JOINTS 0 15' WHERE OCCURS. PLACE ON COMPACTED SLBGRADE c " \ I 1 -A -C. OR CONCRETE PAVEMENT e 9: CL. 2 AGG. BASE OR 12" COMPACTED NATIVE 1 6" CONCRETE CURB CS N.T.S. CONFORM TO DIMENSION5 IN CLLC 5EC1701V 11298.4 H3 INTERNATIONAL ACCESSIBILITY SYMBOL 05 N.T.S. RERECRARIhD PORMALN ON 18 GAUGE STEE, E BACKGROUND SNA RONAL ACCESSMITY i01 NJ WHITE MA7MUM FINE i23D ✓AN VAN SPACE ONLY ACCESS&£ Il_ 2' GALVANIZED o STEEL POST � r--FIMSN CY7ADE ( I_4'� ACCESSIBLE PARKING SPACE SIGN C5 N.T.S. 0 s R=V7 A.C. OR CONCRETE PAVEMENT NOTE: CLASS '3' CONCRETE (5 1/2 SACK) EXPANSION JOINTS 0 40' WEAKENED PLANE JOINTS 0 20' PLACE ON COMPACTED SUBGRADE r3_'� 4' WIDE V -GUTTER C5 N.T.S. REFL£CTORZED PORCELAIN SIGN WITH I" HIGH WHITE TEXT AS SHOWN, BLUE BACKGROUND COLOR 15090 PER FE 595A. CONTRACTOR TO VERIFY WITH OWNER ALL INFORMATION SHOWN ON SIGN INCLUDING ADDRESS AND PHONE PRIOR 70 PRINRNG ALL PRINRNG TO BE PERMANENRY AFFIXED. L VANIZED POST WKIRTA ACCESSIBLE PARKING LOT ENTRANCE SIGN C5 N.T.S. CITY RECORDS NO. X.VAND PROJECT8t1390.18 PAUL DHANENS - WISLE ROAD URGENT CAREDWGIWIDLE ROAD URGENT CARE -GRAI 1 V EIC kdy tt Z — w CHECKED BY: JHH CL. 2 AGG. BASE LL C.0 —� OR 12" COMPACTED NATIVE 5% (1- DEPRESSION) MAX NOTE: GUTTER CROSS SLOPE AT CLASS '3' CONCRETE (5 1/2 SACK) A CURB RAMP. EXPANSION JOINTS 0 30' r 40F7SHEETS WEAKENED PLANE JOINTS 0 15' Z O PLACE ON COMPACTED SUBGRADE LLJ 6" CURB & GUTTER U_U) CS N.T.S. O NOTE: CLASS '3' CONCRETE (5 1/2 SACK) EXPANSION JOINTS 0 40' WEAKENED PLANE JOINTS 0 20' PLACE ON COMPACTED SUBGRADE r3_'� 4' WIDE V -GUTTER C5 N.T.S. REFL£CTORZED PORCELAIN SIGN WITH I" HIGH WHITE TEXT AS SHOWN, BLUE BACKGROUND COLOR 15090 PER FE 595A. CONTRACTOR TO VERIFY WITH OWNER ALL INFORMATION SHOWN ON SIGN INCLUDING ADDRESS AND PHONE PRIOR 70 PRINRNG ALL PRINRNG TO BE PERMANENRY AFFIXED. L VANIZED POST WKIRTA ACCESSIBLE PARKING LOT ENTRANCE SIGN C5 N.T.S. CITY RECORDS NO. X.VAND PROJECT8t1390.18 PAUL DHANENS - WISLE ROAD URGENT CAREDWGIWIDLE ROAD URGENT CARE -GRAI O Q Q F a U W 0 0 O N W Of 1 V EIC kdy tt Z W w CHECKED BY: JHH O LL C.0 —� O Q Q F a U W 0 0 O N W Of V DATE: 08/20/2019 W LL Z U7 LL] CHECKED BY: JHH O O Q Q F a U W 0 0 O N W Of JOB No.: 1390.18 V DATE: 08/20/2019 Z U7 LL] CHECKED BY: JHH O LL SCALE: NO SCALE —� SHEET Q O C4 M 00 r 40F7SHEETS Z O - LLJ U_U) J O LL m Q ~ ILLI C9 co �C O O O_ JOB No.: 1390.18 FILE: URGENT CARE DATE: 08/20/2019 DRAWN BY: JRA U7 CHECKED BY: JHH O SCALE: NO SCALE O SHEET O O C4 00 r 40F7SHEETS I 3 i � 3 HOT TAP INTO EXISTING WATER MAIN AND INSTALL T GATE VALVE I EXISTING WATER MAIN CONTRACTOR TO VERIFY SIZE. I 3 m FII I i II ri W w II I I I I I I I II I EXISTING SEWER MAIN GONLRACTORTO VERIFY SIZE AND DEPTH. 3 I m I N � I I I I I I I I EXISTING FIRE HYDRANT PARCEL 2 PARCEL NAP NO. 7470 BK. 32, P& 67, O.R. N I HyI I I a � aa Uj VK z W J� I EXISTING SEWER MAIN GONLRACTORTO VERIFY SIZE AND DEPTH. 3 I m I N � I I I I I I I I EXISTING FIRE HYDRANT PARCEL 2 PARCEL NAP NO. 7470 BK. 32, P& 67, O.R. PARCEL 2 PARCEL MAP NO. 7470 BK 32 PC 67, O.R. EWSTINGELEC. VAII8.I S TO BE RELOCATED ICONTRACTOR TO INSTALL 8'PVC SS 152 LF. @ 636% MANHOLE PER CITY SM. SW=2 SS T SB I I s :MENS [PUNS I I Lu I m II II I a it I I I I' I "a I I� I dol, ) I 1 I � I I I I STUB OUTFORFUTURE°_o—---' --�- 8"CONNECTION I — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J STUB OUT FOR FUTURE o 4'CONNECTION ONSITE SEWER SHALL BE PARCEL 3 iii - 0-0-0-0-0- 20 0 0 0 0- 20 0 10 20 II I INCH = 20 FEET 1° L6' LEGENDa (ATELY MAINTAINED PARCEL MAP NO. 3509 -� 8K, 17, PC 108, O.R.— — — — — — — — — — — — — GRADE BREAK CENTERLINE X17 TrT77�/� — — PROPERTYLINE — — RIGHT OF WAY --S8– EXISTING SANITARY SEWER LINE & SIZE (IF KNOWN) o—, —W8- -- EXISTING WATER LINE & SIZE (IF KNOWN) I —D8 - - EXISTING DRAIN LINE & SIZE (IF KNOWN) Jl-- EXISTING DRY UTILITY JOINT TRENCH -0--00--0-0-0-0- - 0- EXISTING ELEG VAULTS TO BE RELOCATED OE- EXISTING OVERHEAD ELECTRICAL LINE -----T---- EXISTING UNDERGROUND TELEPHONE LINE —G-- EXISTING UNDERGROUND GAS LINE - --FO— - EXISTING UNDERGROUND FIBER OPTIC LINE _2.0°b - =FLOW DIRECTION =PROPOSED CONCRETE PAVING FS =FINISHED SURFACE FF = FINISHED FLOOR- 77 FP = FINISHED PAD " I = PROPOSED LANDSCAPING INV =INVERT OF PIPE TOG = TOP OF GRATE ' 0-- PARCEL 2 II PARCEL MAP NO. 3509 BK 17, PG. 108, O.R. II I "FOR REFERENCE ONLY CITY RECORDS NO.. XA NU PKOJECTSU390.I8 PAUL DHANENS-WIBLE ROAD URGENTCAHE=i 1WIBLE ROAD URGENT CARE -GRADII I HyI a � aa Uj VK z W J� EXI571NG ELECTRICAL CHECKED BY: JHH O �W/�/ LJ. V, 3 O W PULLBOX I I\lr i o C) N 0° ob T- W 4t Q 0 Z 1 EXISTING CATCH Il J J pTO D BASIN @) ° D 3: U a��c� C � C lJ� LL a O O O 2"PVCV(93LF. —"_----- — ------ �W .a( BUILDING CONNECTION PER ' .1. W PLUMBING PLAN ' PROPOSED MEDICAL OFFICE `1L y ' BUILDING -A" T"&F.BOILDING l GAS METERAND SERVICE BY OTHERS TO COORDINATE F.F. ELEV.=359.70 I V,I F.P. ELEV.= 359.20(4" CONC. OVER 2- SAND) 5 SEESOILSREPORFFORPADPREPARATIONAND `� L•_J L1J -.I v' BUILDING CONNECTION PER bI PLUMBING PLAN LL I 1 SEWER MANHOLE 4' INV N -S = 353.07 "VINV W -E=352.87 PVC 41 L.F Q 1. PARCEL 2 PARCEL MAP NO. 7470 BK 32 PC 67, O.R. EWSTINGELEC. VAII8.I S TO BE RELOCATED ICONTRACTOR TO INSTALL 8'PVC SS 152 LF. @ 636% MANHOLE PER CITY SM. SW=2 SS T SB I I s :MENS [PUNS I I Lu I m II II I a it I I I I' I "a I I� I dol, ) I 1 I � I I I I STUB OUTFORFUTURE°_o—---' --�- 8"CONNECTION I — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J STUB OUT FOR FUTURE o 4'CONNECTION ONSITE SEWER SHALL BE PARCEL 3 iii - 0-0-0-0-0- 20 0 0 0 0- 20 0 10 20 II I INCH = 20 FEET 1° L6' LEGENDa (ATELY MAINTAINED PARCEL MAP NO. 3509 -� 8K, 17, PC 108, O.R.— — — — — — — — — — — — — GRADE BREAK CENTERLINE X17 TrT77�/� — — PROPERTYLINE — — RIGHT OF WAY --S8– EXISTING SANITARY SEWER LINE & SIZE (IF KNOWN) o—, —W8- -- EXISTING WATER LINE & SIZE (IF KNOWN) I —D8 - - EXISTING DRAIN LINE & SIZE (IF KNOWN) Jl-- EXISTING DRY UTILITY JOINT TRENCH -0--00--0-0-0-0- - 0- EXISTING ELEG VAULTS TO BE RELOCATED OE- EXISTING OVERHEAD ELECTRICAL LINE -----T---- EXISTING UNDERGROUND TELEPHONE LINE —G-- EXISTING UNDERGROUND GAS LINE - --FO— - EXISTING UNDERGROUND FIBER OPTIC LINE _2.0°b - =FLOW DIRECTION =PROPOSED CONCRETE PAVING FS =FINISHED SURFACE FF = FINISHED FLOOR- 77 FP = FINISHED PAD " I = PROPOSED LANDSCAPING INV =INVERT OF PIPE TOG = TOP OF GRATE ' 0-- PARCEL 2 II PARCEL MAP NO. 3509 BK 17, PG. 108, O.R. II I "FOR REFERENCE ONLY CITY RECORDS NO.. XA NU PKOJECTSU390.I8 PAUL DHANENS-WIBLE ROAD URGENTCAHE=i 1WIBLE ROAD URGENT CARE -GRADII Z N0 c� w J a W 9 LL D - FILE: URGENT CARE a � aa Uj VK z W J� CHECKED BY: JHH O �W/�/ LJ. V, 3 O W ' r j C) N 0° ob Z N0 c� w J a W 9 LL D - z 0 LU W 0 O w rc 6 0 FILE: URGENT CARE DATE: 08/20/2019 z W J� CHECKED BY: JHH O �W/�/ LJ. SCALE: V" 20' O SHEET Q j C) U z 0 LU W 0 O w rc 6 0 JOB No.: 1390.18 FILE: URGENT CARE DATE: 08/20/2019 z L0 CHECKED BY: JHH O �W/�/ LJ. SCALE: V" 20' O SHEET Q j C) U 0° ob T- W 4t Q 0 Z 1 < Il J J pTO D D 3: U a��c� C � C lJ� LL a O O O JOB No.: 1390.18 FILE: URGENT CARE DATE: 08/20/2019 DRAWN BY: JRA L0 CHECKED BY: JHH O SCALE: V" 20' O SHEET Q C) C5 ob T- 6 OF 7 SHEETS 4t INSTALL PERIMETER SILT FENCING Lo PROPOSED MEDICAL OFFICE WILDING W 7," S.F. BUILDING F.F. EUW. =358,70 F ELEV. =MRM (V CONC. OVER Z SANG) SEE SOILS REPORFFDR PAD PREPA"A AND OVER- CAVA770N EROSION, SEDIMENT AND DUST CONTROL PLAN WIBLE ROAD & PANAMA LANE PARCEL 3 OF PARCEL MAP NO. 3509 PROPOSED 7,000 S. F. PARMAR URGENT CARE BUILDING A.P.N.: 515-090-03 PARCEL 2 CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA PARCEL MAP NO. 7470 BK, 32. PG. 67, O.R. PROJECT STATISTICS I 1. PROPERTY LOCATION: SOUTHEAST INTERSECTION OF PANAMA LANE AND WIBLE ROAD, CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA 1 PARCEL 2 2. PROPERTY OWNER: ASHOK M PARMAR 1 PARCEL MAP NO. 7470 BK 3Z PG 67, OR. OF CONSTRUCTION Y Y L_J L -.J VEHICLE 7EQUI MEPIT PAMIMENT PAMI 92(CONSTRUCTION TRAILER ----__ -- ---_- _0-0_0 SF SF SFSF o SF SFSF ,SF - _ SF SF SFSF - - _ I _ L7II TRASN CONICRINS I r� II WASHOUTAGE ERA AREA PARCEL MAP NO. 3509 ql SF SF SFSF o SF SFSF ,SF - _ SF SF SFSF - - _ I _ CONTROL PLAN IMPLEMENTATION) TRASN CONICRINS FUELING F AND DEBRIS � WASHOUTAGE ERA AREA SF SF SFSF o SF SFSF ,SF - _ SF SF SFSF - - _ I _ CONTROL PLAN IMPLEMENTATION) m� 4. PROJECT ENGINEER: LANDMARK SURVEYING AND ENGINEERING PARCEL 3 3101 N. SILLECT AVENUE SUITE 103 CONTROL PLAN PREPARATION) BAKERSFIELD, CA 93308 PARCEL MAP NO. 3509 PHONE: (661) 859-1923 LLw¢ ATTN: MICHAEL DAUSTER BK 17, PG. 106, O.R. w /7TTTTJ/7T/?77- J m W j', o J 359 N m � Q= -o i.7 w i f LL F-aU Wm DEMO EXTFMG W&UNG W J , � iOR.A''°i cn v! PER SEPARATEPLAN ea9 i m I �w p Irr'/ r I U Z I Y Lu (0LV CQ G (0p LL. Lu 4S -� NI II ONSITE TEMPORARY BASIN LL LLI _ 3F _ _SF SF SF 3F LEGEND y 1, FURNISH AND INSTALL TRAFFIC SIGNS: 15 MPH SPEED LIMIT sF SILT FENCE OR FIBER ROLL PER CASOA DETAIL SE -1 OR SE -5 (E) FIRE HYDRANT SANDBAGS OR GRAVEL BAGS GRAVEL: 3' DIA., 12' DEEP 50' LONG STRETCH OF GRAVEL PER CASQA DETAIL INSTALL PERIMETER TC -1 IIr SILT FENCING \ 1 \ \ I D=O O __ti O0D - O UMITS OF CONSTRUCTION PARCEL 2 PARCEL MAP NO. 3509 BK. 17, PG 108, O.R. 20 0 10 20 1 INCH = 20 FEET 3. PROJECT OPERATOR: 1390.18 (RESPONSIBLE FOR DUST Z CONTROL PLAN IMPLEMENTATION) m� 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 LLw¢ ATTN: MICHAEL DAUSTER 5. PROJECT TYPE: CONSTRUCTION OF MEDICAL OFFICE 6. DISTURBED AREA: 0.97 NET ACRES 7. PROPERTY BOUNDARY: 2.54 NET ACRES 8. AVERAGE DAILY 500 CY (APPROXIMATE) EARTHWORK THROUGHOUT: 9. START DATE: JULY 1ST, 2018 10. COMPLETION DATE: FEBRUARY 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 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 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. b,11-3oe CITY RECORDS NO. w I v 1390.18 FILE: URGENT CARE Z S m� JRA CHECKED BY: JHH SCALE: W W W LLw¢ w J m W n N m � Q= i.7 w i f LL F-aU Wm 0 W J , � iOR.A''°i cn v! ea9 i m N �w p N� LL r w I v JOB No.: 1390.18 FILE: URGENT CARE Z 08/20/2019 DRAWN BY: JRA CHECKED BY: JHH SCALE: 111=20. J Za J W 0 O � Q= Z U 00 F-aU 0 Z Q LL. cn J O p N� LL m Q U Z Lu (0LV CQ G (0p LL. Lu CL oZ C:) O afW JOB No.: 1390.18 FILE: URGENT CARE DATE: 08/20/2019 DRAWN BY: JRA CHECKED BY: JHH SCALE: 111=20. C6 6 OF 7 SHEETS L0 N V V c6 BEST MANAGEMENT PRACTICES (BMP's) General Notes 1. Best Management Practices (BMP'r) contained herein reflect minimum requirements. Alternate methods providing equal or greater protection may be utilized. For additional SMP'; refer to Calilomia Stormwater BMP Handbooks, availI of WWW. CABMPMADBOOKS COM. 2. All construction activity shall be performed M accordance with a Stormwater Pollution Prevention Plan (SWPPP) developed and implemented in compliance with requirements of the Kern County Starra water Management Progrom, National Pollutant Discharge Elimination System (NPDES) Permit, and the State's Ceneral Permit. J. The SWPPP shall.• o. laic fy 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. c. Be kept up to date. Any additional updates requested by agency representative are to be made immediately. 4. Non-Stormwater discharges are prohibited from entering any storm drain system and/or street. 5 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 oil times during the rorhy season (Nov. 1 to Apr. 15). Necessary materials shall be available on site and stockpiled at convenient locations to facilitate rapid construction of temporary devices or damaged erosion control measvras or sediment control measures when rain /s Imminent. 7 Portable sanitary facilities shall be located on relatively level ground away from traffic areas, drainage courses, and storm drain inlets. B. Employees, subcontractors and suppliers shall be educated on all &I including concrete waste storage and disposal procedures. 9. Sed/ment control practices shall effectively prevent a net increase of sediment load in stormwater discharge. DD/ie/mw COUNTYOF KERN - PIAN NO. ,No er STATE OF CALIFORNIA N' ' VC wsk: DLVELOPMENT O�D.MFNTS AN .F EUS ON K3' KED BY STANDARD ar O.WXCIANMIPC1.r"SBMPSIBRPPPI.69%BMP1.71Id3003":30AM 'ro/zw. Absorbent `j�IfREFZE W Y DRAWN BY: JRA N, Flew N, cNu:xco ay. err Stool W W W W W W W W W W W drain inlets and watercourses. W Y 5 LEI dispose of used oils, quid's, and lubricants. W W W W W W W W NPDES BMP SFDIMENFS AND EROSION W W 0fS5NE0 C J• uw,w ur: 1 ry LL W CDNNOL W v.. Y JL W Q LL • Q W W W W • W �L W W O W Y W G W C) W LL W °A W Uj W O.WXCIANMIPC1.r"SBMPSIBRPPPI.69%BMP1.71Id3003":30AM ALL AROUND MATERIAL W W W W W W W W Y W W W W W W W W Vr 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 stonndmin system. 2 Any construction material stored or stockpiled on-site shall be protected from being transported by the force of wind or water. MATERIAL STORAGE s zL� COUNPr OF KERNNPDES BMo PI,vr_ Nu. ar STATE Or CALIFORNIA DEVELOPMENT SEDIMENTS AND EROSION F7 sPANDARD CONTROL a:16XCRAWMIPC1en4 MFSBMPSNSW 1Lws.BMPB. 6/23/200310:17:0/AM 'ro/zw. Absorbent `j�IfREFZE W W DRAWN BY: JRA Z Flew - cNu:xco ay. err y Containment Area W W W W W W W designated areas. Prevent run-on and run-off from designated areas. W J. 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 LEI dispose of used oils, quid's, and lubricants. Materbl W W W W W W W NPDES BMP SFDIMENFS AND EROSION W 0fS5NE0 C LLJ uw,w ur: 1 ry LL STANDARD CDNNOL v.. (�yD JL Q LL • Q 06 W W W W W O W 'It G C) LL L1i °A Uj U) d o Z o 5 r O Elf Ld W W ° • ° a `� W W • •r W °• � e y Y -.. W Jr W Q Y . ° W Y W Y W W ALL AROUND MATERIAL W W W W W W W W Y W W W W W W W W Vr 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 stonndmin system. 2 Any construction material stored or stockpiled on-site shall be protected from being transported by the force of wind or water. MATERIAL STORAGE s zL� COUNPr OF KERNNPDES BMo PI,vr_ Nu. ar STATE Or CALIFORNIA DEVELOPMENT SEDIMENTS AND EROSION F7 sPANDARD CONTROL a:16XCRAWMIPC1en4 MFSBMPSNSW 1Lws.BMPB. 6/23/200310:17:0/AM a:lE7CCt{ANOfl IPQ3w\NI718sBMPS�sIVFPP1.erA,B1SB. N1L7003 m:35:u AM CONCRETE W.ASHO!/r A/'F4 i Beetled Containment Area Notes: 1. Excess and waste concrete shall 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 reto/n liquid and solid waste shall be provided on site. J. Slurry from concrete and asphalt saw cutting shall be vacuumed or contained, dried, picked up and disposed of propery (J CONCRETE WASTE MANAGEMENT 'ro/zw. Absorbent `j�IfREFZE USED b Cleanup m dl , � Material Aj' ' � DRAWN BY: JRA Z Flew - cNu:xco ay. err y Containment Area 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 immed/otefy. Clean up spills and Leaks promptly with absorbent mater/ats; do not flush with water 2. Vehicles and equipment shall be maintained, and repaired on-site only in designated areas. Prevent run-on and run-off from designated areas. Containment devices shall be provided and areas shall be covered /f necessary. J. 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 LEI dispose of used oils, quid's, and lubricants. 6. Provide spit1 containment dikes or secondary containment around stored oil, fuel, and chemical drums. Z Maintain an adequate supply of absorbent spill cleanup materials in designated area. © EQUIPMENT MAINTENANCE AREAS Q.1. ueac M"aa/:a/xav COONTY OF KERN SIIATF OF CALIFORNIA DEVELOPMENT NPDES BMP SFDIMENFS AND EROSION PLAIL NO. BMP B 0fS5NE0 C LLJ uw,w ur: 1 ry LL STANDARD CDNNOL v.. a:lE7CCt{ANOfl IPQ3w\NI718sBMPS�sIVFPP1.erA,B1SB. N1L7003 m:35:u AM CONCRETE W.ASHO!/r A/'F4 i Beetled Containment Area Notes: 1. Excess and waste concrete shall 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 reto/n liquid and solid waste shall be provided on site. J. Slurry from concrete and asphalt saw cutting shall be vacuumed or contained, dried, picked up and disposed of propery (J CONCRETE WASTE MANAGEMENT NPDES BMP ELATE NO. SEDIMENTS .AND EROSION BMP F CONTROL ii ' Length as needed to orevent tracking A series of Steel Plates (3 Rumble Stripe or min 4' coarse aggregate. Notes: 1. Sed2'ments and other materials shall not be tracked from the site by vehicle traffic. The construction entrance roadways shall be stabilized so as to prevent sediments from being deposited into the public roads. Depositions must be swept up /rnmediatey and may not be washed down by mI or other means into the storm drain system. 2. Stabilized construction entrance shall be., a. 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/ar min 4" coarse aggregate with length, width & thickness as needed to adequci prevent any tracking onto paved surfaces. J. AoI a wash rack with a sediment trop forge enough to collect all wash water con greatly improve efficiency. 4. All vehicles accessing the construction site shall utilize the stabilized construction entrance sites. 1. Remove aff sediment deposited on paved roadways immediotefy. 2. Sweep paved areas that receive construction traffic whenever sediment becomes visible. 3. Pavement wdshiny with water is prohibited if it results In a discharge to the storm drain system. © STABLIZED CONSTRUCTION ENTRANCE A 'ro/zw. Ol::1Ntt OF KERN STA1i: OF CA IEORN A DEVELOPMENT STANDARC FItr fabric ..NM ser DRAWN BY: JRA oNAaN ar: Ks Flew - cNu:xco ay. err NPDES BMP ELATE NO. SEDIMENTS .AND EROSION BMP F CONTROL ii ' Length as needed to orevent tracking A series of Steel Plates (3 Rumble Stripe or min 4' coarse aggregate. Notes: 1. Sed2'ments and other materials shall not be tracked from the site by vehicle traffic. The construction entrance roadways shall be stabilized so as to prevent sediments from being deposited into the public roads. Depositions must be swept up /rnmediatey and may not be washed down by mI or other means into the storm drain system. 2. Stabilized construction entrance shall be., a. 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/ar min 4" coarse aggregate with length, width & thickness as needed to adequci prevent any tracking onto paved surfaces. J. AoI a wash rack with a sediment trop forge enough to collect all wash water con greatly improve efficiency. 4. All vehicles accessing the construction site shall utilize the stabilized construction entrance sites. 1. Remove aff sediment deposited on paved roadways immediotefy. 2. Sweep paved areas that receive construction traffic whenever sediment becomes visible. 3. Pavement wdshiny with water is prohibited if it results In a discharge to the storm drain system. © STABLIZED CONSTRUCTION ENTRANCE A Abserbent umnup Notarial Si DIMENTS AND EROSION BMP C CONTROL a:IEXCHAN(iEIIPCkCmltwD63BMPS18WPPP1,dwA, Bb@ C� e1St100110:3691 AM Notes: 1. Fueling shall be performed in a des/gnoted area, away from drainage courses. 2. Absorbent cleanup material shall be on site and used immediately in the event of a spill. VEHICLE/ EQUIPMENT FUELING 00 o®Ds/w/zaka COUNTY OF KERN I NPDES BMP PLATE NO. 0raau-]0 ar. STATE OF CALFORNIA ONNwe ser: DEVEL OPMfM SEDIMENTS AND EROSION KS BMP G c�ECxEO 9r STANDARC CONTROL a:1EXCRANc3E11PCWeeWPDF3 BMP3\SWPPPIMABUPA, N21/200i ll:dP:33 AM Notes: 1. Soi%Slope stab/1/zohon practices shall be designed to preserve existing vegetation where feosibfe and to revegetate open areas as soon as feasible after grading. I These control practices shaff include temporary seeding, permanent seeding, mulching, sod stabilization, vegetative buffer strips, protection of frees, or other $o// stabilization practices. 2. $oil stabilization shall be implemented on a// inactive disturbed areas from November 1 thru Aprl/ 15 and on all disturbed areas during a min event or potential rain. J. 5tabr7/Z:I practices shall contra//prevent erosion from the forces of wind and water. 4. Stab//ration practices shall be implemented in conjunction with sed/meet 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 most be anchored immediately to minimize loss by wind or water. 6. When using hydroseeding/mulching, the minimum application of wood Fiber shall be 1,500 lbslucre, that does not contain more than 50 percent newsprint. 7• For seeding recommendations, contact. USDA, Natural Resources Conservation Service at 5000 Califonsio Avenue, Bakersfield, Gg 9 3309-0 72 5 Phone: (661) 336-0967. EROSION CONTROL COUNTY OF KERN MATE OF CALIFORNIA DEVELOPMENT SFDIMFNTS AND EROSION 1FW STAN[ a:OaXCBAN0H1lPC.Lm VPOF.S R\IPS tiATPP Clot BAIT'D. 4 25'2003 10.36', V AM Silt Fence Maximum slope length Maximum tributary area .26 acre/1 of fence. 26 s -24 22 Maxinum SIIt fence Turn lost 6' of width=5W' fence up-slope Silt fence constructed DID ng level contour FItr fabric Post a DRAWN BY: JRA id D.C. Flew SCALE: (max) DEVELOPMENT Composted L/ W fMELKEa ef' STANDARD min. GF Abserbent umnup Notarial Si DIMENTS AND EROSION BMP C CONTROL a:IEXCHAN(iEIIPCkCmltwD63BMPS18WPPP1,dwA, Bb@ C� e1St100110:3691 AM Notes: 1. Fueling shall be performed in a des/gnoted area, away from drainage courses. 2. Absorbent cleanup material shall be on site and used immediately in the event of a spill. VEHICLE/ EQUIPMENT FUELING 00 o®Ds/w/zaka COUNTY OF KERN I NPDES BMP PLATE NO. 0raau-]0 ar. STATE OF CALFORNIA ONNwe ser: DEVEL OPMfM SEDIMENTS AND EROSION KS BMP G c�ECxEO 9r STANDARC CONTROL a:1EXCRANc3E11PCWeeWPDF3 BMP3\SWPPPIMABUPA, N21/200i ll:dP:33 AM Notes: 1. Soi%Slope stab/1/zohon practices shall be designed to preserve existing vegetation where feosibfe and to revegetate open areas as soon as feasible after grading. I These control practices shaff include temporary seeding, permanent seeding, mulching, sod stabilization, vegetative buffer strips, protection of frees, or other $o// stabilization practices. 2. $oil stabilization shall be implemented on a// inactive disturbed areas from November 1 thru Aprl/ 15 and on all disturbed areas during a min event or potential rain. J. 5tabr7/Z:I practices shall contra//prevent erosion from the forces of wind and water. 4. Stab//ration practices shall be implemented in conjunction with sed/meet 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 most be anchored immediately to minimize loss by wind or water. 6. When using hydroseeding/mulching, the minimum application of wood Fiber shall be 1,500 lbslucre, that does not contain more than 50 percent newsprint. 7• For seeding recommendations, contact. USDA, Natural Resources Conservation Service at 5000 Califonsio Avenue, Bakersfield, Gg 9 3309-0 72 5 Phone: (661) 336-0967. EROSION CONTROL COUNTY OF KERN MATE OF CALIFORNIA DEVELOPMENT SFDIMFNTS AND EROSION 1FW STAN[ a:OaXCBAN0H1lPC.Lm VPOF.S R\IPS tiATPP Clot BAIT'D. 4 25'2003 10.36', V AM Silt Fence Maximum slope length Maximum tributary area .26 acre/1 of fence. 26 s -24 22 Maxinum SIIt fence Turn lost 6' of width=5W' fence up-slope Silt fence constructed DID ng level contour FItr fabric Post a DRAWN BY: JRA id D.C. Flew SCALE: (max) 2/�r'1 Composted L/ W bcakfIll 6' min. 12' Filter fabric Notes: 1. Construct the 0t 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 sq. ft. of ponding area shall be provided for every acre draining to the fence. 4. rum the ends of the Alter fence uph/11 to prevent stormwater from flowing around the fence. 5 Leove an undisturbed or stabilized area immediately downslope from the fence. 6. Do not place in live stream or intermittency flowing channels. 7. When standard fitter fabric is used, a w/re mesh support fence shall be fastened securely to the upslope side of the posts using heavy-duty wire staples at least 1 inch long, tie wires or hog rings. SILT FENCE COUNTY or KERN NPDES BMP PLATE NG. DESIGNS BY $'AT` OF CN_IFCRNIA uv Ner, DEVELOPMENT SEDIMENTS AND EROSION BMP B Ks cnfKeb W. STANDARD CONTROL cs G.sIXONANGiEuPClekmtLN➢B8 BUPSISOPPPLawJ, BMPN• 6IM0310:M:M AM CITY RECORDS NO. �Ia 0 U W U 0 N w w of W91 JOB No.: 1390.18 FILE: URGENT CARE DATE: 08120/2019 DRAWN BY: JRA CL JHH SCALE: WA 2/�r'1 L/ W Z NJOry LL < CO O o LLJ Z 1 ry LL (n (�yD JL Q LL O m Q 06 W W 'It G C) LL L1i Uj U) d o Z o O Elf Ld JOB No.: 1390.18 FILE: URGENT CARE DATE: 08120/2019 DRAWN BY: JRA CHECKED BY: JHH SCALE: WA SHEET C/ 7 OF 7 SHEETS L rnvr: �ermm 11 -m -m eu