Loading...
HomeMy WebLinkAbout6.9-312THE SHOPS A T RI VER WA L K 1111111111t PHASE 5 CASTLE & COOICE CALIFORNIA, INC. VIC11fil MAP IVO SCALE GRADING NOTES 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARDS PERTAINING THERETO (APPENDIX J, C.B.C. CURRENT EDITION) AND SHALL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CITY OF BAKERSFIELD ORDINANCES 2 THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE K17H THE PLANS SPECIFICATIONS AND CODE WWN HIS PURVIEW. 3 THE SGL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED 24 HOURS PRIOR TO PLACING ANY MATER/AL 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB STE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,' THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CON7RACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, ARCHITECT, AND THE ENGINEER HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK DN THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM 774E SOLE NEGLIGENCE OF THE OWNER, ARCHITECT, OR 5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACIL177ES PRIOR 70 BEGINNING CONSTRUCTION AND VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES INCLUDING TELEPHONE ELECTRIC, WATER, SEWER OIL AND GAS LINES 774E ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDIC47ED ON THE PLAN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES (USA 1-800-227-2600) 6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO + OR - 0.10 FOOT. IF AN AREA SHOULD BE FOUND TO BE MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 7. THE GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERATIONS TD PREVENT THE OCCURRENCE OF A DUST NUISANCE AND SHALL PR07ECT CURBS AND OTHER OBJECTS WHICH ARE B EXCAVATION - EXCAVATION SHALL CONSIST OF ALL EXCAVATION INVOLVED IN GRADING THE PROJECT AS SHOW/ ON THE PLANS EXCEPT ANY EXCAVATION SEPARATELY DESIGNATED AND PAID FOR AS A SEPARATE ITEM. 9. EMBANKMENTS - EMBANKMENT CONSTRUCTION SHALL CONSIST OF CONSTRUCTING LOT EMBANKMENTS INCLUDING THE PREPARATION OF AREAS FOR WHICH THEY ARE TO BE PLACID, THE CONSTRUCTION OF DIKES WITHIN OR OUTSIDE THE C0NS7RUC77ON AREA, THE PLACING AND COMPACTING OF APPROVED MATERIAL WITHIN 771E CONSTRUCTION AREA WHERE UNSUITABLE MATERIAL HAS BEEN REMOVED, AND THE PLACING AND COMPACTING OF EMBANKMENT MATERIAL IN HOLES FOR 774E CONS7RUCRON EMBANKMEN7S PREPARING SUB -GRADE AT THE GRADING PLANE, CONFORMING TO THE GRADE TOLERANCE, DOING NECESSARY PLOWING OR BENCHING, IMPORTING OR BORROW, PLACING AND COMPACTING MATERIAL TO THE UNE AND GRADES SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER CUBIC YARD FOR EXCAVATION AND NO ADDITIONAL COMP£NSARON WILL BE ALLOWED FOR SUCH 110RK. GRADING PERMIT# 18-40000067 WDID# 5F54C385513 RNER WALK . BUSINESS PARK / Y _ NI Ali 35'E 119. g 4719342 42 V 25. 559 E r' MERCY 34QE 50 m N79.46'E 5HoBPf(AL c 59.46' s PROJECT LOCATION PORTION OF PARCEL 5 OF P.M.W. NO. 10-0254 PER CERTIFICATE OF COMPLIANCE RECORDED JULY 29, 2010 AS DOC. NO. 0210099613, O.R. R I V E R _ 'Its 2111 10. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, CURRENT EDTION, INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE W7H THE N07ES HEREON. IN CASE OF CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY N07ES HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU OF SUCH CONFLICTING PORTIONS SAID SPECIFICATIONS SHALL APPLY BUT NOT BE LIM17ED TO THE FOLLOWING A) ALL CONCRETE SHALL BE CLASS B• AS IN ACCORDANCE WITH SECTION 90 AND SHALL HAVE AT LEAST 2500 PS COMPRESSIVE STRENGTH AT 28 DAYS. B ASPHALTIC CONCRETE SHALL BE TYPE `B' MEDIUM GRADED 1/2• MAXIMUM AGGREGATE AND INTIMATELY MIXED WITH 5-7R ASPHALT. 11. IN THE EVENT CONS7RUC77ON STAKING BASED ON Mc/NTOSH & ASSOCIATES' PLANS DRAWINGS OR 07HER DOCUMENTS IS PERFORMED BY AN07HER FIRM, MCINTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY AR/SING FROM 714E USE OF SAID PLANS DRAWINGS OR OTHER DOCUMENTS 12. MCINTOSH & ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS ALL CHANCES 70 THESE PLANS MUST BE APPROVED IN WRITING BY McINTOSH & ASSOCIATES 13 ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN, AND MADE A PART HEREOF, THE PRELIMINARY SOILS REPORT PREPARED BY SOILS ENGINEERING, INC. FILE NO. 05-115739 DATED FEBRUARY 13, 2006, UPDATE LETTER DATED OCTOBER 16, 2018, AND ALL ADDENDUMS THERETO. IN CASE OF A CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS THE MORE STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE. 14. UPON COMPLETION OF GRADING AND BEFORE 774E START OF CON57RUC770N, A FINAL SOILS REPORT SHALL BE PREPARED BY THE SOL ENGINEER. 15 THE SOIL ENGINEER SHALL REVIEW ALL EXCAVATIONS PRIOR TO BACKFILLING AND SHALL BE NOTIFIED OF ANY I7EM ENCOUNTERED DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION STABILITY SO RECOMMENDATIONS CAN BE MADE BY THE SOIL ENGINEER. 16. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2.1. 17. ALL SLOPES GREATER THAN THREE FEET IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. la IMPORTED FILL MATERIAL SHOULD CONSIST OF ESSEN77ALLY GRANULAR, SILTY SANDS W7H LOW EXPANSION P07EN77AL AND FREE OF GRASSES WEDS ROCKS LARGER THAN SIX INCHES IN DIAMETER, DEBRIS AND SOLUBLE SULFATES IN EXCESS OF 1000 PARTS PER MILLION. IMPORTED FILL SHOULD CONTAIN SUFFICIENT SILT AND CLAY BINDER TO RENDER THEM STABLE IN FOOTING TRENCHES AND CAPABLE OF MAINTAINING SPECIFIED ELEVATION TOLERANCES DURING PAVING OPERATIONS. IMPORTED SOILS SHOULD ALSO MEET THE FOLLOWING CRITERIA. A) MAXIMUM R PASSING /200 SIEVE..............................50 B) MAXIMUM LIQUID LIMIT..................................................40 C) MAXIMUM PLASTICITY INDEX ........................................ 14 D) MINIMUM R-VALUE.......................................................50 E) MAXIMUM EXPANSION INDEX (PER 1997 UBC STANDARD 1B-2). ........... 20 PSF y 19. CLEARING AND GRUBBING - REMOVE ALL DEBRIS SUCH AS METAL, TRASH, BROKEN CONCRETE VEICETATION, OTHER BIODEGRADABLE SUBSTANCES AND UNSUITABLE SOIL FROM AREAS TO BE GRADED. UNSUITABLE SOIL IS SOIL THAT, IN THE OPINION OF THE BUILDING OFFICIAL, SOIL ENGINEER, OR CIVIL ENGINEER, IS NOT COMPETENT TO SUPPORT OTHER SOIL OR STRUCTURES OR 70 SATISFACTORILY PERFORM ANY 07HER FUNCTIONS FOR WHICH THE SOL IS INTENDED. SITE STRIPPING SHALL EXTEND TO A MINIMUM DEPTH OF 2 TO 4 INCHES OR UNTIL ALL ORGANICS IN EXCESS OF 3.S BY VOLUME ARE REMOVED. 20. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS) SHALL BE SCARIFIED SIX INCHES BROUGHT TO NEAR OPTIMUM MOISTURE AND UNIFORMLY COMPACTED AT LEAST 90R OF THE MAXIMUM DENSITY PER ASTM 01557-1557-d 7 UNLESS ESS OTHERWISE NOTED. 21. ENGINEERED FILL SHALL BE PLACED /N LAYERS NOT EXCEEDING TEN INCHES IN UNCOMPACTED THICKNESS BROUGHT TO NEAR THE OPTIMUM MOISTURE CONTENT OR TO A MOISTURE CONTENT COMMENSURATE WITH EFFECTIVE COMPACTION AND SOL STABILITY AND COMPACTED TO SOX OF THE MAXIMUM DENSITY PER ASTM D1557-78, UNLESS SPECIFIED OTHERWISE. 22. QUANTITIES FOR EARTHWORK EXCAVATION - IZ841 CY EMBANKMENT - 7,908 CY INCLUDES OWREXCAVATION QUANRRES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. IN CASE OF EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT THE ENGINEER SO THAT ADJUSTMENTS MAY BE MADE. THE CONTRACTOR SHALL NOT USE THESE QUANTITIES TO BASE HIS BID ON. 23 BUILDING PAD PREPARATION - EXCAVATE EARTH MATERIAL TO A MINIMUM ELEVATION OF 369.00 FEET FOR BUILDING S, 365.00 FEET FOR BUILDING 'T' THE BOTTOM OF THE EXCAVATION SHALL BE REVIEWED BY THE SOIL ENGINEER OR HIS REPRESENTA71VE PRIOR TO ANY BACKFILL OPERA BONS. THE TOP TWELVE (12) INCHES OF MATERIALS EXPOSED AT THE BOTTOM OF THE EXCAVATION SHALL BE SCARIFIED AND COMPACTED TO A MINIMUM OF 9OT OF ASTM D-1557. MOISTEN EXCAVATED AND IMPORTED SOLS 70 NEAR THE OPTIMUM MOISTURE OR TO A MOISTURE CONTENT CONSISTENT WITH £FTEC77VE COMPACTION AND SOIL STABILITY. COMPACT MOISTENED SOILS 70 A MINIMUM OF SOX OF THE MAXIMUM DENSITY OBTAINED BY ASTM TEST METHOD D1557 METHOD A. WORK TO LINES AT LEAST TEN FEET BEYOND THE OUTSIDE EDGES OF EXTERIOR FOOTINGS EXCEPT WHERE EXCAVATION MAY UNDERMINE OR DAMAGE ADJACENT STRUCTURES OR UTILITIES 24. PAVEMENT PREPARA BON - GROUND SURFACES TO RECEIVE CONCRETE DRIVEWAY AND BITUMINOUS PAVEMENTS SHOULD BE SCARIFIED MOISTURE CONDIRONED, AND COMPACTED TO A MINIMUM OF 90% TO A DEPTH OF 12 INCHES BELOW 771E GRADING PLANE IN CUT AREAS OR TO 12 INCHES IN AREAS TO RECEIVE FILL. IN ADDIRON, COMPACT THE TOP EIGHT INCHES TO A MINIMUM OF 95X OF THE MAXIMUM DENSITY AS OBTAINED BY AS7M TEST METHOD D155Z METHOD A. LIMNS OF PAVEMENT PREPARATION SHALL EXTEND A MINIMUM OF TWO FEET BEYOND THE OUTSIDE EDGES OF PAVEMENTS 25. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR EXCAVATION FIVE (5) FEET OR DEEPER. 26. AT THE INITIAL CONSTRUCTION MEETING PRIOR TO GRADING ACTIVITIES ALL CONSTRUCTION WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF VALLEY FEVER. 27. ALL CONSTRUCTION EQUIPMENT SHALL BE TUNED AND MAINTAINED IN ACCORDANCE WTIH THE MANUFACTURES SPECIFICATIONS. THE WORK CREWS SHALL SHUT OF CONSTRUCTION EQUIPMENT WHEN NOT IN USE. 28. IF DURING CONSTRUCTION ACTIVITIES OR GROUND DISTURBANCE, CULTURAL RESOURCES ARE UNCOVERED, THE SUBDIVIDER SHALL STOP WORK AND OBTAIN A QUALIFIED ARCHAEOLOGIST FOR FURTHER STUDY. SUBDIVIDER SHALL NOTIFY THE PROPER AUIHM77ES AND BE SUBJECT TO ANY U177GA770M MEASURES REWIRED OF THE ARCHAEOLOGIST. 29. ALL DISTURBED AREAS INCLUDING S7DRAGE PILES WHICH ARE NOT BEING ACTIVELY UTILIZED FOR C0NS7RUC770N PURPOSES SHALL BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WATER, CHEM/CAL STABILIZER/SUPPRESSANT, COVERED WIN A TARP OR OTHER SUITABLE COVER OR VEGETATIVE GROUND COVER. 30. ALL ONSI7E UNPAVED ROADS AND OFFSITE UNPAVED ACCESS ROADS SHALL BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WATER OR CHEMICAL STABILIZER/SUPPRESANT. 31. ALL LAND CLEARING GRUBBING, SCRAPING EXCAVATION, LAND LEVELING, GRADING, CUT & FILL, AND DEMOLITION ACTIVITIES SHALL BE EFFECTIVELY CONTROLLED OF FUG71VE DUST EMISSIONS UTILIZING APPLICATION OF WA TER BY PRESOAKING. 32. MHEN MATERIALS ARE TRANSPORTED OFFSITE ALL MATERIAL SHALL BE COVERED, OR EFFECTIVELY WEFIED 70 LIMIT VISIBLE DUST EMISSIONS AND AT LEAST SIX INCHES OF FREEBOARD SPACE FROM THE TOP OF THE CONTAINER SHALL BE MAINTAINED. 33 ALL OPERATIONS SHALL LIMIT OR EXPEDITIOUSLY REMOVE THE ACCUMULATION OF MUD OR DIRT FROM ADJACENT PUBLIC STREETS AT THE END OF EACH WORKDAY. (THE USE OF DRY ROTARY BRUSHES IS EXPRESSLY PROHIBITED EXCEPT WHERE PRECEDED OR ACCOMPANIED BY SUFFICIENT WETTING 70 LIMIT THE VISIBLE DUST EMISSIONS USE OF BLOM£R DEVICES IS EXPRESSLY FORBIDDEN.) 34. FOLLOWING THE ADDITION OF MATERIALS TO, OR REMOVAL OF MATERIALS FROM, THE SURFACE OF OUTDOOR STORAGE PILES SAID PILES STALL BE EFFECTIVELY STABILIZEDGI OF FUGITIVE DUST EMISSIONS UTILIZING SUFFICIENT WATER OR CHEMICAL STABILIZER/SUPPRESSANT. 35 WITHIN URBAN AREAS 7RACKOUT SHALL BE IMMEDIATELY REMOVED WHEN /T EXTENDS 50 OR MORE FEET FROM THE S17E AND AT THE END OF EACH WORKDAY. 36. ANY S17E WITH 150 OR MORE VEHICLE TRIPS PER DAY SHALL PREVENT CARRYOUT AND 7RACKOUT. 37. ASPHALT -CONCRETE PAVING SHALL COMPLY WTH SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT RULE 4641 AND RESTRICT THE USE OF CUTBACK, SLOW -CURE AND EMULSIFIED ASPHALT PAVING MATERIALS 38. CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). 39. LIMIT C0NS7RUC770N-RELATED VEHICLE SPEEDS TO 15 MPH ON ALL UNPAVED AREAS AT THE CONSTRUCTION SITE. 40. WAS/ OFF CONSTRUCTION AND HAUL TRUCKS TO MINIMIZE THE REMOVAL OF MUD AND DIRT FROM THE PROJECT SITE 41. PRIOR TO PLACEMENT OF BACKFILL, EXCAVATION BOTTOMS SHOULD BE RENEWED AND TESTED IN ACCORDANCE WTIH 774E FOLLOWING PROCEDURES 1. IN-PLACE DENSITY TESTS SHALL BE PERFORMED. THE RESULTS OF THESE TESTS SHALL BE COMPARED W7HE THE RESULTS OF TUBE DENSITY 07ERMINA77ONS MADE DURING THE PRELIMINARY SOILS INVESTIGATION IN MATERIALS DETERMINED TO BE STABLE BY LABORATORY TESTING PROCEDURES 2. WHERE TEST RESULTS INDICATE LOWER DENSITIES THAN THOSE DESCRIBED ABOVE EXCAVATION SHALL BE MADE DEEPER AS DIRECTED BY THE GE07ECHNICAL ENGNEERS REPRESENTATIVE ON THE S17E J. AT LEAST TWO EXPANSION INDEX TESTS SHOULD BE TAKEN FOR EACH BUILDING PAD TO DETERMINE SOIL EXPANSION POTENTIAL THE RESULTS OF EXPANSION INDEX TESTS SHALL BE USED TO CATAGORIZE EACH LOT FOR USE WIN THE "FOUNDATION PREPERA77ON SCHEDULE- (LOCATED IN THE SOILS REPORT). 4. THE GE07ECHNICAL ENGINEER'S REPRESENTATIVE SHALL BE NOTIFIED AT LEAST ONE (1) WORKING DAY IN ADVANCE OF PLACEMENT OF ENGINEERED FILL ON ANY EXCAVATION BOTTOM. ASSESSOR PARCEL NUMBERS 390-390-03 SITE ADDRESS: BUILDING S1 `k BUILDING S2 - 10436 STOCKDALE HIGHWAY BUILDING S3 - 10424 STOCKDALE HIGHWAY NON - 10308 STOCKDALE HIGHWAY 7HE DETAILS SHEET C6 UTILITY PLAN _- SHEET C7 - EROSION CONTROL PLAN U m BRIMHALI- ROAD z D I k J Wz� do N O E 0 PROJECTmilil SI TE 88 STDCKDALE HIGHWAY J a CALIF IA -� 1 C P MERCY HOSPITAL STATE UNIVERSITY R N $ S CAMINO MEDIA < < R MING AVENUE m i m $ m O 3 SEVEN OAKS m t VIC11fil MAP IVO SCALE GRADING NOTES 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARDS PERTAINING THERETO (APPENDIX J, C.B.C. CURRENT EDITION) AND SHALL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CITY OF BAKERSFIELD ORDINANCES 2 THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE K17H THE PLANS SPECIFICATIONS AND CODE WWN HIS PURVIEW. 3 THE SGL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED 24 HOURS PRIOR TO PLACING ANY MATER/AL 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB STE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,' THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CON7RACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, ARCHITECT, AND THE ENGINEER HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK DN THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM 774E SOLE NEGLIGENCE OF THE OWNER, ARCHITECT, OR 5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACIL177ES PRIOR 70 BEGINNING CONSTRUCTION AND VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES INCLUDING TELEPHONE ELECTRIC, WATER, SEWER OIL AND GAS LINES 774E ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDIC47ED ON THE PLAN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES (USA 1-800-227-2600) 6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO + OR - 0.10 FOOT. IF AN AREA SHOULD BE FOUND TO BE MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 7. THE GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERATIONS TD PREVENT THE OCCURRENCE OF A DUST NUISANCE AND SHALL PR07ECT CURBS AND OTHER OBJECTS WHICH ARE B EXCAVATION - EXCAVATION SHALL CONSIST OF ALL EXCAVATION INVOLVED IN GRADING THE PROJECT AS SHOW/ ON THE PLANS EXCEPT ANY EXCAVATION SEPARATELY DESIGNATED AND PAID FOR AS A SEPARATE ITEM. 9. EMBANKMENTS - EMBANKMENT CONSTRUCTION SHALL CONSIST OF CONSTRUCTING LOT EMBANKMENTS INCLUDING THE PREPARATION OF AREAS FOR WHICH THEY ARE TO BE PLACID, THE CONSTRUCTION OF DIKES WITHIN OR OUTSIDE THE C0NS7RUC77ON AREA, THE PLACING AND COMPACTING OF APPROVED MATERIAL WITHIN 771E CONSTRUCTION AREA WHERE UNSUITABLE MATERIAL HAS BEEN REMOVED, AND THE PLACING AND COMPACTING OF EMBANKMENT MATERIAL IN HOLES FOR 774E CONS7RUCRON EMBANKMEN7S PREPARING SUB -GRADE AT THE GRADING PLANE, CONFORMING TO THE GRADE TOLERANCE, DOING NECESSARY PLOWING OR BENCHING, IMPORTING OR BORROW, PLACING AND COMPACTING MATERIAL TO THE UNE AND GRADES SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER CUBIC YARD FOR EXCAVATION AND NO ADDITIONAL COMP£NSARON WILL BE ALLOWED FOR SUCH 110RK. GRADING PERMIT# 18-40000067 WDID# 5F54C385513 RNER WALK . BUSINESS PARK / Y _ NI Ali 35'E 119. g 4719342 42 V 25. 559 E r' MERCY 34QE 50 m N79.46'E 5HoBPf(AL c 59.46' s PROJECT LOCATION PORTION OF PARCEL 5 OF P.M.W. NO. 10-0254 PER CERTIFICATE OF COMPLIANCE RECORDED JULY 29, 2010 AS DOC. NO. 0210099613, O.R. R I V E R _ 'Its 2111 10. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, CURRENT EDTION, INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE W7H THE N07ES HEREON. IN CASE OF CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY N07ES HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU OF SUCH CONFLICTING PORTIONS SAID SPECIFICATIONS SHALL APPLY BUT NOT BE LIM17ED TO THE FOLLOWING A) ALL CONCRETE SHALL BE CLASS B• AS IN ACCORDANCE WITH SECTION 90 AND SHALL HAVE AT LEAST 2500 PS COMPRESSIVE STRENGTH AT 28 DAYS. B ASPHALTIC CONCRETE SHALL BE TYPE `B' MEDIUM GRADED 1/2• MAXIMUM AGGREGATE AND INTIMATELY MIXED WITH 5-7R ASPHALT. 11. IN THE EVENT CONS7RUC77ON STAKING BASED ON Mc/NTOSH & ASSOCIATES' PLANS DRAWINGS OR 07HER DOCUMENTS IS PERFORMED BY AN07HER FIRM, MCINTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY AR/SING FROM 714E USE OF SAID PLANS DRAWINGS OR OTHER DOCUMENTS 12. MCINTOSH & ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS ALL CHANCES 70 THESE PLANS MUST BE APPROVED IN WRITING BY McINTOSH & ASSOCIATES 13 ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN, AND MADE A PART HEREOF, THE PRELIMINARY SOILS REPORT PREPARED BY SOILS ENGINEERING, INC. FILE NO. 05-115739 DATED FEBRUARY 13, 2006, UPDATE LETTER DATED OCTOBER 16, 2018, AND ALL ADDENDUMS THERETO. IN CASE OF A CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS THE MORE STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE. 14. UPON COMPLETION OF GRADING AND BEFORE 774E START OF CON57RUC770N, A FINAL SOILS REPORT SHALL BE PREPARED BY THE SOL ENGINEER. 15 THE SOIL ENGINEER SHALL REVIEW ALL EXCAVATIONS PRIOR TO BACKFILLING AND SHALL BE NOTIFIED OF ANY I7EM ENCOUNTERED DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION STABILITY SO RECOMMENDATIONS CAN BE MADE BY THE SOIL ENGINEER. 16. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2.1. 17. ALL SLOPES GREATER THAN THREE FEET IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. la IMPORTED FILL MATERIAL SHOULD CONSIST OF ESSEN77ALLY GRANULAR, SILTY SANDS W7H LOW EXPANSION P07EN77AL AND FREE OF GRASSES WEDS ROCKS LARGER THAN SIX INCHES IN DIAMETER, DEBRIS AND SOLUBLE SULFATES IN EXCESS OF 1000 PARTS PER MILLION. IMPORTED FILL SHOULD CONTAIN SUFFICIENT SILT AND CLAY BINDER TO RENDER THEM STABLE IN FOOTING TRENCHES AND CAPABLE OF MAINTAINING SPECIFIED ELEVATION TOLERANCES DURING PAVING OPERATIONS. IMPORTED SOILS SHOULD ALSO MEET THE FOLLOWING CRITERIA. A) MAXIMUM R PASSING /200 SIEVE..............................50 B) MAXIMUM LIQUID LIMIT..................................................40 C) MAXIMUM PLASTICITY INDEX ........................................ 14 D) MINIMUM R-VALUE.......................................................50 E) MAXIMUM EXPANSION INDEX (PER 1997 UBC STANDARD 1B-2). ........... 20 PSF y 19. CLEARING AND GRUBBING - REMOVE ALL DEBRIS SUCH AS METAL, TRASH, BROKEN CONCRETE VEICETATION, OTHER BIODEGRADABLE SUBSTANCES AND UNSUITABLE SOIL FROM AREAS TO BE GRADED. UNSUITABLE SOIL IS SOIL THAT, IN THE OPINION OF THE BUILDING OFFICIAL, SOIL ENGINEER, OR CIVIL ENGINEER, IS NOT COMPETENT TO SUPPORT OTHER SOIL OR STRUCTURES OR 70 SATISFACTORILY PERFORM ANY 07HER FUNCTIONS FOR WHICH THE SOL IS INTENDED. SITE STRIPPING SHALL EXTEND TO A MINIMUM DEPTH OF 2 TO 4 INCHES OR UNTIL ALL ORGANICS IN EXCESS OF 3.S BY VOLUME ARE REMOVED. 20. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS) SHALL BE SCARIFIED SIX INCHES BROUGHT TO NEAR OPTIMUM MOISTURE AND UNIFORMLY COMPACTED AT LEAST 90R OF THE MAXIMUM DENSITY PER ASTM 01557-1557-d 7 UNLESS ESS OTHERWISE NOTED. 21. ENGINEERED FILL SHALL BE PLACED /N LAYERS NOT EXCEEDING TEN INCHES IN UNCOMPACTED THICKNESS BROUGHT TO NEAR THE OPTIMUM MOISTURE CONTENT OR TO A MOISTURE CONTENT COMMENSURATE WITH EFFECTIVE COMPACTION AND SOL STABILITY AND COMPACTED TO SOX OF THE MAXIMUM DENSITY PER ASTM D1557-78, UNLESS SPECIFIED OTHERWISE. 22. QUANTITIES FOR EARTHWORK EXCAVATION - IZ841 CY EMBANKMENT - 7,908 CY INCLUDES OWREXCAVATION QUANRRES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. IN CASE OF EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT THE ENGINEER SO THAT ADJUSTMENTS MAY BE MADE. THE CONTRACTOR SHALL NOT USE THESE QUANTITIES TO BASE HIS BID ON. 23 BUILDING PAD PREPARATION - EXCAVATE EARTH MATERIAL TO A MINIMUM ELEVATION OF 369.00 FEET FOR BUILDING S, 365.00 FEET FOR BUILDING 'T' THE BOTTOM OF THE EXCAVATION SHALL BE REVIEWED BY THE SOIL ENGINEER OR HIS REPRESENTA71VE PRIOR TO ANY BACKFILL OPERA BONS. THE TOP TWELVE (12) INCHES OF MATERIALS EXPOSED AT THE BOTTOM OF THE EXCAVATION SHALL BE SCARIFIED AND COMPACTED TO A MINIMUM OF 9OT OF ASTM D-1557. MOISTEN EXCAVATED AND IMPORTED SOLS 70 NEAR THE OPTIMUM MOISTURE OR TO A MOISTURE CONTENT CONSISTENT WITH £FTEC77VE COMPACTION AND SOIL STABILITY. COMPACT MOISTENED SOILS 70 A MINIMUM OF SOX OF THE MAXIMUM DENSITY OBTAINED BY ASTM TEST METHOD D1557 METHOD A. WORK TO LINES AT LEAST TEN FEET BEYOND THE OUTSIDE EDGES OF EXTERIOR FOOTINGS EXCEPT WHERE EXCAVATION MAY UNDERMINE OR DAMAGE ADJACENT STRUCTURES OR UTILITIES 24. PAVEMENT PREPARA BON - GROUND SURFACES TO RECEIVE CONCRETE DRIVEWAY AND BITUMINOUS PAVEMENTS SHOULD BE SCARIFIED MOISTURE CONDIRONED, AND COMPACTED TO A MINIMUM OF 90% TO A DEPTH OF 12 INCHES BELOW 771E GRADING PLANE IN CUT AREAS OR TO 12 INCHES IN AREAS TO RECEIVE FILL. IN ADDIRON, COMPACT THE TOP EIGHT INCHES TO A MINIMUM OF 95X OF THE MAXIMUM DENSITY AS OBTAINED BY AS7M TEST METHOD D155Z METHOD A. LIMNS OF PAVEMENT PREPARATION SHALL EXTEND A MINIMUM OF TWO FEET BEYOND THE OUTSIDE EDGES OF PAVEMENTS 25. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR EXCAVATION FIVE (5) FEET OR DEEPER. 26. AT THE INITIAL CONSTRUCTION MEETING PRIOR TO GRADING ACTIVITIES ALL CONSTRUCTION WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF VALLEY FEVER. 27. ALL CONSTRUCTION EQUIPMENT SHALL BE TUNED AND MAINTAINED IN ACCORDANCE WTIH THE MANUFACTURES SPECIFICATIONS. THE WORK CREWS SHALL SHUT OF CONSTRUCTION EQUIPMENT WHEN NOT IN USE. 28. IF DURING CONSTRUCTION ACTIVITIES OR GROUND DISTURBANCE, CULTURAL RESOURCES ARE UNCOVERED, THE SUBDIVIDER SHALL STOP WORK AND OBTAIN A QUALIFIED ARCHAEOLOGIST FOR FURTHER STUDY. SUBDIVIDER SHALL NOTIFY THE PROPER AUIHM77ES AND BE SUBJECT TO ANY U177GA770M MEASURES REWIRED OF THE ARCHAEOLOGIST. 29. ALL DISTURBED AREAS INCLUDING S7DRAGE PILES WHICH ARE NOT BEING ACTIVELY UTILIZED FOR C0NS7RUC770N PURPOSES SHALL BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WATER, CHEM/CAL STABILIZER/SUPPRESSANT, COVERED WIN A TARP OR OTHER SUITABLE COVER OR VEGETATIVE GROUND COVER. 30. ALL ONSI7E UNPAVED ROADS AND OFFSITE UNPAVED ACCESS ROADS SHALL BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WATER OR CHEMICAL STABILIZER/SUPPRESANT. 31. ALL LAND CLEARING GRUBBING, SCRAPING EXCAVATION, LAND LEVELING, GRADING, CUT & FILL, AND DEMOLITION ACTIVITIES SHALL BE EFFECTIVELY CONTROLLED OF FUG71VE DUST EMISSIONS UTILIZING APPLICATION OF WA TER BY PRESOAKING. 32. MHEN MATERIALS ARE TRANSPORTED OFFSITE ALL MATERIAL SHALL BE COVERED, OR EFFECTIVELY WEFIED 70 LIMIT VISIBLE DUST EMISSIONS AND AT LEAST SIX INCHES OF FREEBOARD SPACE FROM THE TOP OF THE CONTAINER SHALL BE MAINTAINED. 33 ALL OPERATIONS SHALL LIMIT OR EXPEDITIOUSLY REMOVE THE ACCUMULATION OF MUD OR DIRT FROM ADJACENT PUBLIC STREETS AT THE END OF EACH WORKDAY. (THE USE OF DRY ROTARY BRUSHES IS EXPRESSLY PROHIBITED EXCEPT WHERE PRECEDED OR ACCOMPANIED BY SUFFICIENT WETTING 70 LIMIT THE VISIBLE DUST EMISSIONS USE OF BLOM£R DEVICES IS EXPRESSLY FORBIDDEN.) 34. FOLLOWING THE ADDITION OF MATERIALS TO, OR REMOVAL OF MATERIALS FROM, THE SURFACE OF OUTDOOR STORAGE PILES SAID PILES STALL BE EFFECTIVELY STABILIZEDGI OF FUGITIVE DUST EMISSIONS UTILIZING SUFFICIENT WATER OR CHEMICAL STABILIZER/SUPPRESSANT. 35 WITHIN URBAN AREAS 7RACKOUT SHALL BE IMMEDIATELY REMOVED WHEN /T EXTENDS 50 OR MORE FEET FROM THE S17E AND AT THE END OF EACH WORKDAY. 36. ANY S17E WITH 150 OR MORE VEHICLE TRIPS PER DAY SHALL PREVENT CARRYOUT AND 7RACKOUT. 37. ASPHALT -CONCRETE PAVING SHALL COMPLY WTH SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT RULE 4641 AND RESTRICT THE USE OF CUTBACK, SLOW -CURE AND EMULSIFIED ASPHALT PAVING MATERIALS 38. CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). 39. LIMIT C0NS7RUC770N-RELATED VEHICLE SPEEDS TO 15 MPH ON ALL UNPAVED AREAS AT THE CONSTRUCTION SITE. 40. WAS/ OFF CONSTRUCTION AND HAUL TRUCKS TO MINIMIZE THE REMOVAL OF MUD AND DIRT FROM THE PROJECT SITE 41. PRIOR TO PLACEMENT OF BACKFILL, EXCAVATION BOTTOMS SHOULD BE RENEWED AND TESTED IN ACCORDANCE WTIH 774E FOLLOWING PROCEDURES 1. IN-PLACE DENSITY TESTS SHALL BE PERFORMED. THE RESULTS OF THESE TESTS SHALL BE COMPARED W7HE THE RESULTS OF TUBE DENSITY 07ERMINA77ONS MADE DURING THE PRELIMINARY SOILS INVESTIGATION IN MATERIALS DETERMINED TO BE STABLE BY LABORATORY TESTING PROCEDURES 2. WHERE TEST RESULTS INDICATE LOWER DENSITIES THAN THOSE DESCRIBED ABOVE EXCAVATION SHALL BE MADE DEEPER AS DIRECTED BY THE GE07ECHNICAL ENGNEERS REPRESENTATIVE ON THE S17E J. AT LEAST TWO EXPANSION INDEX TESTS SHOULD BE TAKEN FOR EACH BUILDING PAD TO DETERMINE SOIL EXPANSION POTENTIAL THE RESULTS OF EXPANSION INDEX TESTS SHALL BE USED TO CATAGORIZE EACH LOT FOR USE WIN THE "FOUNDATION PREPERA77ON SCHEDULE- (LOCATED IN THE SOILS REPORT). 4. THE GE07ECHNICAL ENGINEER'S REPRESENTATIVE SHALL BE NOTIFIED AT LEAST ONE (1) WORKING DAY IN ADVANCE OF PLACEMENT OF ENGINEERED FILL ON ANY EXCAVATION BOTTOM. ASSESSOR PARCEL NUMBERS 390-390-03 SITE ADDRESS: BUILDING S1 - 10402 STOCKDALE HIGHWAY BUILDING S2 - 10436 STOCKDALE HIGHWAY BUILDING S3 - 10424 STOCKDALE HIGHWAY BUILDING T1 - 10308 STOCKDALE HIGHWAY 011 t: Aunt"m 777LE SHEET DEVELOPED SITE - PHASE 5 4.58 ACRES TOTAL DISTURBED AREA 4.76 ACRES OVERALL SITE (EXCEPTING CPK AND EBAR) 51.6 ACRES GROSS TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF STOCKDALE HIGHWAY AND CALLOWAY DRIVE ELEVATION = 372.455 (USGS DATUM) LEGAL DESCWTION: PORTION OF PARCEL 5 OF PMW NO. 10-0254 PER CERTIFICATE OF COMPLIANCE RECORDED JULY 29, 2010 AS DOC. NO. 0210099613, O.R. BASIS OF BEARINGS: THE BEARING OF S8971'03•E AS SHOWN ON THE NORTH LINE OF SECTION 6 PER PARCEL MAP NO. 10625 AS FILED MARCH 9, 2001 IN PARCEL MAP BOOK 518 AT PAGES 134-137 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. NOT ONSITE STORM DRAIN & CATCH BASINS TO BE PRIVATELY MAINTAINED. SHEET INDEX: SHEET C1 - 777LE SHEET SHEET C2 - GRADING PLAN SHEET 03 - GRADING PLAN SHEET C4 - DETAILS SHEET C5 - DETAILS SHEET C6 UTILITY PLAN _- SHEET C7 - EROSION CONTROL PLAN nut AN APPROVED MAINTENANCE AGREEMENT SHALL BE RECORDED PRIOR TO BUILDING OCCUPANCY. The GRADING PLAN as shown on this drawing is hereby approved, subject to any indicated corrections or additions. Approval by the Public Works Department and Building Depadment indicates approval only as to design criteria used and conformance to City Standards. Codes and Ordinances. Engineerfor the subdivider or developershall be responsible for accuracy of calculations for this plan and shall submit a cedffied'as- golded' plan after completion of the grafting. APPROVED BY: 90,1A,41 ..a l/01 /)a 42. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINA7I01V SYSTEM (NPDES), A NOTICE OF INTENT- (NDI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT 70 DISCHARGE STORM WATER ASSOCIATED WIN CONSTRUCTION ACTIVITY (SNRCB ORDER NO. 2009 -009 -DWG AS AMENDED BY ORDER 2010 -0014 -DWG AND ORDER 2012 -0006 -DWG) MUST BE FILED W7H STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACRVITY. COMPLIANCE WIN THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL C0NS7RUC770N HOURS WASTE DISCHARGE IDENTIFICA TION (WDID) NUMBER 5F54C385513 HAS BEEN ISSUED BY THE STATE WATER RESOUORCES BOARD FOR THIS PROJECT. 43 AN OPEN S7REET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED IMTHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT,SECURITY BASED DN AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN 774E RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 44. DUST CONTROL CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON S17F AT ALL TIMES FOR THE DURATION OF CONTRACTORS OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 4S STORM WATER POLLUTION PREVENRON CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES FOR THE DURATION OF CON7RACTOR'S OCCUPANCY OF THE S17F CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 46. 24 HOUR NOTICE.. PRIOR TO THE START OF ANY PHASE OF CONS7RUCTON, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NORCE. THE SECTION MAYBE NOTIFIED AT (661) 326-3049. 47. COMPACTION TEST NOTE: COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CON7RACTM THE NUMBER AND LOCATION OF THE REWIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 4a ANY 17EMS 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 ENONEER. 49. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION (1-800-612-2444). 50. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4: 1, EXCEPT FOR 2 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 THE SIDEWALK. Know what's below. Call before you dig. 6.9-312 CITY RECORDS NO: SCA4NNE 0 x W J D U U O m p7 Ci O CTD �y ad 44' N T SOW vw CO O ap Ui o 02 LU Go y 0 p (5 10 H f Z OLU Z LU �= a W �IL V cc ahe IL aTri �+ Q Gz C--') ; 0: 00 F G IL O /\ U, P p qa8 O 8 4 3 I _\ 0 F� M � m H 16 \ _ U m 0za z D I k J W U do do N O E 0 O NED 88 0 x W J D U U O m p7 Ci O CTD �y ad 44' N T SOW vw CO O ap Ui o 02 LU Go y 0 p (5 10 H f Z OLU Z LU �= a W �IL V cc ahe IL aTri �+ Q Gz C--') ; 0: 00 F G IL O /\ U, P p qa8 O 8 4 3 LL O I _\ F� W W _ U LL O 3YP t3> L✓ "'� �° � � MONUMENT SIGN, SEE LS. PLANS r ..xS" nnvnm rve n nn num ' - _ J� y f: iF K a IG J$"WA Y CONSTRUCTION NOTES: O1 INSTALL 6° CURB & GUTTER PER DETAIL 1 ON SHEET C4, Q INSTALL 6' CONCRETE CURB PER DETAIL 2 ON SHEET C4 O3 INSTALL 2'X2' CRATED INLET PER DETAIL 8 ON SHEET C4 ® INSTALL 6' CURB & GUTTER FOR ACCESSIBLE PATH. PER DETAIL 1 ON SHEET C4. OS INSTALL LANDSCAPE AREA DRAIN PER DETAIL 19 ON SHEET C4. © SEE DETAIL 10 ON SHEET C4 FOR ACCESSIBLE STALL STRIPING & SIGNAGE 0 CONSTRUCT CURB RAMP PER DETAIL 7 ON SHEET C4. © INSTALL CLEANOUT PER DETAIL 16 ON SHEET C4. O9 CONSTRUCT CONCRETE SIDEWALK PER DETAIL 3 ON SHEET C4. 10 TYPE'A' CATCH BASIN TO BE CONSTRUCTED UNDER ENCROACHMENT PERMIT BY SEPARATE PLAN. 11 CONSTRUCT MANHOLE PER DETAIL 13 ON SHEET C4. 12 CONSTRUCT TRASH ENCLOSURE PER DETAILS ON SHEET C5. 13 INSTALL CONCRETE WHEEL STOP PER DETAIL 15 ON SHEET C4. 14 APPLY STRIPING PER DETAIL 15 ON SHEET C4. 15 INSTALL 2'%3' GRATED INLET PER DETAIL 8 ON SHEET C4, 16 INSTALL SNOUT ON OUTLET PIPE SIDE OF STRUCTURE PER DETAILS ON SHEET C6. 17 CONSTRUCT 5'x5' TREE WELL. SEE LANDSCAPE PLANS FOR DETAILS. Y / n _ Know what's below. SCALE: 1"=20' Call before you dig. 10 0 20 40 20 5 6.9-312 11 LEGEND ABBREVIATIONS - EP EDGE OF PAVEMENT TPTOP OF PAVEMENT TC TOP OF CONCRETE OE OVER–EXCAVATION FL FLOWLINE FF FINISH FLOOR CL CENTERLINE FP FINISH PAD FG FINISH GRADE G.B. GRADE BREAK DEP. DEPRESSED FC FINISH CONCRETE 3 ;,. .. ... EXISTING GROUND CONTOUR 6 1 FL PROPOSED GUTTER FLOWUNE ELEV. R315$ DIRECTION AND PERCENT OF SLOPE FOR DRAINAGE D CURVE NUMBER FOR CURVE DESCRIPTION PROPOSED 6° CURB PROPOSED CURB AND GUTTER --. -- - EXIST. CURB AND GUTTER — — OVEREXCAVATION LIMITS -- o STORM DRAIN ----- –;; - EXIST. STORM DRAIN FEE PAS, t F BAKERSFIELD EXIST. SEWER 8K 5� 1-1O.496O.R. KRRINs RIVER F A RKAlAY -- v EAST. WATER ----------- PROJECT BOUNDARY o ® DISTURBED AREA 3YP t3> L✓ "'� �° � � MONUMENT SIGN, SEE LS. PLANS r ..xS" nnvnm rve n nn num ' - _ J� y f: iF K a IG J$"WA Y CONSTRUCTION NOTES: O1 INSTALL 6° CURB & GUTTER PER DETAIL 1 ON SHEET C4, Q INSTALL 6' CONCRETE CURB PER DETAIL 2 ON SHEET C4 O3 INSTALL 2'X2' CRATED INLET PER DETAIL 8 ON SHEET C4 ® INSTALL 6' CURB & GUTTER FOR ACCESSIBLE PATH. PER DETAIL 1 ON SHEET C4. OS INSTALL LANDSCAPE AREA DRAIN PER DETAIL 19 ON SHEET C4. © SEE DETAIL 10 ON SHEET C4 FOR ACCESSIBLE STALL STRIPING & SIGNAGE 0 CONSTRUCT CURB RAMP PER DETAIL 7 ON SHEET C4. © INSTALL CLEANOUT PER DETAIL 16 ON SHEET C4. O9 CONSTRUCT CONCRETE SIDEWALK PER DETAIL 3 ON SHEET C4. 10 TYPE'A' CATCH BASIN TO BE CONSTRUCTED UNDER ENCROACHMENT PERMIT BY SEPARATE PLAN. 11 CONSTRUCT MANHOLE PER DETAIL 13 ON SHEET C4. 12 CONSTRUCT TRASH ENCLOSURE PER DETAILS ON SHEET C5. 13 INSTALL CONCRETE WHEEL STOP PER DETAIL 15 ON SHEET C4. 14 APPLY STRIPING PER DETAIL 15 ON SHEET C4. 15 INSTALL 2'%3' GRATED INLET PER DETAIL 8 ON SHEET C4, 16 INSTALL SNOUT ON OUTLET PIPE SIDE OF STRUCTURE PER DETAILS ON SHEET C6. 17 CONSTRUCT 5'x5' TREE WELL. SEE LANDSCAPE PLANS FOR DETAILS. Y / n _ Know what's below. SCALE: 1"=20' Call before you dig. 10 0 20 40 20 5 6.9-312 11 O \ a — v_ N V ~ LIGHT DUTY 6 / A.C. PAVING / UNIT EXIST OVER �J, ABBREVIATIONS. LEGEND EP ".EDGE OF PAVEMENT TP TOP OF PAVEMENT TC 'TOP OF CONCRETE OE OVER -EXCAVATION FL. FLOWI3NE FF FINISH FLOOR CL CENTERLINE FP FINISH PAD FG FINISH GRADE G.B. GRADE BREAK DEP. DEPRESSED FC FINISH CONCRETE j� EXISTING GROUND CONTOUR Q tp 110 1 FL PROPOSED GUTTER FLOWLINE ELEV. F 0.315A DIRECTION AND PERCENT OF SLOPE V FOR DRAINAGE Q. CURVE NUMBER FOR CURVE DESCRIPTION O PROPOSED 6" CURB Z Q PROPOSED CURB AND GUTTER .- -- EXIST. CURB AND GUTTER — — — — OVEREXCAVATION UMITS -- o STORM DRAIN -.._ .... .,;,__ .... EXIST. STORM DRAIN EXIST. SEWER EXIST. WATER —��------- PROJECT BOUNDARY e ®. . DISTURBED AREA .............. CURVE TABLE CURVE I RADIUS I LENGTH j TANGENT I DELTA i 30.00' 55.96' 40.46' 106'52'55" CONSTRUCTION NOTES: O INSTALL 6" CURB & GUTTER PER DETAIL 1 ON SHEET C4. O2 INSTALL 6" CONCRETE CURB PER DETAIL 2 ON SHEET C4. O INSTALL 2'0 GRATED INLET PER DETAIL 8 ON SHEET C4. ® INSTALL 6" CURB & GUTTER FOR ACCESSIBLE PATH PER DETAIL i ON SHEET C4. Q INSTALL LANDSCAPE AREA DRAIN PER DETAIL 19 ON SHEET C4. © SEE DETAIL 10 ON SHEET C4 FOR ACCESSIBLE STALL STRIPING & SIGNAGE. O7 CONSTRUCT CURB RAMP PER DETAIL 7 ON SHEET C4. OB INSTALL CLEANOUT PER DETAIL 16 ON SHEET C4. Og CONSTRUCTS CONCRETE SIDEWALK PER DETAIL 3 ON SHEET C4. 10 TYPE -A° CATCH BASIN TO BE CONSTRUCTED UNDER ENCROACHMENT PERMIT BY SEPARATE PLAN. 11 CONSTRUCT MANHOLE PER DETAIL 13 ON SHEET C4, 72 CONSTRUCT TRASH ENCLOSURE PER DETAILS ON SHEET C5. 73 INSTALL CONCRETE WHEEL STOP PER DETAIL 15 ON SHEET C4. 14 APPLY STRIPING PER DETAIL 15 ON SHEET C4. 15 INSTALL 2'X3' GRATED INLET PER DETAIL 8 ON SHEET C4. i6 INSTALL SNOUT ON OUTLET PIPE SIDE OF STRUCTURE PER DETAILS ON SHEET C6. i7 CONSTRUCT 5x5' TREE WELL. SEE LANDSCAPE PLANS FOR DETAILS. SCALE: 1"=20' 10 0 20 40 20 5 10 Know what's below. Call before you dig. 6.9-312 CITY RECORDS NO: 0 r m Q 110 O Z F f V O Z Q J S o W V � . o N � W i Q m rn Va CITY RECORDS NO: . o o rn Va o > .v �a QB� ons a x x W J a Y CD G CD O O (D O Q' co C.�) 0r O��D �dqf # .�N O W boa CL J Ta CID co Boz o �Q o co N rel /LLQ Z O W 3 �Q W > �3 a W a c3 �x c -D m c a 0) 0 x W J C a' W W m W P1 m 0LL GENERAL NOTES: -`4A MORTARSH Cwssr a GW PART AwAND MIDEAST ROMPOW20 24 2% sero. OF SIRAMMAMM ♦JnN ANGROMIRENNOE UTH ME SHAH 8'/10' NDS ROUND POLYDLLFIN GRAZE WITH U.V. A CwwT ro TMD PARIS O' CLwN. MELL aA0F0 az" WITHIN ADA PATH ax 2% ,ImnS IN BE FRRm nm MORTAR ARE tEARY ilwY STANDARD GALvANz3) STEvs a ,s• SLOPE TO DRAIN EI INHIBITSLOPE TO GRAN p10/y1040), OR APPROVED EQUAL r ( ) .SIDEWALK 1.-- I I RAKED w rAFEB w a OF MR. w-armt s xuAlac mvtx rzc®s s. _ SIDEWALK' x I• Maxaz I FRONT EDGE PaR.or saNw aAss •e• cDxaalE oTUAR R=t/z" a o c X -R99 (CA) DISABLED PARKING e• Ulm COMPACTED SOIL A.C. PAVEMENT o c 1 - ry o I OF .SIDEWALK SIGN. LOCATED IN FRONT OF z, M,ImNA uaa a� slaw onus• w -' y Ice J SEE NOTE 9 I'e SL PE ' J I N 1 I _ H xcllw suis a swua Br A Iaxr-sru w G+ ALL ACCESSIBLE STALLS. X x• au. Cow vAa® T1w T(P Alm eorlw Axxn aF TtE Loxes xANNwE 6'/8" PVC DRAIN ELBOW // /•✓ . .Q a i 6 else APN DUBS 6"/8" DRAIN PIPE o n .. T YNAIaE$ nCdRMAINe nAETa MR S4ll. BE m : ; :. ; . E DGE cO Typ PARKING IT�• aG EosMmna .Tx MATmmas n an OF nes R=1/2* R i' ✓ v >_. OF z Q nuowno xulrmq:. LK °8 RETAINING ONLY t. MANNNE casuxm MuNa o N. mmo -a' cAsar SEAT amuTEn Ixro xunac COMPACTED AND CRUSHED STONECURBBOTHM a o eP. o-RND atn a. 88"S� SIDES OF wMWCWT asuwn nro xAxxaE ONS.R Max 8888°�� °' RAMP) azND MAS' NSTRICs rnm c HIM VARnSX f1' OEPRESSIONI MAX CUTLER CL 2 AGG BASE AT CURB °° `�� NR, AND MANHOX %G sA1s PRFLIST aim \ / A A 1 R7 -BB "VAN ACCESSIBLE` aAs •A• txro wxxale xuu. LXYANNUN Nmn I a eA. JY min Amu .vv,.•_m, m °e 'SEE FOR FRAME __-. _._ _..... ® 1.1111k � WEAKENED PLANE JTS. EA. 15' MINIMUM 9'x12" SIGN STATING "MINIMUM r<t A- POURED um PAW, c4 ` - POUR ON .COMPACTED SUBGRADE CASE. A FINE 5250' LOCATED IN FRONT OF SECTION Ism nL PLAN L ■ ¢ FINE AND C DE NL4 V GUTTER ALL ACCESSIBLE PARKING STALLS. FLOWLINE TOP OF RAMP 4•_p° M;n $25D 19 ALHAMBRA A-325 J 1 6" CURB & GUTTER GUTTER ROUNDED } 13 MANHOLE W1 ECCENTRIC CONE C4 N.T.S. FLOWUNE TOP OF RAMP 14'4'-0" Min SEE NOTE 8 G4 No N.T.S. ROUNDED�Y J 2X Max T C4 N. T. S. SEE NOTE 8 8.338 Max 2" STEEL PIPE, ROUND OR 8.33X Max 2% Max _T SECTION A -A SgUARE, SET IN CONCRETE SEC11ON A -A an EXPANSION JOINT Z 2'-6' MIN. TO CURB �METAL.A• 226%.6w• + :m O NO AT SIDEWALKS. NOTES: tw• tw• tW *01 6' RETAINING CURB IF 1. As site conditions dictate, Case A through Case G curb ramps ma yy be o R.A. m o CONCRETE wAuc, �--{ -�/ NECESSARY AT EDGE used for corner installations similar to those shown In Detol A and m �`" WHERE OCCURS. r 0 a 0 `a OF SIDEWALK Detail B. The case of curb ramps used in Detail. A do not have to DETAIL •A" m - - - 5¢ be the same. Case A through Case G curb ramps also may be used at 24 aEnR wwnc OU X 7 - A.C. PAVEMENT io r W -O• ,sulxr" Marts Z O ;? k mid block locations, as site conditions dictate. In ALL FRAMES AND GONERS SH,6L BE TOUGH. GUY CAST Q J iw 2. If distance from curb to back of sidewalk is too short to IRON,. FREE FRON WARPS, auacs, HQ Es, swiss. Arm -i Q y accommodate ram CC and 4'-2" platform (landing) as shown in Case A. SECTION A -A can -SHOT Also SULL HAVE A wORMl RNISE W 'U " GO 29. Max the sidewalk may be depressed longitudinally as In Case B or C or CASTINGS. SHAUL CONFORM TO WE REMOVE a THE SIDEWALK may be widened as in Case D. sEaOcwnws FON auY-IRON CASTINGS. sERML i tj .- Y DOME TOP OF CONC FTG r PATIDN IETIaQ DESIGNATION AeIM;AAB(lmnf nu cls NO, cxa L UFRONTgED�G�E ^^° ° °° 8.33% NY xw w Hp N f \': 00 oo8x $$8888888 Max 3. When ramp is located (n center of curb return, crosswalk Au: FRANCE Nm covers sxAu BE rsslFn Fw AcamAcr p LL +p 9 • L oo°Oao°°° a X OF MY AND SHALL BE MARKED IN Sie MOR TO DBUMERY. NOTE, cL 2 AGG.BASE 288 088 ce o confguratwn must be similar to that shown for Deta(I. B. Oto °0°99°880 CLASS "B' CONCRETE (5 SACK) 88888888' 8000 8 THE RATE OF FRAMES AND BEARING FACES aF INE COVERS N � m 8888°°°OX 4. As site conditions dictate, the retaining curb side and the flared rPAVEMENT SURFACE A A NO I SAA OOrN NON-Roaclxc Frt Y r ExPM75lIXR JOINTS EA. 30' °°°°8888o8fT 8 °°°8 side of the Casa G ramp shall be constructed in reversed position. f Q WEAKENED PLANE JTS. U. 15' CASINGS SHALL BE.. THOROUGHLY aruvED AND DINK0 m POUR ON COMPACTED SUBGRAOE J / ' / / / ' / ' / ' $ b 5. If located on a curve, the sides of the ramp need not be parallel, -1 / TwCE m A ala-wnxa .cT-eIACM ASPxuTm cwPwxD C SEE NOTE 9 but the minimum width of the ramp shall be 4'-2"• ��� 'I / /' TO MWVX AFROTEcmt=. GOATMro. 2 OF SIDEWALK T E NAME Q WNUFAC WIG CO PN SHALL BE w HE 6 CONCRETE CURB 6. Side slope of ramp flares var uniformly from a maximum of 9.0% at uxow SIDE a WE x AA. curb to Conform with Ion l mal sidewalk slope adjacent to top of +N• Srr IIRIIwG N.TS. S CA JE C g OP )0 Earn Pa . MAWC E FRAME SHALL WON NOT LESS MAN DID POUNDS (A`4 the ramp, except in Case C and Case F. '' ,'�' w MORE nrAw 2x0 rouNDs mE wvw WAIN IAw xor MANHOLE LESS WAN 121 POUNDS ON MOUE MAN 200 POUNDS RETAINING CURB 7 SH Transitions from ramps and lending to walks, gutters or streets NANH= Cows AH HUE A sirs -DRAINING BUND IF NECESSARY shall be flush (no lip) and free of abrupt changes.GUTTER z Ma HSE OFSOME TWE.. \t bi FLOWENE __ ___________ B. Counter slopes of adjoining gutters and road surfaces. immediately T ----- adjacent to and within 24 orches of the curb ram shall not be `" m steeper than 1V'20H (5.0 Gutter pan slope shag net exceed ,• of '` 14 MANHOLE. FRAME & C01/ER Ia "� �_ , " VARIES depth for each 2'-0' of width. 0 z %Max T C4 N. T. a NOTE B 9. Curb ramps shall haw a detectable warning surface that extends SECTION C -C the full width and S-0" depth of the ramp. A 4-0" wide detectable ) P warning surface may be used on a 4'-2" wide curb ramp. Detectable Warning Surfaces shall conform. to the requirements in the Standard CONCRETE FOOTING 1STD38 Speciflcatione, I= PARKING LOT NOIES 0.45" Min AND 0. TOP Oala ,.-�) 10. Sidewalk and ramp thickness, "Y, shall be 31/2" minimum. 1. BUMPER BLOCKS SNAIL BE COMMERCIALLY AVAILABLE PRE -CAST CONCRETE UNIT. '� L� �j 11. Utility pull boxes, manholes, vaults and all other utility facilities 0.9 Min AND 0.92" Max J,,_ ❑ x / ® p Oo within the boundaries the the curb ramp will be relocated. or THE PARKING BUMPER MUSTCO BE 46 INCHES LONG MINIMUM, NOMINALLY B• RIDE AND LO ATEI WITH BASE Dia �r a adjusted to grade by Ne owner prior to, or in conjunction with, BOTH TIX' LONGITUDINAL CORNERS CONTINUOUSLY CHAMFERED, AND ANCHOR HOLES LOCATED 9 INCfiES O 2.3" Min AND N2.4'TE Max Q Q Q curb ramp construction. m FROM EACH END. MINOR VARIATIONS IN CROSS-SECTIONAL DIMENSIONS ARE ACCEPTABLE g`HNC CENTER TO CENTER 12. Detectable warning surface may have to be cut to allow removal of m N o SPACING ® ® ® Y ANCHOR DOWELS MUST BE BAR RDNFORCEAIENT STEEL, COMMERCIALLY AVAILABLE, 31 INCH DIAMETER, >� utility covers while maintaining full detectable warning width AND 15 INCHES LONG. w SCORE EWALK o and depth. 30" O.C. BOTH WAYS 10" DIA 2. SWEEP PARKING LOT BEFORE STRIPING Bx RAISED TRUNCATED DOME 3. USE CHLORINATED RUBBER -ALKYD TYPE, AASHTO M248, TYPE, PAINT. APPLY PAINT WITH MECHANICAL EQUIPMENT TO PRODUCE UNIFORM STRAIGHT EDGES. APPLY AT MANUFACTURER'S RAISED TRUNCATED DOME PATTERN (IN-LINE) NORMAL NSED RATES 70 PROWDE MINIMUM DI TO 15 MILS DRY THICKNESS. USE WHITE COLOR FOR J NORMAL STRIPING AND BLUE COLOR AT HANDICAP 15 MILS DETECTABLE WARNING SURFACE 12 4. PARKING LOT STRIPING SHALL BE 41NCHES WIDE ACCESSIBLE PARKING STALL SIGN See Note 9 � G4 N. TS. 5. COMPLY WITH ADA REQUIREMENTS F012 HANDICAP STRIPING AND SIGNAGE. K, z 7 ACCESSIBLE CURB R 15 VARIES AMPS STRIPING NOTES s a C4 N.r.s C4 N.T.S. SLOPE 1/4" PER FT. MAX < Ii ( ,7ED ADA SIGN, SEE DETAIL 'ry LABEL COVER DRAIN 0 G. CONCRETE ON 6" MIN. 12 N h O.G. COMPACTED TO 90% STXX ANDARD CURB CURB A, GUTTER �- �- C4 - r PRECAST STRUCTURE WALL AND FLOCR x LWT` x' 2' 2' 6/NO BACK Cf WALK 1. SLOPE IS 1/4' PER FOOT FROM TOP OF CURB TO PROPERTY UNE M 2. CONCRETE FOR SIDEWALK SHALL BE CLASS B (5 SACKS PER CU. YD.) !. 3. EXPANSION JOINTS VALL BE EVERY 30' OR AS INSTRUCTED BY ENGINEER N T v /- /- �` Y " SAND BEDDING AND BACKFILL �VERPER TIPLAALNWRB FERRULE ANOCLEANOUT UP�GBRASS COMPACTED TO 95% ASTM PRE -CAST CONCRETE 3 CONCRETE SIDEWALK PLAN VlE(N D1557. MIN S.E. - 45 BOX BROOKS PRODUCTS NO. 5HL WITH COVER 6" THICK CONCRETE APRON NO. 3T IN TRAFFIC AREA Q N.TS. S 2 DEPRESSION - TAPERED NO. OUT RISER (6" MAX.) C"A4 FROM LEVEL GRATE TO 4' WIDE PAINTED MATCH SURROUND/NGS BLUE STRIPING, SOIL OR `$ WASTE UNE 2 COATS (TYP.) WHITE STRIPING (=Fj OPROY DE TRAFFIC RATED WELDED TMP. 4" 0 36" O.C. 2 EEL ORATE SLNT-2 & BACKER ROD STRIPING MUST BE W LIGHT COLOR IF 4° WIDE PAINTED 16 CLEANOUT TO GRADE < INSTALLED ON ASPHALT. BLUE STRIPING, N. T.Ss2 COATS (TYP.) C4 Y1/2OFp�OINT FILLER 1 2•''zI-Hr � �..4CO2 z X 6• u3z-ITso 0 3'-0" SQUARE SYMBOL O KNOCKOUTS OF ACCESSIBILITY; O Y Q c PAINT (2) WITH COATS WHITE O p a c (VAN ACCESSIBLE) BEADED REFl.ECHVE PAINT I v �� r OVER (2) COATS BLUE I P.L go ad BACKGROUND PAINT:) NT CONC SIDEWALK. / 6' N zA SLAB a FIN. Gf?AD£ 4:1 MAX. SLOPE ; F G 4 EXPANSION JOINT DETAIL NOS �� NO PARKING ¢I a• 2. Lu �� 44 1:11, ♦/� C4 N. T.S. ALL C.B. ARE CHRISTY U23 UNLESS SPECIFIED Y 1 d R�4 OTHERWISE. (SEE DRAINAGE PLAN) ALIGN, TMP. 12" HIGH LETTERS, Y I F O J CHRISTY U23 CATCHBASIN WITH CHRISTY H2O HEAVY DUN PAINTED WHITE, 40 E0. E0. Ib 1 GRATES LOCATED IN T00T TRAFFIC AREAS WELDED STEEL GRATE, OR APPROVED EQUAL GRATE AND 2 COATS TMP.013 SCOMALL BE PLIANTU21-HT BOLT DOWN TYPE ADA. ( ) TMP. TMP. d I W FRAME SHALL BE GALVANIZED AFTER FABRICATION. 9'-0' MIN. 8'-0' 9'-0" MIN. 2" N I O 03 03 W ACCESSIBLE AISLE: @ I Cb r D 5'-0" MIN. FOR REGULAR & T� ' TOOLED RADIUS JOINT CLASS B CONCRETE �X8'-D" MIN.. FOR VAN SPACE i � O� yW� v . 2" ... 112" 2 � 6" I zS �i a 1TYR 10 ACCESSIBLE PARKING STALL 17 SECTION > o� CONSTRUCT CONCRETE APRON ALL CONCRETE SLAB AROUND WHERE C.B. IS WITHINN.TS C4 N. TS. I A.C. PAVING, OR CONCRETE GUTTER. C4 5 D NON -COHESIVE BACKFILL, CONTROL JOINT DETAIL a 6" COMPACTED TO 909. d in cc G4 N. TS. CONTINUOUS RUBBER WATERSTOP (TYP.) GRATED INLET DETAIL w"D a'RnwAan� °AcG Cor 0- y N. T S AsrA,a o as wwaSANG R/W w�iH aam'ABeNEs R`'° Tyr as sro9iw�. INN 355' Q yy VARIES 6' WIDE VARIES s MY BIT RISEN imi® �FS� cCOWMACM TV L.S. MEANDERING L.S. d WNZESAMYBE rtaANm AT_ SHOW ON GMNLB ALL MFORMAmoN SIDEWALK Iy NATIVE BACKFILL SS er AND NON AW mYTO MAG MA)ING. AL 2. 0 2X 2' 0 2X Q MUE PAINTED BApnARIX/NO PROVIINCTV BE PERMANENTLY ALL y COMPACTED 70 aR /5060 PER IS 595A. °' 2X MAX ~ W '-� BOX RELATIVE 4:1� 4:/ F r DENSITY i MEETTpp��LL// PARMNG LOT ' IDfNTIRERP APE. N 2'"WISr Y02X 2'028 . j 6' CONCRETE CURB, IXI5F. CURB & WT1ER ro COMPACTEDMA 0/AL .sic DETAIL 1, SHEET C4 O 90%RELATIVE DENSITY FINISH GRADE DEN Is SECTION C4 N. TS. 10 F 6" 6" EXCAVATE TO CLEAR NH/2 PNNRD SrMeaL W MIN. MIN. Know what's below. s CFM'FOINN m D62"NSONS W PI BELL FIGURE Ha Fre-lam, Som C11I before you dig. w dM PIPE D.D. +1r' wa tlEed4 11 CA ESSI BL PARKING LOT ENTRANCE SIGN U� 6 DRAIN TRENCH DETAIL 9 INTERNATIONAL ACCESSIBILITY SYMBOL C4 N.TS 6.9-312 N. T.S. M C4 N. TS. C4 CITY RECORDS NO:IL I� CROSS SLOPE AT A CURB RAMP. MD.IE. CLASS B'_CONCRETE (55ACK) ° 4-0" 4-0 Mtn E NOTE 9 CASE F ACCESSIBLE SIGN LOCATED IN FRONT OF EACH VAN ACCESSIBLESPACE. "`""" T=mpNAy9y �A """' GRATE SIZES " PPE SIZE RATE SIZE NBS PART 6" 10" LXYANNUN Nmn I a eA. JY min Amu .vv,.•_m, m °e 'SEE FOR FRAME __-. _._ _..... ® 1.1111k � WEAKENED PLANE JTS. EA. 15' MINIMUM 9'x12" SIGN STATING "MINIMUM r<t A- POURED um PAW, c4 ` - POUR ON .COMPACTED SUBGRADE CASE. A FINE 5250' LOCATED IN FRONT OF SECTION Ism nL PLAN L ■ ¢ FINE AND C DE NL4 V GUTTER ALL ACCESSIBLE PARKING STALLS. FLOWLINE TOP OF RAMP 4•_p° M;n $25D 19 ALHAMBRA A-325 J 1 6" CURB & GUTTER GUTTER ROUNDED } 13 MANHOLE W1 ECCENTRIC CONE C4 N.T.S. FLOWUNE TOP OF RAMP 14'4'-0" Min SEE NOTE 8 G4 No N.T.S. ROUNDED�Y J 2X Max T C4 N. T. S. SEE NOTE 8 8.338 Max 2" STEEL PIPE, ROUND OR 8.33X Max 2% Max _T SECTION A -A SgUARE, SET IN CONCRETE SEC11ON A -A an EXPANSION JOINT Z 2'-6' MIN. TO CURB �METAL.A• 226%.6w• + :m O NO AT SIDEWALKS. NOTES: tw• tw• tW *01 6' RETAINING CURB IF 1. As site conditions dictate, Case A through Case G curb ramps ma yy be o R.A. m o CONCRETE wAuc, �--{ -�/ NECESSARY AT EDGE used for corner installations similar to those shown In Detol A and m �`" WHERE OCCURS. r 0 a 0 `a OF SIDEWALK Detail B. The case of curb ramps used in Detail. A do not have to DETAIL •A" m - - - 5¢ be the same. Case A through Case G curb ramps also may be used at 24 aEnR wwnc OU X 7 - A.C. PAVEMENT io r W -O• ,sulxr" Marts Z O ;? k mid block locations, as site conditions dictate. In ALL FRAMES AND GONERS SH,6L BE TOUGH. GUY CAST Q J iw 2. If distance from curb to back of sidewalk is too short to IRON,. FREE FRON WARPS, auacs, HQ Es, swiss. Arm -i Q y accommodate ram CC and 4'-2" platform (landing) as shown in Case A. SECTION A -A can -SHOT Also SULL HAVE A wORMl RNISE W 'U " GO 29. Max the sidewalk may be depressed longitudinally as In Case B or C or CASTINGS. SHAUL CONFORM TO WE REMOVE a THE SIDEWALK may be widened as in Case D. sEaOcwnws FON auY-IRON CASTINGS. sERML i tj .- Y DOME TOP OF CONC FTG r PATIDN IETIaQ DESIGNATION AeIM;AAB(lmnf nu cls NO, cxa L UFRONTgED�G�E ^^° ° °° 8.33% NY xw w Hp N f \': 00 oo8x $$8888888 Max 3. When ramp is located (n center of curb return, crosswalk Au: FRANCE Nm covers sxAu BE rsslFn Fw AcamAcr p LL +p 9 • L oo°Oao°°° a X OF MY AND SHALL BE MARKED IN Sie MOR TO DBUMERY. NOTE, cL 2 AGG.BASE 288 088 ce o confguratwn must be similar to that shown for Deta(I. B. Oto °0°99°880 CLASS "B' CONCRETE (5 SACK) 88888888' 8000 8 THE RATE OF FRAMES AND BEARING FACES aF INE COVERS N � m 8888°°°OX 4. As site conditions dictate, the retaining curb side and the flared rPAVEMENT SURFACE A A NO I SAA OOrN NON-Roaclxc Frt Y r ExPM75lIXR JOINTS EA. 30' °°°°8888o8fT 8 °°°8 side of the Casa G ramp shall be constructed in reversed position. f Q WEAKENED PLANE JTS. U. 15' CASINGS SHALL BE.. THOROUGHLY aruvED AND DINK0 m POUR ON COMPACTED SUBGRAOE J / ' / / / ' / ' / ' $ b 5. If located on a curve, the sides of the ramp need not be parallel, -1 / TwCE m A ala-wnxa .cT-eIACM ASPxuTm cwPwxD C SEE NOTE 9 but the minimum width of the ramp shall be 4'-2"• ��� 'I / /' TO MWVX AFROTEcmt=. GOATMro. 2 OF SIDEWALK T E NAME Q WNUFAC WIG CO PN SHALL BE w HE 6 CONCRETE CURB 6. Side slope of ramp flares var uniformly from a maximum of 9.0% at uxow SIDE a WE x AA. curb to Conform with Ion l mal sidewalk slope adjacent to top of +N• Srr IIRIIwG N.TS. S CA JE C g OP )0 Earn Pa . MAWC E FRAME SHALL WON NOT LESS MAN DID POUNDS (A`4 the ramp, except in Case C and Case F. '' ,'�' w MORE nrAw 2x0 rouNDs mE wvw WAIN IAw xor MANHOLE LESS WAN 121 POUNDS ON MOUE MAN 200 POUNDS RETAINING CURB 7 SH Transitions from ramps and lending to walks, gutters or streets NANH= Cows AH HUE A sirs -DRAINING BUND IF NECESSARY shall be flush (no lip) and free of abrupt changes.GUTTER z Ma HSE OFSOME TWE.. \t bi FLOWENE __ ___________ B. Counter slopes of adjoining gutters and road surfaces. immediately T ----- adjacent to and within 24 orches of the curb ram shall not be `" m steeper than 1V'20H (5.0 Gutter pan slope shag net exceed ,• of '` 14 MANHOLE. FRAME & C01/ER Ia "� �_ , " VARIES depth for each 2'-0' of width. 0 z %Max T C4 N. T. a NOTE B 9. Curb ramps shall haw a detectable warning surface that extends SECTION C -C the full width and S-0" depth of the ramp. A 4-0" wide detectable ) P warning surface may be used on a 4'-2" wide curb ramp. Detectable Warning Surfaces shall conform. to the requirements in the Standard CONCRETE FOOTING 1STD38 Speciflcatione, I= PARKING LOT NOIES 0.45" Min AND 0. TOP Oala ,.-�) 10. Sidewalk and ramp thickness, "Y, shall be 31/2" minimum. 1. BUMPER BLOCKS SNAIL BE COMMERCIALLY AVAILABLE PRE -CAST CONCRETE UNIT. '� L� �j 11. Utility pull boxes, manholes, vaults and all other utility facilities 0.9 Min AND 0.92" Max J,,_ ❑ x / ® p Oo within the boundaries the the curb ramp will be relocated. or THE PARKING BUMPER MUSTCO BE 46 INCHES LONG MINIMUM, NOMINALLY B• RIDE AND LO ATEI WITH BASE Dia �r a adjusted to grade by Ne owner prior to, or in conjunction with, BOTH TIX' LONGITUDINAL CORNERS CONTINUOUSLY CHAMFERED, AND ANCHOR HOLES LOCATED 9 INCfiES O 2.3" Min AND N2.4'TE Max Q Q Q curb ramp construction. m FROM EACH END. MINOR VARIATIONS IN CROSS-SECTIONAL DIMENSIONS ARE ACCEPTABLE g`HNC CENTER TO CENTER 12. Detectable warning surface may have to be cut to allow removal of m N o SPACING ® ® ® Y ANCHOR DOWELS MUST BE BAR RDNFORCEAIENT STEEL, COMMERCIALLY AVAILABLE, 31 INCH DIAMETER, >� utility covers while maintaining full detectable warning width AND 15 INCHES LONG. w SCORE EWALK o and depth. 30" O.C. BOTH WAYS 10" DIA 2. SWEEP PARKING LOT BEFORE STRIPING Bx RAISED TRUNCATED DOME 3. USE CHLORINATED RUBBER -ALKYD TYPE, AASHTO M248, TYPE, PAINT. APPLY PAINT WITH MECHANICAL EQUIPMENT TO PRODUCE UNIFORM STRAIGHT EDGES. APPLY AT MANUFACTURER'S RAISED TRUNCATED DOME PATTERN (IN-LINE) NORMAL NSED RATES 70 PROWDE MINIMUM DI TO 15 MILS DRY THICKNESS. USE WHITE COLOR FOR J NORMAL STRIPING AND BLUE COLOR AT HANDICAP 15 MILS DETECTABLE WARNING SURFACE 12 4. PARKING LOT STRIPING SHALL BE 41NCHES WIDE ACCESSIBLE PARKING STALL SIGN See Note 9 � G4 N. TS. 5. COMPLY WITH ADA REQUIREMENTS F012 HANDICAP STRIPING AND SIGNAGE. K, z 7 ACCESSIBLE CURB R 15 VARIES AMPS STRIPING NOTES s a C4 N.r.s C4 N.T.S. SLOPE 1/4" PER FT. MAX < Ii ( ,7ED ADA SIGN, SEE DETAIL 'ry LABEL COVER DRAIN 0 G. CONCRETE ON 6" MIN. 12 N h O.G. COMPACTED TO 90% STXX ANDARD CURB CURB A, GUTTER �- �- C4 - r PRECAST STRUCTURE WALL AND FLOCR x LWT` x' 2' 2' 6/NO BACK Cf WALK 1. SLOPE IS 1/4' PER FOOT FROM TOP OF CURB TO PROPERTY UNE M 2. CONCRETE FOR SIDEWALK SHALL BE CLASS B (5 SACKS PER CU. YD.) !. 3. EXPANSION JOINTS VALL BE EVERY 30' OR AS INSTRUCTED BY ENGINEER N T v /- /- �` Y " SAND BEDDING AND BACKFILL �VERPER TIPLAALNWRB FERRULE ANOCLEANOUT UP�GBRASS COMPACTED TO 95% ASTM PRE -CAST CONCRETE 3 CONCRETE SIDEWALK PLAN VlE(N D1557. MIN S.E. - 45 BOX BROOKS PRODUCTS NO. 5HL WITH COVER 6" THICK CONCRETE APRON NO. 3T IN TRAFFIC AREA Q N.TS. S 2 DEPRESSION - TAPERED NO. OUT RISER (6" MAX.) C"A4 FROM LEVEL GRATE TO 4' WIDE PAINTED MATCH SURROUND/NGS BLUE STRIPING, SOIL OR `$ WASTE UNE 2 COATS (TYP.) WHITE STRIPING (=Fj OPROY DE TRAFFIC RATED WELDED TMP. 4" 0 36" O.C. 2 EEL ORATE SLNT-2 & BACKER ROD STRIPING MUST BE W LIGHT COLOR IF 4° WIDE PAINTED 16 CLEANOUT TO GRADE < INSTALLED ON ASPHALT. BLUE STRIPING, N. T.Ss2 COATS (TYP.) C4 Y1/2OFp�OINT FILLER 1 2•''zI-Hr � �..4CO2 z X 6• u3z-ITso 0 3'-0" SQUARE SYMBOL O KNOCKOUTS OF ACCESSIBILITY; O Y Q c PAINT (2) WITH COATS WHITE O p a c (VAN ACCESSIBLE) BEADED REFl.ECHVE PAINT I v �� r OVER (2) COATS BLUE I P.L go ad BACKGROUND PAINT:) NT CONC SIDEWALK. / 6' N zA SLAB a FIN. Gf?AD£ 4:1 MAX. SLOPE ; F G 4 EXPANSION JOINT DETAIL NOS �� NO PARKING ¢I a• 2. Lu �� 44 1:11, ♦/� C4 N. T.S. ALL C.B. ARE CHRISTY U23 UNLESS SPECIFIED Y 1 d R�4 OTHERWISE. (SEE DRAINAGE PLAN) ALIGN, TMP. 12" HIGH LETTERS, Y I F O J CHRISTY U23 CATCHBASIN WITH CHRISTY H2O HEAVY DUN PAINTED WHITE, 40 E0. E0. Ib 1 GRATES LOCATED IN T00T TRAFFIC AREAS WELDED STEEL GRATE, OR APPROVED EQUAL GRATE AND 2 COATS TMP.013 SCOMALL BE PLIANTU21-HT BOLT DOWN TYPE ADA. ( ) TMP. TMP. d I W FRAME SHALL BE GALVANIZED AFTER FABRICATION. 9'-0' MIN. 8'-0' 9'-0" MIN. 2" N I O 03 03 W ACCESSIBLE AISLE: @ I Cb r D 5'-0" MIN. FOR REGULAR & T� ' TOOLED RADIUS JOINT CLASS B CONCRETE �X8'-D" MIN.. FOR VAN SPACE i � O� yW� v . 2" ... 112" 2 � 6" I zS �i a 1TYR 10 ACCESSIBLE PARKING STALL 17 SECTION > o� CONSTRUCT CONCRETE APRON ALL CONCRETE SLAB AROUND WHERE C.B. IS WITHINN.TS C4 N. TS. I A.C. PAVING, OR CONCRETE GUTTER. C4 5 D NON -COHESIVE BACKFILL, CONTROL JOINT DETAIL a 6" COMPACTED TO 909. d in cc G4 N. TS. CONTINUOUS RUBBER WATERSTOP (TYP.) GRATED INLET DETAIL w"D a'RnwAan� °AcG Cor 0- y N. T S AsrA,a o as wwaSANG R/W w�iH aam'ABeNEs R`'° Tyr as sro9iw�. INN 355' Q yy VARIES 6' WIDE VARIES s MY BIT RISEN imi® �FS� cCOWMACM TV L.S. MEANDERING L.S. d WNZESAMYBE rtaANm AT_ SHOW ON GMNLB ALL MFORMAmoN SIDEWALK Iy NATIVE BACKFILL SS er AND NON AW mYTO MAG MA)ING. AL 2. 0 2X 2' 0 2X Q MUE PAINTED BApnARIX/NO PROVIINCTV BE PERMANENTLY ALL y COMPACTED 70 aR /5060 PER IS 595A. °' 2X MAX ~ W '-� BOX RELATIVE 4:1� 4:/ F r DENSITY i MEETTpp��LL// PARMNG LOT ' IDfNTIRERP APE. N 2'"WISr Y02X 2'028 . j 6' CONCRETE CURB, IXI5F. CURB & WT1ER ro COMPACTEDMA 0/AL .sic DETAIL 1, SHEET C4 O 90%RELATIVE DENSITY FINISH GRADE DEN Is SECTION C4 N. TS. 10 F 6" 6" EXCAVATE TO CLEAR NH/2 PNNRD SrMeaL W MIN. MIN. Know what's below. s CFM'FOINN m D62"NSONS W PI BELL FIGURE Ha Fre-lam, Som C11I before you dig. w dM PIPE D.D. +1r' wa tlEed4 11 CA ESSI BL PARKING LOT ENTRANCE SIGN U� 6 DRAIN TRENCH DETAIL 9 INTERNATIONAL ACCESSIBILITY SYMBOL C4 N.TS 6.9-312 N. T.S. M C4 N. TS. C4 CITY RECORDS NO:IL I� 8x8xi6 CONCRETE BLOCK 25 WALL; FINISH PER ELEVATIONS 22'_8+ C- CURB L 6x6 TRELLIS POST, TYP. 23 r2_1*'_ TRASH ENCLOSURE PLAN CS N. TS. 22 TRASH ENCLOSURE ROOF PLAN C5 N. T S ATTACH VERCO 1 N' DEEP VERCOR 20 GA. G60 GALVANIZED CORRUGATED SHEET METAL TO COVER THE UNDERSIDE OF THE TRELLIS SLOPE ® 1/8" PER FT. TO REAR ME — TRELLIS CONSTRUCTION BY SEPARATE PERMIT CONCRETE BLOCK WALL WITH PLASTER TO MATCH BUILDING FINISH & PRIMARY COLOR. INTERIOR SURFACE TO BE SMOOTH & NON-ABSORBENT AND ALSO TO MATCH BUILDING FINISH & COLOR 4X8 ®12" O.C. 5-1/8"X15" GLULAM BEAM 6"x6" WOOD POST L- BRICK VENEER TO L- METAL FRAME DOUBLE DOORS, SEE JAMB MATCH BUILDING DETAIL FOR CONSTRUCTION; PAINT DOOR STANDARD & JAMB SW7647 'CRUSHED ICE' 23 TRASH ENCLOSURE ELEVATION C5 N. T.S. TRELLIS CONSTRUCTION ATTACH VERCO 1 A" DEEP VERCOR 20 BY SEPARATE PERMIT GA. 060 GALVANIZED CORRUGATED 4X8 012" O.C. SHEET METAL TO COVER THE UNDERSIDE OF THE TRELLIS SLOPE 5-1/8"X15" 01/8" PER FT, TO REAR GLULAM BEAM i CONCRETE BLOCK WALL WITH PLASTER TO MATCH 0 30 BUILDING FINISH & '. PRIMARY COLOR. INTERIOR SURFACE TO BE SMOOTH & NON-ABSORBENT AND ALSO TO MATCH �i BUILDING FINISH & COLOR 6x6 POST BRICK 4VENEERTO BEYOND MATCH BUILDING STANDARD 24 TRASH ENCLOSURE ELEVATION C5 N. TS. ATTACH VERCO 1 A" DEEP VERCOR 20 GA. G60 GALVANIZED CORRUGATED TRELLIS CONSTRUCTION SHEET METAL TO COVER THE BY SEPARATE PERMIT UNDERSIDE OF THE TRELLIS SLOPE ® 1/8" PER FT. TO REAR 4X8 ®12" O.C. 28 _- 5-1 /8"X15" GLULAM -------------- BEAM D.C. WOOD POST rL BRICK VENEER TO L- CONCRETE BLOCK WALL WITH PLASTER TO MATCH BUILDING MATCH BUILDING FINISH & PRIMARY COLO STANDARD INTERIOR SURFACE TO BE SMOOTH & NON-ABSORBENT AND ALSO TO MATCH BUILDING FINISH & COLOR 25 TRASH ENCLOSURE ELEVATION CJr. N.T.S. Q 0 8x8x16 PRECISION BLOCK _D 7/8" EXT. PLASTER. OVER PER ELEVATIONS M m rn Q Z 4x4x1/4" TUBE COL. WITH 9/4" CAP ON R �.&'ft PARKY'AY SK.50nG V'Q C9H Oft TOP OF TUBE; WELD & GRIND SMOOTH. Z O I ___ z ___ __, ____ TUBE SHALL EXTEND INTO THE GROUND w U W t MIN. 1/3 THE LENGTH (MIN. 24" FOR 6' �i N o t �I wI N W m } SELF-CLOSING. HINGE 0 EACH. DOOR m 22 GA. G.I. DECKING WELDED TO ANGLE of r> 3x3x1/8" STL. ANGLE FRAME PRIME AND PAINT 2 PAIR HEAVYDUTY HINGES WELDED TO CHANNEL & ANGLE FRAME I 26 TYP. JAMB AT TRASH ENCLOSURE C5 N. TS. TRASH: BIN I TRASH BIN 'I I ! TRASH BIN V8" EXT. PLASTER OVER _^^_.__.—..."—_._ CMU. GROUT ALL 2 X No.4 CELLS SOLID (EXT. ONLY) ®TOP & BOL No.4 VERT. @ 16" O.C. Q 26' PROVIDE MIN. 2 - #5 VERT. ho ® CORNERS & END OF WALL FCAST No.4 ® 24" O.C. FOR. " . W/LMIN. w/ VERT.REINS LAP 4'-4" 5'-8". / 10,_0" L 6x6 TRELLIS POST, TYP. 23 r2_1*'_ TRASH ENCLOSURE PLAN CS N. TS. 22 TRASH ENCLOSURE ROOF PLAN C5 N. T S ATTACH VERCO 1 N' DEEP VERCOR 20 GA. G60 GALVANIZED CORRUGATED SHEET METAL TO COVER THE UNDERSIDE OF THE TRELLIS SLOPE ® 1/8" PER FT. TO REAR ME — TRELLIS CONSTRUCTION BY SEPARATE PERMIT CONCRETE BLOCK WALL WITH PLASTER TO MATCH BUILDING FINISH & PRIMARY COLOR. INTERIOR SURFACE TO BE SMOOTH & NON-ABSORBENT AND ALSO TO MATCH BUILDING FINISH & COLOR 4X8 ®12" O.C. 5-1/8"X15" GLULAM BEAM 6"x6" WOOD POST L- BRICK VENEER TO L- METAL FRAME DOUBLE DOORS, SEE JAMB MATCH BUILDING DETAIL FOR CONSTRUCTION; PAINT DOOR STANDARD & JAMB SW7647 'CRUSHED ICE' 23 TRASH ENCLOSURE ELEVATION C5 N. T.S. TRELLIS CONSTRUCTION ATTACH VERCO 1 A" DEEP VERCOR 20 BY SEPARATE PERMIT GA. 060 GALVANIZED CORRUGATED 4X8 012" O.C. SHEET METAL TO COVER THE UNDERSIDE OF THE TRELLIS SLOPE 5-1/8"X15" 01/8" PER FT, TO REAR GLULAM BEAM i CONCRETE BLOCK WALL WITH PLASTER TO MATCH 0 30 BUILDING FINISH & '. PRIMARY COLOR. INTERIOR SURFACE TO BE SMOOTH & NON-ABSORBENT AND ALSO TO MATCH �i BUILDING FINISH & COLOR 6x6 POST BRICK 4VENEERTO BEYOND MATCH BUILDING STANDARD 24 TRASH ENCLOSURE ELEVATION C5 N. TS. ATTACH VERCO 1 A" DEEP VERCOR 20 GA. G60 GALVANIZED CORRUGATED TRELLIS CONSTRUCTION SHEET METAL TO COVER THE BY SEPARATE PERMIT UNDERSIDE OF THE TRELLIS SLOPE ® 1/8" PER FT. TO REAR 4X8 ®12" O.C. 28 _- 5-1 /8"X15" GLULAM -------------- BEAM D.C. WOOD POST rL BRICK VENEER TO L- CONCRETE BLOCK WALL WITH PLASTER TO MATCH BUILDING MATCH BUILDING FINISH & PRIMARY COLO STANDARD INTERIOR SURFACE TO BE SMOOTH & NON-ABSORBENT AND ALSO TO MATCH BUILDING FINISH & COLOR 25 TRASH ENCLOSURE ELEVATION CJr. N.T.S. 5" THK. CONC. SLAB W/#3 BARS ® 18" O.C. EA. WAY FIN. SLAB N J U 4" SAND - S.E. LESS 1- NO.6 TO S -Q" 3 - No.4 THAN/EQ. LONGITUDINAL TO 30 BOTTOM 27 TRASH ENCLOSURE WALL SECTION C� N. TS 3/8"x8" LONG LAG SCREW (CTSK3 1/2") W/ WOOD PLUG 4 1'S" TRELLIS CONSTRUCTION BY SEPARATE PERMIT A\ 4" I. 4" 1.2" 1.4 28 END OF GLU LAM PROFILE C5 N. T.S. 29 END OF 4x8 PROFILE C5 N.TS. 'OST PER PLAN OF OF WALL PAVING PLAN Q 0 8x8x16 PRECISION BLOCK _D 7/8" EXT. PLASTER. OVER PER ELEVATIONS M m rn Q Z 4x4x1/4" TUBE COL. WITH 9/4" CAP ON R �.&'ft PARKY'AY SK.50nG V'Q C9H Oft TOP OF TUBE; WELD & GRIND SMOOTH. Z O I S Q J TUBE SHALL EXTEND INTO THE GROUND w U W t MIN. 1/3 THE LENGTH (MIN. 24" FOR 6' TALL POST) N o t HEAVY DUTY SPRING ACTIVATED N W m } SELF-CLOSING. HINGE 0 EACH. DOOR m 22 GA. G.I. DECKING WELDED TO ANGLE FRAME PRIME AND PAINT r> 3x3x1/8" STL. ANGLE FRAME PRIME AND PAINT 2 PAIR HEAVYDUTY HINGES WELDED TO CHANNEL & ANGLE FRAME 2 - No5 VERT. EA. JAMB SOLID GROUT 26 TYP. JAMB AT TRASH ENCLOSURE C5 N. TS. V8" EXT. PLASTER OVER _^^_.__.—..."—_._ CMU. GROUT ALL 2 X No.4 CELLS SOLID (EXT. ONLY) ®TOP & BOL No.4 VERT. @ 16" O.C. Q PROVIDE MIN. 2 - #5 VERT. ® CORNERS & END OF WALL FCAST No.4 ® 24" O.C. FOR. No.4 DOW/EL ® 24" O.C. . W/LMIN. w/ VERT.REINS LAP / 480 LAP 5" THK. CONC. SLAB W/#3 BARS ® 18" O.C. EA. WAY FIN. SLAB N J U 4" SAND - S.E. LESS 1- NO.6 TO S -Q" 3 - No.4 THAN/EQ. LONGITUDINAL TO 30 BOTTOM 27 TRASH ENCLOSURE WALL SECTION C� N. TS 3/8"x8" LONG LAG SCREW (CTSK3 1/2") W/ WOOD PLUG 4 1'S" TRELLIS CONSTRUCTION BY SEPARATE PERMIT A\ 4" I. 4" 1.2" 1.4 28 END OF GLU LAM PROFILE C5 N. T.S. 29 END OF 4x8 PROFILE C5 N.TS. 'OST PER PLAN OF OF WALL PAVING PLAN 0 M.B. W/ WASHERS (GALVANIZED) EACH POST. .. 1- 3/4" 0 M.B. W/ 1ERS (GALVANIZED) REQUIRED '-0" FROM BOTTOM AS WELL POST 0.25' 0.25' A.C. j L 4--.-0.55' AGG. BASE >��A ��� 0.50' COMPACTED O.G. TO /;/��� 95% RELATIVE DENSITY PER ASTM D1557 LIGHT DUTY A.C. PAVING NO SCALE BUILDING 81 n 3,s.T � ,'7tGi--'iVAY 0.30' A.C. 0.65' AGG. BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY PER a.., -0.75' P.C.C. • 0.50' AGG. BASE EPACTED SUBGRA CONCRETE LOADING AREA NO SCALE • Know what's below. Call before you dig. 6.9-312 CITY RECORDS NO: Q 0 FEE PARCEL QTY OF SAKES;' _D M M m rn Q Z KERN R �.&'ft PARKY'AY SK.50nG V'Q C9H Oft Z O I S Q J w U W t IN O N o t N W m } m r> -____^_-_'___.-___—__----- _^^_.__.—..."—_._ 0 M.B. W/ WASHERS (GALVANIZED) EACH POST. .. 1- 3/4" 0 M.B. W/ 1ERS (GALVANIZED) REQUIRED '-0" FROM BOTTOM AS WELL POST 0.25' 0.25' A.C. j L 4--.-0.55' AGG. BASE >��A ��� 0.50' COMPACTED O.G. TO /;/��� 95% RELATIVE DENSITY PER ASTM D1557 LIGHT DUTY A.C. PAVING NO SCALE BUILDING 81 n 3,s.T � ,'7tGi--'iVAY 0.30' A.C. 0.65' AGG. BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY PER a.., -0.75' P.C.C. • 0.50' AGG. BASE EPACTED SUBGRA CONCRETE LOADING AREA NO SCALE • Know what's below. Call before you dig. 6.9-312 CITY RECORDS NO: H } 3 x c� x W J a 0 U U 0 O m (V C Oro ^y e0 N O N 6w" O 7 o J co M 06 O 0 � O N z p m 3 �Q w > �3 a Lu S � aCID� LU F- 0) x W S F- U a I- W m FLID- All W U a, U. 0 Q 0 � M M m rn Q Z O z o] m Z O I S Q J w U W IN O N o t N W m } m H } 3 x c� x W J a 0 U U 0 O m (V C Oro ^y e0 N O N 6w" O 7 o J co M 06 O 0 � O N z p m 3 �Q w > �3 a Lu S � aCID� LU F- 0) x W S F- U a I- W m FLID- All W U a, U. 0 Q U H } 3 x c� x W J a 0 U U 0 O m (V C Oro ^y e0 N O N 6w" O 7 o J co M 06 O 0 � O N z p m 3 �Q w > �3 a Lu S � aCID� LU F- 0) x W S F- U a I- W m FLID- All W U a, U. 0 1. 7 TI / "{L.^'i 1�. `;' v(,'.;" ., h•; ---- ,..T'`n' _ s^ -.... ','' �..^t}, Y. .."; �?.rv,IT .I'"'.> Tt T_.. ,.,;.n•_< ,r. , _._ �. /�.. ._.--._ }c/. 2�f?.�-'' - - _ ---_ _.._ � -_tir ��_ �; ; /v - •' '' INT, T -. 0 a 5 366.02 INV. 16" - - 5 G 365.97 INV. 18" - - --- - ` - - 370.52 T.0 G 37040-. �- T.O.G.TO.G _x I - - -", °--..,• <r- - __ _ - - •V _ 8 WATER I I _L' 4.I - _ NEW FIRE "%,. ,,, ..a ; J*.. _tl r r. w T M N0. ., a r41SEM A (,-• :->' ^ r\ 7--_-. ___ " ®ov HYDRANT ,.C.:. .. �....../-______s "`•, ,.0 A .365.65 INV. 18 ,. \�. e" 45' ELL` 30 LF 8 C900 CL150 FIRE WATER o+^ r 371.9 T.O.M. AJbY- ` 8' 45' ELL. " ° A .1 `, \\ e" 90' ELL. A. OR 1 T 1 \� - �' W W 242 LF 8" C900 CL 150 FIRE WATEW -y.5.367.50 INV. 6"/18' :- 1 er. \\ D -- ---: - U - - U -' --u IVU-.. - u D D ea T.O.G.-r _- ... „- T 3 109 LF 18 SDR35 PVC .®1.70% �"""iCL';7, / "/::: ' `P;:.; ' ;'? 7- ._ 'Ti> / /::: ''s .T%T"' _ / ---- -- . ` 1 •.`, / "Oi A' SEWER C.Q. N : T'-{ Z , _._ L �l �..J�_Y � r < <�...� ". .�M� q/ -- - o, ti 4 4-q P 362.44 INV. 8 ♦ " 3 _^ 'F <-c„s, vs ,.,."� / ", .. 367.60 INV. 4 IN I 368.70 INV. 6" 41 LF 4 .... , .. 9� -. ,c' -: ,...: �_._.. _,- t ". .-, vS / / -.\ SEWER ® S A' , 3,. - ;'" N ETN .-_.._moo♦' ;" SEWER . i.: e. 11 2 `\�� ,-.- 1 ;I 371.6 T.O.G. ...._.. �a �+ GR INLET N0. ,. ---- ___. -- ''., / --_ m s -_ -- - 0 0. 10 5 364.92 INV. 6T O \k _ 37252T.OA 4 O 36372. INV. C. o ®-.-_365.05 INV. 18" (,II �- - ¢ -... 2 37L27 T.O,a' 372.9 T.O.C. .-.. 1 46 LF 4" SEWER + > 370.53 T.O.G. \ I 360. IS INV. 4 lP {t ®2%MIN. / G A I L . 4 _-..-__- h BUILDING S1 360.37 INV. 6" T i l / ® -- : 363.96 INV. 78" / LF e SEWER ®2.00% \ r ^ ., 1 ., F i) -. " " 377.9 T.O.C. . S 109 LF 4" SEWER ®2.00X S S 109.. S 1 /, r G 108{E IS" soR35 c 370.70 T.O.G.-._ o FF=373.15 1, IT367.60 INV. 4" --- .�, STORM DRAIN C O� NO. 7 109 LF 6" SDR35 PVC ®7.00% O2 o 41 LF a"I ••`- `�""'�+� I��D v ''-- 90402 STOCKDALE HWY. ` ... «;3. D .. o 366.01 INV 6" 9 LF 4' ,, 1 5 D vC 0 1. r• 'SEWER ®' �. /"#''"-"'"' "' i i--' 372.9 T.O.C. SEWER 4° WER P.O. ( m _..,e;:=, _-_ -O5 _--. ,'I 367.60 INV. 4° -_ 2%MIN. \ 1 _ .i'! -____ I-II ,<. / <-/ o '\ -_ rv/-.. W P- 21 Fw _.. rx 2% - - I , -t:-. -. ..... 47 LF 4° SEWER ._ m 2 N f-`:-_ 4" F P O.C. r .--- _-- 12, m°i -- r - a `As __ fS EF4"'r. 360.70 INV. 6 , , ® a� C:O. _ w 6. _ ` .367.80 INV. 4 '' ! ®o S WE 0. 10. 13 / - ___---_- xS, o'4.. a, ..366.39 NV. " 371.7 T.O.C. __ i - � ® r< T-.366:42 INV 6" g 'I ?•' 37 - 1 105 IF 6 SEWER ®1.00% �:, ®. ! 3 m ! , :. Us'm _ -_._ 1 ---_ -.. 471E 4'" S :. v I , ' :ii\„, u..•z.'ix~•+vA Fz 3 vl w 37. .SEWER ® : ,t. II ,..,.,,(;G x,,,.;,-._ -_Am -- s....._.. 5,3715 SDR35. O.C. „ /, x.., \I = zs•..b =d 4 M -. -_._ I, ,,_v a9 1 2% MIN N0: 2 << 'H^ `<:.: -.i' o w I. - w ¢' I ":. v; J. C:e V. 4 SE <,. ❑ ., ---.__, PVCYA3XL -. _r -. VIER C r 367.60 IN 2 s r ! ® . �:. ..:;; I. 361.751NV. 6" � "" 2 'I. 371.6 T.O.C. ...... ---- .r': `•r,;` ,, `,;,` i. - �'/ ` CIC ^O o W V ypr ... _ ,,._ F 1 S , ._. m „ J -. _-, __r -.-_. o �i I . o \ ti < .._. --� ro s s x 3 LF SDR35 ILi ---- ---- 1 �, BUILDING S2 _ a <� �1 t w,: l .. . k , e o / < ` `5 - 7 PVC ®1.00% v-. 1 1, - ® ` N �® S C.. . 9 ��-'r. ,"„-- H' m r 4" S IE C. 9LF 4"i I .O. N 2 :^ , �, _ o a I -._0 359.651NV. 6" Y,,,p,r3 "fir,:,, ",,^ :J ° -.c I. , 366.451NV. 6" 1 U FF -372.60 ? n -,III �-+: _ 366.78 INV. 4 .�LSEWER ® 373.8 T.O.C. ' m _.. R IT 0. 7 a 372.3 T.O.C. w , 2OD% 10436 STOCKDALE HWY. .y.- `� m�3 L 363.07 INV. a° _ •. / o l ^ - -c "t 372.6 T.O.0 o o Wi-- ' .S 1 t BUILDING S3 < -55 Lf 366.64 INV. 4° --- \ ,\ ^ I g r 370.20 INV fi" „ 'rrhy C tri.. 52 LF 4" EWER SEWER ® �. - - '\' _ ---.. r \\ -1 o" -... 372.7 FF=372.60 0 2% MN. >/ -- .{ . ,. - •: 't, x \�t\ " .ry MIN. m� GRI .TND. 220D�.r t , 49 LF 4 SEWER 1 :..g... ,r'/ o H 363.09 INV. 18' -_.-- LF 18.,: SDR35 PVC ®0.35% 1" Dom_ -. �,• -__ _. - 90424 STOCKDALE HWY. 0 2% MIN. -.... ^ t 1 • ___ `_✓ _g 358.59 SUMP ELEV. sD ,,pp.�,'' • oo , J r 370.29 T.O.G. WE 0. 0:50 ;'�Yw't: R' 1? g r t rr 2 372.3 T.O.C.6 q. x -_ , " r _ "y1� Fa `) BUILDING T1 „I -L _. ^ S R P 67 LF 6" SEWER ` 372.3 T.O.�a0o0 SNE 0. 0 2 . GRA T N0. 6 ® s .. -- Mh ® -358.59 INV. 4" 5 m , r FF 374.10 1111. 367.60 INV. 363.86 INV. 18"' 1 j LF SDR35 �-• ° 57 LF 358.51 INV. 6° 1 11 + -_ y U.T $ 6" / � \ S n tq � 1 " ;;: L•„ a +t:, PVC ®4.08% s .. �i\^ r,S WER C 0 4 : '',` rc SEW / 370.83 T. G. ._- ` < _. " 01gp% --358.43 INV. EXIST. a � ' � �:• ; � , 90303 STOCKDALE HWY. 1.. .F .:.:..: 53 IT 4 SEWER I-� 359.871NV. 6• .r..:-:. t.. 373.0 T.O.C. _.,. Mo - w r ', • `l `r , _ ,..>=+' �_ _ _� :_ . ®2X MIN _... 371.4 70 C. ;.,. XI {,. -. -1- 1 1 i - ... ',. E _ r, ,:. -t. "- " yo ,.,i -.., 1 '- / °I v ?? I ,Ky, ,�... C -P - -.._ 121 LF 6" C900_GC750 FIRE WATER'- , y4 `"%t;. ,.361.09 NV. 42 .,-r t ., ...._- 2 -''CONN OE IS.0 CHB `s :F'T:,, - 4k, 58 6: • ,`A`> ; ?, i 273 CF A. C900 CL750.-ETRE WA7ER -__ v> xw 7" L 362.65 INV 18° f -1_ ' ` .=.. ' , ; ,i _.- , 366.84 1NV 6 r , j. : T , NV. XIST. 8 `, ?, `" rw ' PW - Pw:.. ,,.. t-•-'-;..<._� -,i r _ _ tF _I ..,. 'i ..-`-_-.. 356.671 E } ,. •.;r ,:A-- " , w --. _ .. _._ . , .�--,. 373.2 T.O.C. ., [� `" • id ?--',----_ -.. .. ,. .. , : .., .1 ,�,. ��rr,"_ 293 CF Z DOMESTIC WATE .,=.... .:,- . „F ':=,. �.. --.. a : - 368.20INV. 6 .\ ..•„{ "' 'F: - 137 (f / 3'•a ,.,, r;.1E- `v+,: S, t _.1 .I <T� 111 {1 � DEPARTMENT OF WATER AND SANITATION, WATER RESOURCES DIVISION; 1 ABBREVIATIONS: STANDARDS AND SPECIFICATIONS FOR DOMESTIC WATER SYSTEMS. s 2. CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND C.O. CLEAN OUT SUPERVISION NECESSARY TO COMPLETE INSTALLATION. SUPERVISION NECESSARY TO COMPLETE INSTALLATION. M.H. MANHOLE. T.O.G. TOP OF GRATE 2, / 3. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY P.O.C. OF BAKERSFIELD STANDARD DRAWING ST -22, EXCEPT AS NOTED ON PLANS. N MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT 4. COMPACTION TESTS WILL BE THE OWNER'S RESPONSIBILITY. THE NUMBER AND ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER 0 0 INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED 5. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, Mm IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED � JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL AS DIRECTED BY THE CITY ENGINEER. - BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE EXIST. STORM DRAIN - - CONNECTS TO VCP PIPE, USE APPROVED COUPLINGS. 6. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE - - m� ------ INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH EXCEPT AS NOTED ON PLANS. THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I AND II EMBEDMENT 7. WATER JETTING AND FLOODING SHALL NOT BE USED FOR BACKFILL COMPACTION D MATERIALS WILL BE CONSIDERED SUITABLE. FOR FLEXIBLE PIPE. ® STORM DRAIN MANHOLE B. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 3. SYSTEM TESTING STANDARD NOTES S � SEWER LINE SEWER AND STORM DRAIN NOTES ® I. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD, 1, GENERAL DEPARTMENT OF WATER AND SANITATION, WATER RESOURCES DIVISION; LEGEND ABBREVIATIONS: STANDARDS AND SPECIFICATIONS FOR DOMESTIC WATER SYSTEMS. CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND 2. CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND C.O. CLEAN OUT SUPERVISION NECESSARY TO COMPLETE INSTALLATION. SUPERVISION NECESSARY TO COMPLETE INSTALLATION. M.H. MANHOLE. T.O.G. TOP OF GRATE 2, PVC PIPE 3. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY P.O.C. OF BAKERSFIELD STANDARD DRAWING ST -22, EXCEPT AS NOTED ON PLANS. N MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT 4. COMPACTION TESTS WILL BE THE OWNER'S RESPONSIBILITY. THE NUMBER AND ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER 0 0 INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED 5. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, Mm IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED � JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL AS DIRECTED BY THE CITY ENGINEER. - BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE EXIST. STORM DRAIN - - CONNECTS TO VCP PIPE, USE APPROVED COUPLINGS. 6. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE - - REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, ------ INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH EXCEPT AS NOTED ON PLANS. THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I AND II EMBEDMENT 7. WATER JETTING AND FLOODING SHALL NOT BE USED FOR BACKFILL COMPACTION D MATERIALS WILL BE CONSIDERED SUITABLE. FOR FLEXIBLE PIPE. ® STORM DRAIN MANHOLE B. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 3. SYSTEM TESTING 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600 S � SEWER LINE ® A VIDEO INSPECTION SHALL BE PERFORMED ON INSTALLED PIPE 9, CALIFORNIA WATER SERVICE COMPANY, AS AGENT FOR INSPECTION TO THE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD REQUIREMENTS. CITY OF BAKERSFIELD SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO START W DOMESTIC WATER OF CONSTRUCTION. bJ m FIRE WATER 4, WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE TYPE AND SHALL BE USED FOR ALL 10. CONTRACTOR SHALL USE THE LATEST EDITION OF CITY STANDARDS FOR CONSTRUCTION. INSTALL WATER SERVICE PER C.O.B. LATERAL CONNECTIONS. 11. DOUBLE DETECTOR CHECK VALVES TO BE INSTALLED ON ALL FIRE 5. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. SERVICES UPON COMPLETION OF PADS. DOUBLE DETECTOR CHECK INSTALL FIRE HYDRANT PER C.O.B. VALVES TO BE FEBCO MODEL 856ST OR APPROVED EQUAL WITH RISING 6. WATER JETTING AND FLOODING SHALL NOT BE USED FOR BACKFILL COMPACTION. STEM VALVES, TAMPER SWITCH, AND CONDUIT TO ALARM SYSTEM. INSTALL WATER. VALVE PER C.O.B. 12, RP DEVICES TO BE INSTALLED ON ALL SERVICES UPON COMPLETION 7. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS OF PADS. JOINT UTILITY TRENCH, SEE UTIUTY AGENCY PLANS BEFORE CONSTRUCTION. TELEPHONE 1-800-642-2444 13. FIRE HYDRANTS SHALL BE APPROVED BY THE CITY OF BAKERSFIELD 8. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS FIRE DEPARTMENT AS SPECIFIED BY CASTLE & COOKE. ® o OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL 14. ALL FIRE LINES SHALL BE INSPECTED AND APPROVED BY THE CITY AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD 0 ANY R AH F OF BAKERSFIELD FIRE DEPARTMENT. EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY 15. ALL DOMESTIC SERVICES SHALL BE PROTECTED BY AN RP DEVICE THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF APPROVED BY THE CITY OF BAKERSFIELD WATER DEPARTMENT. THE ALIGNMENT REQUIRES A ITT N AL FITTINGS PIPE EXCAVATION THE CONTRACTOR Q DD V SHALL COMPENSATED FOR REVISION. IN THE EVENTT A UTILITY IS DAMAGED THE 16. ALL FIRE SERVICES SHALL HAVE RISING STEM DOUBLE DETECTOR CHECK CONTRACTOR SHALL BE WHOLY RESPONSIBLE FOR ITS REPAIR. DEVICES TURNED PARALLEL WITH THE TRAVELED WAY. 17. COORDINATE THE PLACEMENT ALL DOMESTIC AND FIRE SERVICES WITH THE 9. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER AND STORM PROPOSED MEANDERING SIDEWALK K ALONG STOCKDALE HIGHWAY. DRAIN LINES THAT NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE 18. ALL WATER MAINS AND FIRE SERVICES SHALL BE CL150, C900 PVC PIPE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR WITH 36" COVER. ALL DOMESTIC SERVICES SHALL BE SCH40 PVC PIPE PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, WITH 30" COVER BY CONTRACTOR PRIOR TO TRENCHING. 19. PROVIDE VALVES AT ALL FIRE SERVICES, FLANGED AND BOLTED TO TEES. 10. ALL SDR35SEWER IMINIMUMOF 2" OF SAND BEDDING AND E SHALL HAVE A SAND SHALL BE BACKFlLL E WAN TO PABOVE THE TOP WATER NOTES' it. ALL ROOF DRAINS SHALL BE SDR35 PVC AT 1% MINIMUM SLOPE. COORDINATE WITH ARCHITECTURAL 1. ALL WATER LINE INSTALLATIONS SHALL COMPLY WITH THE STANDARDS z PLANS FOR PIPE INVERTS AT BUILDING TIE-IN LOCATIONS. FOR DOMESTIC WATER SYSTEMS, CITY OF BAKERSFIELD, LATEST REVISIONS. 2. ALL FIRE LINES SHALL BE INSPECTED AND APPROVED BY THE C17 CITY OF BAKERSFIELD WATER RESOURCES FIRE WATER NOTES OF BAKERSFIELD FIRE DEPARTMENT. 3. ALL OFF-SITE WATER LINES SHALL BE INSPECTED BY CALIFORNIA 1. FIRE WATER SERVICES SHALL CONFORM YD N.F.P. CHAPTER 13 SPECIFICATIONS AND SHALL BE INSPECTED BY CITY OF BAKERSFIELD WATER RESOURCES DEPARTMENT INCLUDING ALL WATER SERVICE 661 396-2400. CALIFORNIA WATER SERVICE SHALL BE ( ) w PIPING, KICKERS, CONNECTIONS FROM THE CITY WATER MAIN TO THE BUILDING, INCLUDING GIVEN 48 HOURS ADVANCED NOTICE OF WATER LINE CONSTRUCTION. THE RISER. 2. ALL ANGLE POINTS WILL HAVE CONCRETE KICKERS AS PER CITY WATER STANDARDS. 4. ALL WATER LINES SHALL BE DISINFECTED AND TESTED ACCORDING TO 3. F.D.C. WILL BE A MAXIMUM DISTANCE OF 10 FT. FROM FLOWLINE CURB & GUTTER AND 100 THE CITY OF BAKERSFIELD STANDARDS, FT. MAXIMUM DISTANCE FROM A PUBLIC FIRE HYDRANT. 4. FIRE SERVICE SHALL NOT PASS THROUGH ANY FOOTINGS. 5. ALL BACKFLOW DEVICES SHALL BE APPROVED BY THE KERN COUNTY 5. ANY FLOOR OR WALL PENETRATIONS SHALL BE SLEEVED AND INCLUDE A FLEXIBLE HEALTH DEPARTMENT. MATERIAL WITHIN THE ANNULAR SPACE. 6. RISER INTO BUILDING SHALL BE A STAINLESS STEEL ONE PIECE UNIT WITHIN THE BUILDING S. WATER METERS SHALL BE SUPPLIED BY THE CITY OF BAKERSFIELD. FOOTPRINT. AND SHALL MAINTAIN A ONE FT. CLEARANCE MINIMUM FROM ALL WALLS. RISER METERS TO BE INSTALLED AT A MAXIMUM DEPTH OF 24" BELOW SHALL TERMINATE 18" ABOVE FINISH FLOOR ELEVATION. FINISHED GRADE. 7. FIRE SERVICE SHALL BE SHOWN TO PASS A 200 PSI 2 HE TEST DOCUMENTED BY CITY OF BAKERSFIELD WATER RESOURCES. 7. CONTRACTOR SHALL CONTACT CALIFORNIA WATER SERVICE AND CITY 8. A CIVIL ENGINEERED SET OF PLANS SHALL BE SUBMITTED TO CITY OF BAKERSFIELD WATER ss RESOURCES FOR REVIEW AND SIGNATURE, CLEARLY REFLECTING THE ABOVE CRITERIA. OF BAKERSFIELD WATER DEPARTMENT TO SET UP A PRE -CONSTRUCTION PLANS SHALL BE SUBMITTED TO CITY OF BAKERSFIELD WATER RESOURCES WITH PRIOR FIRE MEETING PRIOR TO THE START OF CONSTRUCTION. DEPARTMENT DEPARTMENT APPROVAL CLEARLY INDICATED. CONFIGURATION DETAIL i I' PVC AIM -SIPHON PIPE ADAPTER 'XREIAOVABLE W1 REMOVABLE PONT, 1 OUTLET PIPE (HIDDEN) FRONT VIEW SIDE MEW SNOUT OIL -WATER -DEBRIS SEPARATOR NOTES: 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE AS MANUFACTURED BY: BEST MANAGEMENT PRODUCTS, INC. 53 MT. ARCHER RD. LYM CT 06371 E TOLL 434-0200 860 434-3195 FAX WEBSITE: ww,MAU504-8008 OR (888) 434-02]] WEB SITE www.ED QUcom P OR PRE -APPROVED EQUAL QU 2 ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WTH ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125 LAMINATE THICKNESS. 3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT. A MOUNTING FLANGE, AND AN ANP -SIPHON VENT PIPE AND ELBOW AS DRAWN. (SEE CONFIGURATION DETAIL) 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE SAS I PER MANUFACTURER'S RECOMMENDATION (SNOUT SIZE ALWAYS LARGER THAN PIPE SIZE). 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A MINIMUM DISTANCE EQUAL TO OVA 1/2 THE OUTLET PIPE DIAMETER WTH A MINIMUM DISTANCE OF 6° FOR PIPES <12" LD. 6. THE ANT -SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3° AND A MAXIMUM OF 12° ACCORDING TO STRUCTURE CONFIGURATION. 7. THE SURFACE OF THE STRUCTURE MERE THE HOOD IS MOUNTED SHALL BE FINISHED SMOOTH AND FREE OF LOOSE MATERIAL AND PIPE SHALL BE FINISHED FLUSH TO WALL. B. ALL STRUCTURE JOINTS SHALL BE WATERTIGHT. 9. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8" STAINLESS STEEL BOLTS AND OIL -RESISTANT GASKET AS SUPPLIED BY MANUFACTURER SEE INSTALLATION DETAIL) 10. INSTALLATION INSTRUCTONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED INSTALLATION KIT, INSTALLATION KIT SHALL INCLUDE: A. INSTALLATION INSTRUCTIONS B. PVC ANT -SIPHON VENT PIPE AND ADAPTER C. OIL -RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING D. 3/8" STAINLESS STEEL BOLTS E. ANCHOR SHIELDS US Patent 1{ 6126817, 7951294, 7857966, 8512556 Canada Patent $ 2285146, 2690156, 2690156 others pending TYPICAL INSTALLATION "NOTE SUMP DEPTH OF 36' MIM. FOR UP -12" ID PIPE. OUTLET, FOR PIPES 15" ID AND ABOVE SUMP DEPTH OF 25 TO TIMES PIPE ID RECOMMENDED LE.G. B OSSE (ar1A' PIPE) INSTALLATION DETAIL DETAIL 9 FOAM GASKET W/ PSA BACKING' --- (TRIM TO LENGTH) MOUNTI ANCHOR W/BOLT FLAN GE SEE OETAILA ) INSTALLATION NOTEON : BOSTON HOOD SUCH THAT _2D BOTTOM FLANGE IS A PIPE NCEDIAMETER T RUAIM)1/2 LEi 1/zD PIPE DIAMETER(INV BELOW THE PIPE INVERT GASKET PIIPES U1T TO IS6EFOR COMPRESSED PIPES <12"LO. 156"BET. AND EENSTRUCTURE HOOD v qNp STRUCTURE DETAIL (SEE DETAIL e) .DRILLED AN HOLE SH`B�DZR LESS SOLT EXPANSION CONE (NARROW END OUT) HOOD SPECIFICATION FOR CATCH BASINS AND WATER QUALITY STRUCTURES DESCRIPTION DATE SCALE OIL- DEBRIS HOOD 09/08/15 NONE SPECIFICATION AND INSTALLATION DRAWING NUMBER (TYPICAL) SP -SN FINISH GRADE VALVE CASING AND COVER ASSY 6" GATE VALVE FLANGED TO TEE -1, TEE MJ X EEG CONCRETE THRUST BLOCK PER C.O.B. STD. DET. W-2 t EXISTING HOE Yr HYDRANT TO BE Y - RELOCATED NOTE.' T CONTRACTOR SHALL VERIFY 7NE 1 'o LOCA77ON & ELEVATION OF THE ' •' EXIS77NG 18' DRAIN PRIOR TO CONSTRUCRON & N077FY THE ENGINEER OF ANY DISCREPANCIES 1= t " 7- C t. UTILITY COMPANIES: ELECTRIC - PACIFIC GAS & ELECTRIC COMPANY GAS - THE GAS COMPANY WATER - CIN OF BAKERSFIELD SEWER - CIN OF BAKERSFIELD STORM DRAIN - CITY OF BAKERSFIELD TELEPHONE - AT&T CABLE - BRIGHT HOUSE NETWORKS 4" x 2%" x 21/2" ANGLE PATTERN 6" WILKINS 350ADABOVIC FDC w/ METAL BREAK -AWAY CAPS BACKFLOW PREVENTER FDC TO FACE FIRE LANE OR STREET OR EQUAL (FDC ® MAX. 48° ABOVE GRADE) - 4" UL LISTED THREADED CHECK VA. BUTTERFLY VA, w/ TAMPER SNITCH 4" GRAD. 90' & W BREAK -AWAY PADLOCK & CHAIN VALVES LOCKED OP N RED. GRV. CPLG. E OR EQUAL I i® .a in LENGTH VARIES PER PLAN VATER MAIN 2" MIN. 30" MAX. 3/4" MIN, FLEX, UQUID TIGHT CONDUIT SECURED TO DEVICE CONDUIT FOR LOW VOLTAGE FIRE ALARM WIRING USTED FOR WET BUILDING WALL FOUNDATION COMPACTED EARTH - _OCATION - PIPE SLEEVE WTH FLEXIBLE CONCRETE THRUST SEALED ENDS BLOCK PER C.O.B. LENGTH VARIES PER PLAN STD. DET. W-2 SEE PG&E PLANS CONSTRUCTION NOTES: Oi INSTALL LANDSCAPE AREA DRAIN PER DETAIL 19 ON SHEET C4. 0 INSTALL CLEANOUT PER DETAIL 16 ON SHEET C4. Q3 TYPE°A' CATCH BASIN TO BE CONSTRUCTED UNDER ENCROACHMWNT PERMIT BY SEPARATE PLAN. ® CONSTRUCT MANHOLE PER DETAIL 13 ON SHEET C4. O5 INSTALL GRATE INLET PER DETAIL 6 ON SHEET C4. © INSTALL SNOUT ON OUTLET PIPE SIDE OF INLET. SEE DETAIL ON THIS SHEET. REMOVABLE WATERTIGHT 1" PVC ANTI -SIPHON ACCESS PORT, 10" OPENING PIPE ADAPTERS 10.00" 2.00" 024.00" �L 1r V / 12 0" 34.00" 20.00" 26.00" -15.00" 0.00" FRONT SIDE 13.00" O 15.00" O U.S.PATENT y6126817Ameaxuannmarwwro PLAN BMP, INC. 53 ML ARCHER ROAD, LYME, CL 06371 (600) 504-8008 FAX: (880)434-3195 oLsc6lPnoN ogre scar 24F SNOUT OIL 09/20/99 NONE &DEBRIS STOP oeAMxc xuuerR 24F 18" MAX. 12" MIN. PVC PIPE SLEEVE THROUGH FLOOR WITH 2" MIN. ANNULAR SPACE TYP. ALL AROUND. NOTE: DO NOT FILL THIS AP W IH DIRT, AGGREGATES F R ANY MATERIAL EXCEPT SPRAY) [OOAV ' F1 1 Cs+"i1 FLOOR UNE iv i d. U.L LISTED, SINGLE PIECE SCALE: 1"=30' \, CORROSION -RESISTANT ' STAINLESS STEEL RISER /IT\ \ 15 0 30 60 \ t \ \ /j44,ITI `, CONCRETE THRUST 30 7.5 BLOCK PER C.O.B. /LOAR STD. DET. W-2 \/TIT, S\\;\\,\ TT /\\> \ \ Know what's below. T,v`��`v�`v`v w�`� Call before you dig. 6.9-312 CITY RECORDS NO: LEGEND ABBREVIATIONS: T.O.M. TOP OF MANHOLE C.O. CLEAN OUT T.O.C. TOP OF CLEANOUT M.H. MANHOLE. T.O.G. TOP OF GRATE FF FINISH FLOOR EXIST. EXISTING P.O.C. POINT OF CONNECTON N V PROJECT BOUNDARY PROPOSED 6" CURB. 0 0 PROPOSED CURB AND GUTTER HD r7 m Mm m =a � � - EXIST. CURB AND GUTTER - - EXIST. STORM DRAIN - - -- - EXIST. SEWER - - EXIST. WATER ------ -- --- EXIST. GAS STORM DRAIN D - • • ® STORM DRAIN MANHOLE N I STORM DRAIN INLET �S S � SEWER LINE ® SEWER MANHOLE CLEANOUT W DOMESTIC WATER bJ m FIRE WATER an ® INSTALL WATER SERVICE PER C.O.B. WATER DEPT. STD. DET. W-8 INSTALL FIRE HYDRANT PER C.O.B. WATER DEPT. STD. DET. W-3, W -3B M INSTALL WATER. VALVE PER C.O.B. WATER DEPT. STD, DET. W-12 u JOINT UTILITY TRENCH, SEE UTIUTY AGENCY PLANS G GAS, SEE UTIUTY AGENCY PLANS - ® o GREASE INTERCEPTOR PAD MOUNT TRANSFORMER ❑o SEE PG&E PLANS CONSTRUCTION NOTES: Oi INSTALL LANDSCAPE AREA DRAIN PER DETAIL 19 ON SHEET C4. 0 INSTALL CLEANOUT PER DETAIL 16 ON SHEET C4. Q3 TYPE°A' CATCH BASIN TO BE CONSTRUCTED UNDER ENCROACHMWNT PERMIT BY SEPARATE PLAN. ® CONSTRUCT MANHOLE PER DETAIL 13 ON SHEET C4. O5 INSTALL GRATE INLET PER DETAIL 6 ON SHEET C4. © INSTALL SNOUT ON OUTLET PIPE SIDE OF INLET. SEE DETAIL ON THIS SHEET. REMOVABLE WATERTIGHT 1" PVC ANTI -SIPHON ACCESS PORT, 10" OPENING PIPE ADAPTERS 10.00" 2.00" 024.00" �L 1r V / 12 0" 34.00" 20.00" 26.00" -15.00" 0.00" FRONT SIDE 13.00" O 15.00" O U.S.PATENT y6126817Ameaxuannmarwwro PLAN BMP, INC. 53 ML ARCHER ROAD, LYME, CL 06371 (600) 504-8008 FAX: (880)434-3195 oLsc6lPnoN ogre scar 24F SNOUT OIL 09/20/99 NONE &DEBRIS STOP oeAMxc xuuerR 24F 18" MAX. 12" MIN. PVC PIPE SLEEVE THROUGH FLOOR WITH 2" MIN. ANNULAR SPACE TYP. ALL AROUND. NOTE: DO NOT FILL THIS AP W IH DIRT, AGGREGATES F R ANY MATERIAL EXCEPT SPRAY) [OOAV ' F1 1 Cs+"i1 FLOOR UNE iv i d. U.L LISTED, SINGLE PIECE SCALE: 1"=30' \, CORROSION -RESISTANT ' STAINLESS STEEL RISER /IT\ \ 15 0 30 60 \ t \ \ /j44,ITI `, CONCRETE THRUST 30 7.5 BLOCK PER C.O.B. /LOAR STD. DET. W-2 \/TIT, S\\;\\,\ TT /\\> \ \ Know what's below. T,v`��`v�`v`v w�`� Call before you dig. 6.9-312 CITY RECORDS NO: ,A 0 Nm N g= z ■ Z V. ® N V 0 0 HD r7 m Mm m =a � � O 0 O tl QJ 12 W O n J Q W m O N - m N I ED GOGO bJ an ,-I M 0 W I �w N Z o z rn w �S ss } Q 1. Lu J a D U O ~V O 0 � O CO O � C-� 01 •�C4 a) T Z Im Lu d t ra C9 C) to co coF- N o J lo = Z LLJ 3 �Q W S a W CE je +p Q a cn¢ W a IL 2 W a H a LU W LUS W U Q) I T� I I �I. I (66) KERN RIVER PARKWA mm I O SIDEWALK � SIDEWALK STORMWATER POLLUTION PREVENTION NOTE& DUST CONTROL NOTE& 1. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED CONSTRUCTION OF THE PROJECT REWIRES THE IMPLEMENTATION OF CURB CURB INLET CURB WHEN APPROVED BY THE QUALIFIED SWPPP DEVELOPER (QSD) OR THE CONTROL MEASURES RECOMMENDED BY THE SAN JOAQUIN VALLEY AIR WAUFIED SWPPP PRACTITIONER (OSP) POLLUTION CONTROL DISTRICT THAT CAN REDUCE FUGITIVE DUST F FLOW E FLOW _ E UIPM 0 lu 1 �O ` LEGEND: BMP LEGEND: CONSTRUCTION ON NOTES: Go� Z 01. MATERIAL LAY -DOWN AND STOCKPILE AREA `11) POST "NO TRESPASSING" SIGN AT PROJECT ENTRANCE(S) �k H •�N C -)C J a EXISTING EDGE OF PAVEMENT & EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT. 0 POST "CONSTRUCTON TRAFFIC 15 MPH" SIGN AT PROJECT ENTRANCE(S) - ;--4r QO ' - - - EXISTING J - CHAIN LINK FENCE 3 MATERIAL LAY -DOWN AND STOCKPILE AREA. ;' W O -- -- -- EXISTING WROUGHT IRON FENCE CURB INLET (CONSTRUCT PER DETAIL A) e ui O4 EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER a 1 O EMISSIONS ASSOCIATED WITH THIS PROJECL + ° °- "'-'- " --- EXISTING HAND RAIL ,y GRATE INLET (CONSTRUCT PER DETAIL D) Q ENT r r - SILT FCE SILT FCE SLT FCE 2. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE } _'� GUTTER GUTTER ��- •: OGRAVEL PAD AT CONSTRUCTION ENTRANCE MIN. 50' LONG (TC -1) m O m Z y E 50 MIN ) SILT FENCE ^E EXISTING GROUND CONTOUR PERIMETER MUST DRAIN AWAY. FROM THE TOP OF SLOPE AT THE A. ALL DISTURBED AREAS, INCLUDING STORAGE PILES WHICH ARE NOT 5 (CONSTRUCT PER DETAIL B) ct) O O COMPLETION OF EACH WORKING DAY OR EROSION CONTROL BMP'S MUST BE BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES, SHALL BE---FLOWLINE CONCRETE WASH (CONSTRUCT PER DETAIL C) e O 4" EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WATER, COVERED LEGEND s --- _._ EXISTING CURB AND GUTTER O U IN PLACE. (ECT-EC13) ;1 12 `-`� Up O PROTECT GRATE INLET WITH GRAVEL BAGS (CONSTRUCT PER DETAIL D) 1 r CWITHOV A TARP OR OTHER SUITABLE OOVlT2, OR VEGETATIVE GROUND GRAVEL BAG '; COVER. -� 6" CURB AND GUTTER g ( ) PROTECT CURB INLET WITH GRAVEL BAGS (CONSTRUCT PER DETAIL A) 1� 3. THE USE OF A GRAVEL BLANKET AT CONSTRUCTION ENTRANCES WITH �i--Fl.OWLINE � 50 LONG GRAVEL PAD AT CONSTRUCTION ENTRANCE TC -1 O7 �'I 1 Z "r.' "` �' LIP" �!. (CONSTRUCT PER DETAIL B) O O O O PUBLIC ROADS IS REQUIRED AT ALL TIMES DURING CONSTRUCTION. (TC -1) B. ALL ONSITE UNPAVED ROADS AND OFFSITE UNPAVED ACCESS 6" CONCRETE CURB 8 CONCRETE WASH (CONSTRUCT PER DETAIL C) Z O W 4. THE CONTRACTOR SHALL RESTRICT TRAFFIC AND POST 15 MPH SPEED ROADS SHALL BE EFFECTIVELY STABUZED OF DUST EMISSIONS USING 1. co 3 UMITS ON THE SITE TO REDUCE DUST. (WE -1) WATER.DETAIL A DETAIL B ' --� DIRECTION OF FLOW SST eCE SILT FENCE (CONSTRUCT PER DETAIL E) Og INSTALL FIBER ROLLS �, CID a O C. ALL LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION, LAND CURB INLET PROTECTION GRAVEL APRON AT CONSTRUCTION ENTRANCE i W E S. THE CONTRACTOR SHALL WATER THE SITE AS NEEDED TO ELIMINATE LEVELING, GRADING, CUT & FILL, AND DEMOLITION ACTIVITIES SHALL NOT TO SCALE NOT TO SCALE ,, �" D PROPOSED STORM DRAIN LINE FR FIBER ROLLS " ; d ' DUST. (MINIMUM OF 650 GALLONS/AC. AND ONCE DAILY, WE -i) BE EFFECTIVELY CONTROLLED OF FUGITIVE DUST EMISSIONS UTILIZING z, ----------PARCEL BOUNDARY W W I APPLICATION OF WATER OR BY PRESOAKING. a ® ®® ®® SITE Q BOUNDARY 1 6. CONSTRUCnON EQUIPMENT SHALL BE PARKED, WHEN NOT IN USE AND =rc •:.. F-. •: tea. r..z:s,,.-r.�ue+* _�;.� „-.,,,ss z..;;. -, , - „, Y FOR MAINTENANCE, IN DESIGNATED AREA (NS -8,10) . D. WHEN MATERIALS ARE TRANSPORTED OFFSITE, ALL MATERIAL SHALL '^� • BE COVERED, OR LEAST SIX WETTED TO LIMIT VISIBLE DUST -".: ' ,.':.'. ":."�e "=,=-u=*ns ..:=u , .-;;,. -„:,a, 7. SILT FENCING, STRAW BALES AND SANDBAGS WILL 8E INSTALLED AS EMISSIONS, AND AT LEAST SX INCHES OF FREEBOARD SPACE FROM U SANDBAG ( •• ` "� -' "-" "` - WNER: D i� I DIRECTED BY THE QSD/QSP, AS NEEDED. (SE-1,SE-5,5E-6,SE-B,SE-9) TOP OF THE CONTAINER SHALL BE MAINTAINED LATH & WITCHES HAT MAX. REACH=500' FABRIC CASTLE & COOKE CALIFORNIA, INC. I 10' MIN PL MIL t cRA�EL BAcs ( 10000 STOCKDALE HWY, SUITE 300 � W B EXCEPT AS OTHERWISE APPROVED BY THE QSD QSP, ALL REMOVABLE E. ALL OPERATIONS SHALL LIMIT OR EXPEDITIOUSLY REMOVE THE y ? FLAGGING PLASTIC K SEE /JOIE WOOD STAKE / ON ALL ~- SANDBAG LINING s DRAIN INLET WOOD STAKE e' g• $ > PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH ACCUMULATION OF MUD OR TI2ACKOUT FROM ADJACENT PUBLIC F SIDES BAKERSFIELD, CA 93311 WORKING DAY OR ON WEEKENDS WHEN THE 48-HOUR RAIN PROBABUTY STREETS AT THE END OF EACH WORKDAY. (USING A PMIO-EFFICIENT )/ xtiV :; TEL NO. (661) 664-6588 FORECAST EXCEEDS 50X METHOD, SE -7). BERM O ❑ ❑ ❑ '31 RADE 3 45• END STAKE Er. CONTACT PERSON: SCOTT THAYER 9. ALL LOOSE SOIL AND DEBRIS, WHICH MAY CREATE A POTENTIAL HAZARD F. FOLLOWING THE ADDITION OF MATERIALS T0, OR THE REMOVAL OF BERM LEVEL TOE OF SLOPE I y SANDBAGS (2 -LAYERS H/GH) SETBACK VARIES TO OFFSITE PROPERTY, SHALL BE REMOVED FROM THE STE AS DIRECTED MATERIALS FROM, THE SURFACE OF OUTDOOR STORAGE PILES, SAID BY THE QSP. PILES SHALL BE EFFECTIVELY STABIUZED OF FUGITIVE DUST ( EMISSIONS UTILIZING SUFFICIENT WATER AND COVERING. w p 10. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE WITHIN THE SITE IS AT THE DISCRETION OF THE QSP. G. ASPHALT-OONCRETE PAVING SHALL COMPLY WITH BMP THAT PREVENT INFILTRATION OF PAVING MATERIALS. AND RUNOFF INTO STORM 11. EROSION CONTROL DEVICES WILL BE MODIFIED AS NEEDED AS THE DRAIN SYSTEMS (NS -3). "s`^ 2 PROJECT PROGRESSES 0 HOLE FOR FABRIC END STAKE TO FIT FIELD CONDITION 08D/08P: co CONCRETE WASH. d a w w TOE OF SLOPE SECTION A-1 ° �I 35 a ¢I SEDIMENT BLAINE S. NEPTUNE, PE, QSD/P O 0 A NOT TO SCALE '`P NOTES. `y' �' RUNOFF 6" 7'X2" WOOD = STAKE CSD CERT.: 20178 IO x SECTION A -A CONSTRUCT THE LENGTH OF EACH REACH OPTIONALMAIN NAN OPENING DETAIL SLOPE MCINTOSH & ASSOCIATES u RAS' NO SCAJF SO THAT THE CHANGE IN BASE ELEVATION -I- 2001 WHEELAN COURT W AND PLANS OF THESE CHANGES SUBMITTED FOR 0 BLACK LETTERS PLYWOOD a BAGS ALONG THE REACH DOES NOT EXCEED 1/3 STAKE BW7S"TRAK FABRIC SECTION B I BAKERSFIELD, CA u 1 p=.. $ APPROVAL AS REQUIRED. 6" HEIGHT 48" X 24" DRAIN INLET TIE HEIGHT OF THE LINEAR BARRIER. FABRIC SCALE: 1"=20' ( CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS PAINTED \ TEL.: (661) 834-4814 m (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). ❑ ❑ ❑ 0 cR[rE WHITE SILT FENCE PLAN VIEW) TAMPED FILTERED, j 12. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 ° AsrHar E TOP OF BACKFILL RUNOFF HOURS AFTER EACH RAINSTORM. L LIMIT OONSIRUCTION RELATED VEHICLE SPEEDS 10 15 MPH ON ALL .5" LAG A A " ES ENGINEER: 10 0 20 40 2"X2" WOOD STAKE TOGETHER s UNPAVED AREAS AT THE CONSTRUCTION SITE. 10 MIL PLAN VIEW 3' SCREWS ) STAKE DIMENS/GNS FABRIC TOE OF MCINTOSH AND ASSOCIATES 13. THIS PLAN HAS BEEN CREATED AS A BEGINNING CONCEPT ONLY. IF *� PLASTIC ARE NOM/NAL STAKE A BMP'S SHOWN ARE DEEMED INEFFECTIVE OR UNNECESSARY, OSP IS TO J. ALL DUST CONTROL MEASURES ARE NOT NECESSARILY USTED HERE pl LINING NOT TO SCALE SECTION A SLOPE - 20 5 .{ w0oo POST 1. FAB s' 2001 WHEELAN COURT REMOVE OR SELECT ALTERNATIVE BMP'S FROM CASQA'S HANDBOOK AND ON THIS PLAN, THE CONTRACTOR IS REFERRED TO THE DUST CONTROL NOTES 3 1. FABRIC TO FOLD AROUND EACH STAKE ONE FULL .. BAKERSFIELD, CA 4 3"X3"X 8' REDLINE THIS PIAN AS NEEDED. PLAN FOR THIS PROJECT AND/OR SAN JOAQUIN VALLEY AIR POLLUTION 1. CONCRETE WASH MUST BE 10' BY 10' MIN. FABRIC TURN c TEL.: (661) 834-4$14 CONTROL DISTRICT RULES TO CHECK COMPLIANCE. 2. CONCRETE WASHOUT SIGN MUST H INSTALLED WITHIN CONCRETE WASHOUT 147RE 2. STAKES SHALL BE DRIVEN TIGHTLY TOGETHER 6.] " I- 14. WHILE NOT ALL THE LISTED BMP'S ARE NOT INCLUDED IN THE SPECIFIC 30 FEET OF THE CONCRETE WASHOUT. SIGN DETAIL W7TCHE5 HAT TOP OF 3. JOINING cnoNs SHALL NOT BE Pucm AT SUMPS =CONTACT PERSON: BLAINE S. NEPTUNE TEXT OF THE EROSION CONTROL PLAN, MANY OF THESE ITEMS ARE SILL RRR 3. TO BE CONSTRUCTED BELOW GRADE. FABR/C TO FOLD AROUN STAKES 4, SECURE FABRIC TO STAKE WITH 4 STAPLES SECTION A -A (A NECESSARY TO ADDRESS SPECIFIC CONSTRUCTION PROCEDURES THE I 4. A ROLL -OFF DUMPSTER WITH 10 MIL (MIN) PLASTIC OR EQUIVALENT STAKES [WE FULL TURN. TOGEINER (1" x 0.5" STAPLE. 15 GAUGE MIN.) �-�' GENERAL CONTRACTOR" W CONTRACTOR PLANS TO IMPLEMENT. THESE ITEMS SUCH AS REFUELING SITE ACREAGE: UNING MAY BE USED UPON QSP APPROVAL. FND STAKE DETAIL (TOP VIEW) JOINING SECTION DETAIL (TOP VIEW) " W STATIONS, BATCH PLANTS, WASTE FACILITES AND THE LIKE ARE NOT ..,.: ,. ,:,.,., :<,- ,„�., - e1 -PHA 5 4.58 ACRES v -- a - F SPECIFICALLY SITED NT THE PLAN BUT STILL ARE REQUIRED TO BE S ---- ADDRESSED BY THE CONTRACTOR BASED ON THE CONTRACTORS PLANNED OVERALL SITE (EXCEPTING CPK AND EBAR) 51.6 ACRES GROSS S _------- ----- LocanoNs. DETAIL C DETAIL D DETAIL E --- 15. ALL BMP'S MAY NOT BE LISTED ON THIS EROSION CONTROL PLAN. THE ".. GRATE INLET PROTECTION -TILT FEryCE ___ (A CONTRACTOR IS REFERRED TO BE FAMIUAR WITH THE SWPPP DOCUMENT FOR t NOT TO SCALE NOT TO SCALE 6.9-312 � Q Q 3 THIS SITE. AS IT MAY INCLUDE ADDITIONAL NECESSARY BMP'S ,H, NOT TO SCALE 6.9-31 2 LL CITY RECORDS NO: 0 n:.+� . •.�:.,:. "n .��wpx. ..,ram ;:- 0 lu 0 HOLE FOR FABRIC END STAKE TO FIT FIELD CONDITION 08D/08P: co CONCRETE WASH. d a w w TOE OF SLOPE SECTION A-1 ° �I 35 a ¢I SEDIMENT BLAINE S. NEPTUNE, PE, QSD/P O 0 A NOT TO SCALE '`P NOTES. `y' �' RUNOFF 6" 7'X2" WOOD = STAKE CSD CERT.: 20178 IO x SECTION A -A CONSTRUCT THE LENGTH OF EACH REACH OPTIONALMAIN NAN OPENING DETAIL SLOPE MCINTOSH & ASSOCIATES u RAS' NO SCAJF SO THAT THE CHANGE IN BASE ELEVATION -I- 2001 WHEELAN COURT W AND PLANS OF THESE CHANGES SUBMITTED FOR 0 BLACK LETTERS PLYWOOD a BAGS ALONG THE REACH DOES NOT EXCEED 1/3 STAKE BW7S"TRAK FABRIC SECTION B I BAKERSFIELD, CA u 1 p=.. $ APPROVAL AS REQUIRED. 6" HEIGHT 48" X 24" DRAIN INLET TIE HEIGHT OF THE LINEAR BARRIER. FABRIC SCALE: 1"=20' ( CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS PAINTED \ TEL.: (661) 834-4814 m (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). ❑ ❑ ❑ 0 cR[rE WHITE SILT FENCE PLAN VIEW) TAMPED FILTERED, j 12. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 ° AsrHar E TOP OF BACKFILL RUNOFF HOURS AFTER EACH RAINSTORM. L LIMIT OONSIRUCTION RELATED VEHICLE SPEEDS 10 15 MPH ON ALL .5" LAG A A " ES ENGINEER: 10 0 20 40 2"X2" WOOD STAKE TOGETHER s UNPAVED AREAS AT THE CONSTRUCTION SITE. 10 MIL PLAN VIEW 3' SCREWS ) STAKE DIMENS/GNS FABRIC TOE OF MCINTOSH AND ASSOCIATES 13. THIS PLAN HAS BEEN CREATED AS A BEGINNING CONCEPT ONLY. IF *� PLASTIC ARE NOM/NAL STAKE A BMP'S SHOWN ARE DEEMED INEFFECTIVE OR UNNECESSARY, OSP IS TO J. ALL DUST CONTROL MEASURES ARE NOT NECESSARILY USTED HERE pl LINING NOT TO SCALE SECTION A SLOPE - 20 5 .{ w0oo POST 1. FAB s' 2001 WHEELAN COURT REMOVE OR SELECT ALTERNATIVE BMP'S FROM CASQA'S HANDBOOK AND ON THIS PLAN, THE CONTRACTOR IS REFERRED TO THE DUST CONTROL NOTES 3 1. FABRIC TO FOLD AROUND EACH STAKE ONE FULL .. BAKERSFIELD, CA 4 3"X3"X 8' REDLINE THIS PIAN AS NEEDED. PLAN FOR THIS PROJECT AND/OR SAN JOAQUIN VALLEY AIR POLLUTION 1. CONCRETE WASH MUST BE 10' BY 10' MIN. FABRIC TURN c TEL.: (661) 834-4$14 CONTROL DISTRICT RULES TO CHECK COMPLIANCE. 2. CONCRETE WASHOUT SIGN MUST H INSTALLED WITHIN CONCRETE WASHOUT 147RE 2. STAKES SHALL BE DRIVEN TIGHTLY TOGETHER 6.] " I- 14. WHILE NOT ALL THE LISTED BMP'S ARE NOT INCLUDED IN THE SPECIFIC 30 FEET OF THE CONCRETE WASHOUT. SIGN DETAIL W7TCHE5 HAT TOP OF 3. JOINING cnoNs SHALL NOT BE Pucm AT SUMPS =CONTACT PERSON: BLAINE S. NEPTUNE TEXT OF THE EROSION CONTROL PLAN, MANY OF THESE ITEMS ARE SILL RRR 3. TO BE CONSTRUCTED BELOW GRADE. FABR/C TO FOLD AROUN STAKES 4, SECURE FABRIC TO STAKE WITH 4 STAPLES SECTION A -A (A NECESSARY TO ADDRESS SPECIFIC CONSTRUCTION PROCEDURES THE I 4. A ROLL -OFF DUMPSTER WITH 10 MIL (MIN) PLASTIC OR EQUIVALENT STAKES [WE FULL TURN. TOGEINER (1" x 0.5" STAPLE. 15 GAUGE MIN.) �-�' GENERAL CONTRACTOR" W CONTRACTOR PLANS TO IMPLEMENT. THESE ITEMS SUCH AS REFUELING SITE ACREAGE: UNING MAY BE USED UPON QSP APPROVAL. FND STAKE DETAIL (TOP VIEW) JOINING SECTION DETAIL (TOP VIEW) " W STATIONS, BATCH PLANTS, WASTE FACILITES AND THE LIKE ARE NOT ..,.: ,. ,:,.,., :<,- ,„�., - e1 -PHA 5 4.58 ACRES v -- a - F SPECIFICALLY SITED NT THE PLAN BUT STILL ARE REQUIRED TO BE S ---- ADDRESSED BY THE CONTRACTOR BASED ON THE CONTRACTORS PLANNED OVERALL SITE (EXCEPTING CPK AND EBAR) 51.6 ACRES GROSS S _------- ----- LocanoNs. DETAIL C DETAIL D DETAIL E --- 15. ALL BMP'S MAY NOT BE LISTED ON THIS EROSION CONTROL PLAN. THE ".. GRATE INLET PROTECTION -TILT FEryCE ___ (A CONTRACTOR IS REFERRED TO BE FAMIUAR WITH THE SWPPP DOCUMENT FOR t NOT TO SCALE NOT TO SCALE 6.9-312 � Q Q 3 THIS SITE. AS IT MAY INCLUDE ADDITIONAL NECESSARY BMP'S ,H, NOT TO SCALE 6.9-31 2 LL CITY RECORDS NO: 0 n:.+� . •.�:.,:. "n .��wpx. ..,ram ;:-