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HomeMy WebLinkAbout6.9-287N 00 z O Q z 4 Q 4 z ~- O LL L y o � � a O:5 t/! OQ _Z 3 ry ry -a o >3 � U < r U°0 LU D U0 N QO LU �- U� LU C� Wo Wv z� Oz QO z� C) z ryLU Uj Oot� CL U Q!�ce LU LU 0�> OQ 0 -Ge Q:f� O� LL. J J LLU ED N L LU D� Uz C_ Q ~ �3 LQ 00 �N _j ,O _J <O U W1) U LU Q LU C� U z U mQ �z CLO QU_ LL = J U � �V) LU V) F_ z� Q LLJ CzQ0 �Q wo z J CL Q Uz 1 z r� � Cl LULU 00 OU �O LU LL QW �U O0- zL �z V)Q 0 r �O <m LLJ �< W co = O0 1 Jz J aJ LU Q 0= U O�f W � 1 �Q �o Qm _=D VN V) t= 1 CD p 7 Mm on 1 �� OQ LU LU �LU zm LU Q N U 1 LU =LU F- CL _ < 1 30 = 1 LU 0111 z� Q 1 LU LU C) = W �X 2 z LU 0 X 21 1= Q UW 2 E = LU WJ 2 =m �Q z _U_ �O LU Z �O U ~ o� GRADING NOTES: 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARDS PERTAINING THERETO (CALIFORNIA BUILDING CODE, APPENDIX J) AND SHALL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CITY OF BAKERSFIELD ORDINANCES. 2. ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN, AND MADE A PART HEREOF, THE GEOTECHNICAL/GEOLOGIC STUDY INVESTIGATION REPORT PREPARED BY HILLTOP GEOTECHNICAL, INC. PROJECT NO. 1174-A18 REPORT NO.: 1 DATED APRIL 2, 2018. AND ALL ADDENDUMS THERETO. IN CASE OF A CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE. 3. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW 4. THE SOIL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED 48 HOURS PRIOR TO PLACING ANY MATERIAL. 5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITIES PRIOR TO BEGINNING CONSTRUCTION AND VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES, INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS LINES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON THE PLAN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. (USA 1-800-227-2600) 5. 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 A T NO COST TO THE OWNER. 7. THE GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERATIONS TO PREVENT THE OCCURRENCE OF A DUST NUISANCE AND SHALL PROTECT CURBS AND OTHER OBJECTS WHICH ARE TO REMAIN. DUST CONTROL SHALL CONFORM TO THE SAN JOAQUIN VALLEY UNIFIED AIR POLLUTION CONTROL DISTRICT REGULATIONS. 8. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 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 CONTRACTOR 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 ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, ARCHITECT, OR THE ENGINEER. 9. EXCA VA TION - EXCA VA TION SHALL CONSIST OF ALL EXCA VA TION INVOLVED IN GRADING THE PROJECT AS SHOWN ON THE PLANS, EXCEPT AN Y EXCA VA TION SEPARA TEL Y DESIGNA TED AND PAID FOR AS A SEPARA TE ITEM. 10. EMBANKMENTS - EMBANKMENT CONS TRUC TION SHALL CONSIST OF CONSTRUCTING LOT EMBANKMENTS, INCLUDING THE PREPARATION OF AREAS FOR WHICH THEY ARE TO BE PLACED, THE CONSTRUCTION OF DIKES WITHIN OR OUTSIDE THE CONSTRUCTION AREA, THE PLACING AND COMPACTING OF APPROVED MATERIAL WITHIN THE CONSTRUCTION AREA WHERE UNSUITABLE MATERIAL HAS BEEN REMOVED, AND THE PLACING AND COMPACTING OF EMBANKMENT MATERIAL IN HOLES, FOR THE CONSTRUCTION EMBANKMENTS, 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 LINE 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 EXCA VA TION, AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR SUCH WORK. 1. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, CURRENT EDITION, INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE WITH THE NOTES HEREON. IN CASE OF CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY NOTES HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU OF SUCH CONFLICTING PORTIONS. SAID SPECIFICATIONS SHALL APPLY BUT NOT BE LIMITED TO THE FOLLOWING: A) ALL CONCRETE SHALL BE CLASS "B" AS IN ACCORDANCE WITH SECTION 90 AND SHALL HAVE AT LEAST 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. B) ASPHALTIC CONCRETE SHALL BE TYPE "B" MEDIUM GRADED, 1/2" MAXIMUM AGGREGATE, AND INTIMATELY MIXED WITH 5-6 1/29' ASPHALT NO R.A.P. (RECLAIMED ASPHALT PAVEMENT) WILL BE FERMI TIED. 2. 1N THE EVENT CONSTRUCTION STAKING BASED ON McINTOSH & ASSOCIATES' PLANS, DRAWINGS, OR OTHER DOCUMENTS IS PERFORMED BY ANOTHER FIRM, McINTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS, OR OTHER DOCUMENTS. 3. McINTOSH & ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED, IN WRITING, BY McINTOSH & ASSOCIATES. 4. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL SOILS REPORT SHALL BE PREPARED BY THE SOIL ENGINEER. 5. THE SOIL ENGINEER SHALL REVIEW ALL EXCA VA TIONS PRIOR TO BACKFILLING AND SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION STABILITY SO RECOMMENDATIONS CAN BE MADE BY THE SOIL ENGINEER. 6. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: 1. 7. ALL SLOPES GREATER THAN THREE FEET IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. 8. IMPORTED FILL MATERIAL: REFER TO SPECIFIC EARTHWORK RECOMMENDATION FOR IMPORTED FILL MATERIAL REQUIREMENTS ON SHEET C8. 9. CLEARING AND GRUBBING: REFER TO SPECIFIC EARTHWORK RECOMMENDATION FOR CLEARING AND GRUBBING REQUIREMENTS ON SHEET C8. 0. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS): REFER TO SPECIFIC EARTHWORK RECOMMENDATION FOR AREAS TO RECEIVE FILL REQUIRENMENTS ON SHEET C8. FILL MATERIAL: REFER TO SPECIFIC EARTHWORK RECOMMENDATION FOR FILL MATERIALS LAYERING AND REQUIREMENTS ON SHEET C8. 2. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90%) PERCENT MAXIMUM DENSITY AS DETERMINED BY APPROVAL METHOD PER APPENDIX J OF THE CURRENT CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS AND REPORT FROM SOILS ENGINEER. 3. ENGINEERED FILL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED THICKNESS BROUGHT TO NEAR THE OPTIMUM MOISTURE CONTENT OR TO A MOISTURE CONTENT COMMENSURATE WITH EFFECTIVE COMPACTION AND SOIL STABILITY, AND COMPACTED TO 907 OF THE MAXIMUM DENSITY PER ASTM D1557-78, UNLESS SPECIFIED OTHERWISE. COMPACTION SHALL BE CERTIFIED BY TESTS AND REPORT FROM THE SOILS ENGINEER. 24. FACES OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A GROUND COVER INDIGENOUS TO THE AREA AND MAINTAINED AGAINST EROSION. 25. QUANTITIES FOR EARTHWORK CUT - 1,866 CY (INCLUDES 0/X) FILL - 1,826 CY (INCLUDES O/X) IMPORT REQD - 427 CY QUAN TI TIES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. IN CASE OF EXCESS OR SHORTAGE, THE CON TRA C TOR SHALL CONTACT THE ENGINEER SO THAT ADJUSTMENTS MAY BE MADE. THE CONTRACTOR SHALL NOT USE THESE QUANTITIES TO BASE HIS BID ON. 26. BUILDING PAD PREPARATION: REFER TO SPECIFIC RECOMMENDATION ON SHEET C8. 27. PA VEMEN T AREAS: REFER TO SPECIFIC RECOMMENDA TION ON SHEET C8. 28. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR EXCA VA TION FIVE (5) FEET OR DEEPER. 29. SUFFICIENT ACCESS TO THE EXISTING AND ABANDONED WELLS SHALL BE MAINTAINED IN ORDER FOR THE DIVISION OF GAS, OILS AND GEOTHERMAL RESOURCES (DIVISION) TO INVESTIGATE THE CONDITION OF THE WELL HEADS AND CHECK FOR LEAKAGE. IF ANY REABANDONMENTS ARE REQUIRED, THE DIVISION SHALL FURNISH THE NECESSARY SPECIFICATIONS TO THE PROPERTY OWNER. 30. AT THE INITIAL CONSTRUCTION MEETING PRIOR TO GRADING ACTI VI TIES, ALL CONSTRUCTION WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF VALLEY FEVER. 31. THE CONTRACTOR SHALL COMPLY WITH THE GUIDE FOR ASSESSING AND MITIGATING AIR QUALITY IMPACTS (GAMAQI), JANUARY 10, 2002 REVISION, GUIDANCE DOCUMENT WHICH LISTS THE FOLLOWING MEASURES AS APPROVED AND RECOMMENDED FOR CONSTRUCTION ACTIVITIES WITHIN THE SAN JOAQUIN VALLEY AS FOLLOWS: A. MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY MANUFACTURER MANUALS. B. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME. C. USE ELECTRIC EQUIPMENT FOR CONSTRUCTION WHENEVER POSSIBLE by LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT. D. CURTAIL USE OF HIGH -EMITTING CONSTRUCTION EQUIPMENT DURING PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS EXCESSIVE AMBIENT POLLUTANT CONCEN TRA TIONS SUCH AS "SPARE - THE -AIR" DAYS AS DECLARED BY THE SJVAPCD. E. ENCOURAGE CONSTRUCTION EMPLOYEES TO CARPOOL OR USE SHUTTLE TO RETAIL ESTABLISHMENTS AT LUNCH. 32. PRIOR TO SITE GRADING, SUBDIVIDER SHALL HAVE A PRECONSTRUCTION SURVEY CONDUCTED TO SEARCH FOR NATIVE KIT FOX DENS. SURVEY SHALL BE SUBMITTED TO THE PLANNING DIRECTOR FOR REVIEW PRIOR TO GRADING. THE APPLICANT MA Y BE SUBJECT TO SPECIAL NOTIFICA TION REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND CONTAINING DENS. 33. PRIOR TO THE APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SUBJECT TO TO THE MIGRATORY BIRD TREATY ACT. INCLUDING THE SWANSON HAWK DURING THE RAPTOR NESTING SEASON (FEBRUARY THROUGH SEPTEMBER). IF CONSTRUCTION IS TO OCCUR DURING RAPTOR NESTING/BREEDING SEASON (FEBRUARY THROUGH SEPTEMBER) NO CONSTRUCTION ACTIVITY SHALL TAKE PLACE WITHIN 500 FEET OF A ACTIVE NEST TREES TO BE REMOVED THAT CONTAIN NESTS SHALL BE REMOVED ONLY DURING NON -BREEDING SEASON (OCTOBER THROUGH JANUARY) 34. THE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PROTECTED SPECIES WHICH ARE NOT ADDRESSED IN THE MBHCP, INCLUDING THOSE PROTECTED UNDER THE FEDERAL MIGRA TORY BIRD TREATY ACT SHOULD BE AVOIDED AND EVALUATED BY A QUALIFIED BIOLOGIST PRIOR TO CONSTRUCTION. THE FISH & WILDLIFE SERVICE (USFWS) AND CALIFORNIA DEPARTMENT OF FISH & GAME (CDFG) SHOULD BE NOTIFIED OF PREVIOUSLY UNREPORTED PROTECTED SPECIES. ANY UNANTICIPATED TAKE OF PROTECTED WILDLIFE SHALL BE REPORTED IMMEDIA TEL Y TO THE CDFG AND USFWS 35. IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED DURING EXCA VA TION AND GRADING ACTIVITIES ON-SITE, THE CONTRACTOR SHALL STOP ALL WORK AND THE DEVELOPER SHALL RETAIN A QUALIFIED ARCHEOLOGIST TO EVALUATE THE SIGNIFICANCE OF THE FINDING AND APPROPRIATE COURSE OF ACTION. SALVAGE OPERATION REQUIREMENTS IN APPENDIX K OF THE CALIFORNIA ENVIRONMENTAL QUALITY ACT GUIDELINES SHALL BE FOLLOWED AND THE TREATMENT OF DISCOVERED NA TI VE AMERICAN REMAINS SHALL COMPLY WITH STATE CODES REGUL A TIONS OF THE AMERICAN HERITAGE COMMISSION. 36. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY TIME ON ANY PORTION OF THE PROJECT, WORK SHALL HALT AND THE CORONER BE NOTIFIED IMMEDIA TEL Y (SECTION 7050.5 OF THE HEALTH AND SAFETY CODE). IN THE ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A QUALIFIED ARCHAEOLOGIST AND THE LOCAL NATIVE AMERICAN COMMUNITY SHALL ALSO BE NOTIFIED. 37 THE CONTRACTOR SHALL COMPLY WITH SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) REGULATION V/11, DUST CONTROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING GRADING AND CONSTRUCTION PHASES THE MITIGATION MEASURES TO BE TAKEN ARE AS FOLLOWS: A. WATER EXPOSED SURFACES (SOIL) THREE- TIMES/DA Y. B. WATER ALL HAUL ROADS AT A MINIMUM OF THREE TIMES PER DAY C. REDUCE SPEED ON UNPA VED ROADS TO LESS THAN 15 MILES PER HOUR. D. STABILIZE ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES USING WATER WATER OR BY COVERING WITH A TARP, OTHER SUITABLE COVER OR VEGETA TI VE GROUND COVER. E. CONTROL FUGI TI VE DUST EMISSIONS DURING LAND CLEARING, GRUBBING, LEVELING, GRADING, OR CUT & FILL OPERATIONS WITH APPLICATION OF WA TER OR BY PRESOAKING. F. WHEN TRANSPORTING MATERIALS OFFSITE, MAINTAIN A FREEBOARD LIMIT OF AT LEAST SIX INCHES AND COVER OR EFFECTI VEL Y WET TO LIMIT VISIBLE DUST EMISSIONS. G. LIMIT AND REMOVE THE ACCUMULATION OF MUD AND/OR DIRT FROM ADJACENT PUBLIC ROADWA YS A T THE END OF EACH WORKDA Y. (USE OF DRY ROTARY BRUSHES IS PROHIBITED EXCEPT WHEN PRECEDED OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT VISIBLE DUST EMISSIONS AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN). H. STABILIZE THE SURFACE OF STORAGE PILES FOLLOWING THE ADDITION OR REMOVAL OF MATERIALS USING WATER. I. REMOVE TRACKOUT WHEN IT EXTENDS 50 OR MORE FEET FROM THE SITE AT THE END OF EACH WORKDAY. J. CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). K. ASPHAL T -CONCRETE PAVING SHALL COMPLY WITH THE SJVAPCD RULE 4641 AND RESTRICT USE OF CUTBACK, SLOW -CURE AND EMULSIFIED ASPHAL T PA VIN MA TERIALS. 38. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX J OF THE C.B. C. 39. NO WORK SHALL BE PERFORMED INSIDE CURRENT CITY OF BAKERSFIELD RIGHT-OF-WAY UNTIL AN ENCROACHMENT PERMIT IS OBTAINED. 40. THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009- 0009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006- DWQ) MUST BE FILED WITH STA TF WATER RESOURCES CONTROL BOARD IN BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLL U TION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND AL WA YS BE AVAILABLE FOR PUBLIC DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGER IDENTIFICATION (WDID) NO. 5F15C385534 HAS BEEN ISSUED BY THE STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT. 41. AN OPEN STREET PERMIT SHALL BE OB T41NED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGH--OF-WAY UNLESS SECURED BY A SUBDIVISION AGREEMENT SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT- OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 42. ALL WORK WILL STOP 114MED/A TEL Y IF ANY UNKNOWN ODOROUS OR DISCOLORED SOIL OR OTHER POSSIBLE HAZARDOUS MATERIALS ARISE DURING ANY PART OF THE TESTING, GRADING, OR CONSTRUCTION ON THE PROJECT SITE. 43. THE HANDLING AND STORAGE OF HAZARDOUS AND ACUTELY HAZARDOUS MATERIALS SHALL BE RESTRICTED TO LESS THAN THRESHOLD PLANNING QUAN TI TIES WITHIN 1,000 FEET OF SENSI TI VE RECEPTORS WHICH INCLUDE RESIDENTIAL AREAS, SCHOOLS, DAYCARE CENTERS, HOSPITAL, CONVALESCENT HOMES AND OTHER LARGE IMMOBILE POPULA TIONS SENSI 77 VE RECEPTORS SHALL NOT BE APPROVED WITHIN ZONES OF CANCER RISK IDENTIFIED BY A HEALTH RISK ASSESSMENT OF GREATER THAN 10 IN 1, 000, 000. 44. CONSTRUCTION ACTIVITIES ASSOCIATED KITH DEVELOPMENT OF THE PROJECT SITE WOULD BE REQUIRED TO BE IN CONFORMANCE WITH SECTION 9.22.050 OF THE CITY OF BAKERSFIELD MUNICIPAL CODE WHICH OMITS CONSTRUCTION TO THE HOURS OF 6 A.M. TO 9 P.M. ON WEEKDAYS, AND BETWEEN 8 A.M. AND 9 P.M. ON WEEKENDS, WHERE CONSTRUCTION OCCURS LESS THAN 1,00J FEET FROM RESIDENCES. 45. EQUIPMENT SHALL BE EQUIPPED WITH MUFFLERS AND MAINTAINED IN ACCORDANCE W1TH THE EQUIPMENTS' FA TORY SPECIFICATIONS DURING CONSTRUCTION ACTIVITIES, THE CONSTRUCTION EQUIPMENT MUFFLER AND MAINTENANCE RECORDS SHALL BE ONSITE 46. PALEONTOLOGICAL MONITORING SHALL TAKE PLACE DURING CONSTRUCTION EXCA VA TION ACTI VI TIES THA T RESUL T IN EXCA VA TIONS OF SIX FEET BELOW GROUND SURFACE OR GREATER WITHIN THE PROJECT SITE. FOLLOWING ARE THE SPECIFIC MEASURES: A. ASSIGN A PALEONTOLOGICAL MONITOR, TRAINED AND EQUIPPED TO ALLOW THE RAPID REMOVAL OF FOSSILS WITH MINIMAL CONSTRUCTION DELAY, TO THE SITE FULL-TIME DURING THE INTERVAL OF EARTH -DISTURBING ACTIVITIES. B. SHOULD FOSSILS BE FOUND WITHIN AN AREA BEING CLEARED OR GRADED, DIVERT EARTH -DISTURBING ACTIVITIES ELSEWHERE UNTIL THE MONITOR HAS COMPLETED SALVAGE. IF CONSTRUCTION PERSONNEL MAKE THE DISCOVERY, THE GRADING CONTRACTOR SHOULD IMMEDIATELY DIVERT CONSTRUCTION AND NOTIFY THE MONITOR OF THE FIND. C. PREPARE, IDENTIFY, AND CURATE ALL RECOVERED FOSSILS FOR DOCUMENTATION IN THE SUMMARY REPORT AND TRANSFER TO AN APPROPRIA TE DEPOSITORY D. SUBMIT A SUMMARY REPORT TO THE CITY OF BAKERSFIELD. TRANSFER COLLECTED SPECIMENS WITH A COPY OF REPORT TO THE REPOSI TORY PALEONTOLOGICAL MONITORING DURING CONSTRUCTION ACTIVITIES THAT IN VOL VE EXCA VA TION ACTlVI TIES OF SIX FEET BELOW GROUND SURFACE OR GREA TER ON THE PROJECT SI TE WOULD REDUCE THE POTENTIAL IMPACTS ON PALEONTOLOGICAL RESOURCES TO LESS THAN SIGNIFICANT. 47. 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 SI TE A T ALL TIMES. FOR THE DURA TION OF CONTRACTOR'S OCCUPANCY OF THE SI TE, CON TRA C TOR IS REQUIRED TO COMPL Y W! TH THE PROVISIONS OF SAID PLAN. 48. STORM WATER POLLUTION PREVENTION 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 CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE E PROVISIONS OF SAID PLAN. 49. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR S TRUC TURE SHALL BE 4: 1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2% AL TERNA TI VEL Y, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 50. ANY ITEMS IN PUBLIC' RIGHT--OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 51. COMFACTION TEST NOTE COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 52, 24 HOUR NOTICE. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 53. ALL WATER IMPROVEMENTS SHALL BE APPROVED SEPARATELY BY WATER RESOURCES DEPAR TMEN T 54. ONSITE CATCH BASIN AND STORM DRAIN LINE TO BE PRI VA TEL Y MAINTAINED. C.D.B. SHALL NOT BE RESPONSIBLE FOR THE REPAIR AND MAINTENANCE. 55. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-612-2444) 56. WASH OFF CONSTRUCTION AND HAUL TRUCKS TO MINIMIZE THE REMOVAL OF MUD AND DIRT FROM THE PROJECT SITE. BENCH MARK: DEVELOPER TOP OF CONCRETE MONUMENT IN LAMPHOLE DBSI MARKED R.C.E. 17564, LOCATEC ±50 FEET 6950 WEST MORELOS PLACE EAST OF THE CENTERLINE INTERSECTION OF CHANDLER, AZ 85226 CASTLEFORD STREET AND PANAMA LANE. CONTACT: SHAWN CLOW ELEVATION = 362.82 (U.S.G.S. DATUM) PHONE: (602) 264-7263 BASIS OF BEARINGS: ENGINEER THE BEARING OF N 00'35'42" E SHOWN FOR McINTOSH & ASSOCIATES THE EAST LINE OF THE NORTHEAST QUARTER, 2001 WHEELAN COURT OF SECIOTN 26, T. 30 S., R. 27 E. ON K.C.S. BAKERSFIELD, CA 93309 FILED MAP NO. 7-1 BOOK 6, PAGE 27 WAS CONTACT: ROGER A. McINTOSH USED AS TR_ BASIS OF BEARINGS SHOWN HEREON. PHONE: (661) 834-4814 OWNER APN: SAFE 1 CREDIT UNION 515-032-49 1400 MILL ROCK WAY BAKERSFIELD, CA. 93311 CONTACT: DAVID KING PHONE: (661) 327-3818 to*% I TV nAV cii n -j"k- SAFE 1 CREDIT UNION 3601 PANAMA LANE, BAKERSFIELD, CA 93312 G.P. NO. 18�40000056 SPR NO. 01811111111111110144.� NOTES: NOT ALL UNDERGROUND UTILITIES OR FACILITIES WERE LOCATED BY THIS SURVEY AND THE SURVE(DR ASSUMES NO RESPONSBILITY FOR UNDERGROUND UTILITIES NOT SHOWN OR FOR INFORMATION DERIVED FROM ANY OUTSIDE SOURCES. AT&T UNDERGROUND LINES ARE NOT SHOWN SINCE MAPS WERE NOT PROVIDED. ALL EASEMENT INFORMATION SHOVIA HEREON IS BASED ON CHICAGO TITLE COMPANY TITLE REPORT NO. FWKN-TO18000097, DATED JANUARY 10, 2018. ANY PUBLIC FACILITIES IN THE STREET RIGHT-OF-WAY WITHIN THE PROPEF FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSI OR REPAIR AS DETERMINED BY TFE_ CITY ENGINEER. VILANI I Y MAI' NO SCALE The GRADING : LAN as sn ,wn or trns ctravving Is her3by approved, subject to any Indicated come uon or .Jddrtlo^s Approv it by the Public Works Departr,,�nt a lr Ruiimng 1 epa^ment urjlcates,3;Jplloval Orttyas to design cdtene used and conk-) n ri ;e to City ttandmds, Codes and Ordinances Engm,:.-r!c,lthe !I�0IVI.1F' x(jevel,)l--,rshiilberesponsible for accuracv ()' alculatuons + +I this I I,+- a, c stlali sUbrT.t a certified "as - graded" plan alIE-r completion of the grading. APPROVED BY: ubllc Works Department - Date /lel -v Buildinq Depar,mL c1t Date INDEX OF SHEETS SHEET TI TLE C i COVER SHEET (_'2 GRADING PLAN C3 SITE IMPROVEMENT PLAN C4 GRADING PLAN DETAILS C5 CROSS SECTION C6 SOILS REPORT NOTES C7 EROSION CONTROL PLAN C8 UTILITY PLAN (FOR REFERENCE ONLY) � PANAMA LANE i] ------Ks -------------- --------- r f-� - - - - w - t- 110 F /� - N o71 o z 43.14 N88 52 26n W i, LOT'B' / % f 52 LLA. No. 07-175100 "►� 1 f I - - - I 00 A. ji r_7 P, l / o MBHCP W f, f- LEGEND: FD. STONE AV -1i "+" AND DRIL_ HS_E IN L.H. FOR -� N.E. COR. SEC. 26, 30/27 FL:, CONC. PEON. 11 IPd l.H. \ ' CONE M0 IN IN L H. -,. 589'08'25"E �I LAND SURVEYING • :VL ENGIN�IJW 02018 L 2001 MIRM CUT- 8AKE2TM, CP 93309 110/03/18 :661) 83E- 4814 8;4-0972 FAX 1801401GP01R. Oil DALE: G1. s'a crvr,_-�'�tz )� CA1_ CONSTRUCTION PROJECT NO.: i 2912.024.00 ZI - -- - ---__ _ - - --- - - ` j ---- -- -- -- MBHCP AREA 1.43 ACRES LOT B 221.21 LLA. No. 07-1757 i r� "5:a r' MBHCP NOTE: MBHCP FEES TO BE PAID AND DUST CONTROL PLAN TO BE IN PLACE FOR LOCATION OF IMPORT SOURCE. MBHCP AREA KEY MAP - -�-� 1" = 40' Know what's below. Call before you dig. CITY RECORD`S NO: Issue date 1 C/031118 DraWYP By, :ER Chec :.ed D`y: revisions 1 RE's ISE[; PER C.O.B. 11 /29/13 2 RE`✓ISED UTILITY ROO) 1/11/1; , 3 REVISED PER C.O.B. 1/15/19 DBSi REVIEW COVER SHEEm GRADING" PLA C1 Of 8 • , ✓"G a1.4�4✓Y 1 1\ ®„ la I A r%J n A I L 6950 West Morelos Place Chandler, AZ_ 85226 P 602. 264 . 7263 www.,dbsi-inc.com C 0-;i r;)rle. _ 3! !II DALE: G1. s'a crvr,_-�'�tz )� CA1_ CONSTRUCTION PROJECT NO.: i 2912.024.00 ZI - -- - ---__ _ - - --- - - ` j ---- -- -- -- MBHCP AREA 1.43 ACRES LOT B 221.21 LLA. No. 07-1757 i r� "5:a r' MBHCP NOTE: MBHCP FEES TO BE PAID AND DUST CONTROL PLAN TO BE IN PLACE FOR LOCATION OF IMPORT SOURCE. MBHCP AREA KEY MAP - -�-� 1" = 40' Know what's below. Call before you dig. CITY RECORD`S NO: Issue date 1 C/031118 DraWYP By, :ER Chec :.ed D`y: revisions 1 RE's ISE[; PER C.O.B. 11 /29/13 2 RE`✓ISED UTILITY ROO) 1/11/1; , 3 REVISED PER C.O.B. 1/15/19 DBSi REVIEW COVER SHEEm GRADING" PLA C1 Of 8 • , ✓"G a1.4�4✓Y 43.14" N88'52'26"W PROPOSED MEDIAN -SEE PROPOSED MEDIAN -SEE OFFSITE STREET OFFSITE STREET --- IMPRO V IMPROVEMENT PLAN LMENT PLAN ' _ PANAMA LANE �P�G LOT "B" L.L.A. No. 07-1757 PER CERTIFICATE OF COMPLIANCE I RECORDED NOVEMBER 14, 2008 PER DOC. No. 0208177916 O.R. 2Ll . 21 FD. STONE WITH "+" AND DRILL HOLE IN L.H. FOR -- -- N.E. COR. SEC. 26, 30/27 S89'08'25"E 939.99' Q ; 0 � W O�h x x k X Gj I } I Y X z O -k xk TYPICAL F_ Q FD. FOUND (E) POWER POLE q CENTERLINE 4) O> CONC. CONCRETE LL Z H DWY. CONCRETE DRIVEWAY (E) ELECTRICAL METER A.C. ASPHALT CONCRETE Q O.H. OVERHEAD (E) ELECTRICAL GROUND BOX U.G. UNDERGROUND O LS - - z LU L.H. LAMPHOLE < N B.C. BRASS CAP FD M. — QK a O:5 x PARCEL MAP (E) WATER VALVE EXISTING MEDIAN STRIPING BOOK (E) FIRE HYDRANT PG. PAGE Z a x OFFICIAL RECORDS Q� DOC. - o a I NUMBER < _ MON. MONUMENT (E) TELEPHONE MANHOLE x -- F— m (E) EXISTING (E) TRAFFIC SIGNAL PULL BOX (N) NEW c U� G.B. GRADE BREAK =o O/X OVER EX. U cr - — ry w ih 124.55' STORACH (E) SEWER LINE _------ -------------------------------- -- Z w Q w o U_ U LU ------------------ - cis ZZ ------------------------------ O O_ (E) UTILITY TRENCH 7e1 _. (E) TRAFFIC SIGNAL LINE(S) o LLU ! ---- -_ -- -- u, w X - - k O k x �- FLOWLINE U Lu -LIP LU ; -X -- -- -- --__-- --- -- - O F- CLQ x < �F- - --- - PROPOSED 6" CURB & GUTTER � � - - x --- PROPERTY LINE / RIGHT-OF-WAY w --------------------------- PROPOSED GRADE BREAK LL1 N U� LU - SAW CUT — F-- FF— PROPOSED FIRE WATER LINE �z W PROPOSED DOMESTIC WATER LNE w PROPOSED STORM DRAIN LINE 3 M PROPOSED SEWER LINE i, PROPOSED GRADE BREAK LINE ,_/ V) Z p - - — PROJECT BOUNDARY O EASEMENT LEGEND SECTION DESIGNATION: 00LI)o Z J N G C -- QO x--� -- -- UN -- W LU U Q J W LU =) U LOT "B" Z L.L.A. No. 07-1757 z PER CERTIFICATE OF COMPLIANCE O RECORDED NOVEMBER 14, 2008 --- Q U_ PER DOC. No. 0208177916 Q.R. UU0 Lu Ur^j 1— Q X -7 --- 3 N Qw x -- Q o� LU z Q J E Q -- — U z Z W L1J �z Oo U -- - p:� O LU - LL Q LLJ x W --- OI -U Z V)Q --- - U � Z -- �: LL Q� - CLQ c0 0 Q — ri J LU LU r - - Fr Cm 00 J Z Q J X LLJ Q o= LU N U <„ CLQ LU Lu �Q _ N o _ J m Q � -- U o -- - Z Z - Q - Q - �m p C) - a� 3i _. 0 Q — LU W ~ J zm — WQ - N U WJ '- - CL Z Q �LU - n --- o z - wD - �o OW - -- z J Q w — W t� ~ �LU z w -- U_ < C -- V� Z XQ O Q ULU -- U O Uj _ -- — LU J_ = m Z � -- - LL U_ 0 --- Uj Z 0 00 __. Q U C —_- of 43.14" N88'52'26"W PROPOSED MEDIAN -SEE PROPOSED MEDIAN -SEE OFFSITE STREET OFFSITE STREET --- IMPRO V IMPROVEMENT PLAN LMENT PLAN ' _ PANAMA LANE �P�G LOT "B" L.L.A. No. 07-1757 PER CERTIFICATE OF COMPLIANCE I RECORDED NOVEMBER 14, 2008 PER DOC. No. 0208177916 O.R. 2Ll . 21 FD. STONE WITH "+" AND DRILL HOLE IN L.H. FOR -- -- N.E. COR. SEC. 26, 30/27 S89'08'25"E 939.99' Q ; 0 � W O�h x x k X Gj I } I Y X „ -k xk C0 /� r � T / J ;:=0- U0LO CC Z � X m ti X x Xx G Ar x k DRAINAGE CAMS: DRAINAGE AREA: 39,960 SF x .15 x .90 = 5,395 CF STORAGE REQUIRED: 5,395 CF STORAGE PROVIDED: SUMP "A": 2,540 CF SUMP "B": 3,180 CF TOTAL: 5,720 CF EASEMENT LEGEND: OPUBLIC RIGHT-OF-WAY C2^2"> 10' WIDE PACIFIC BELL EASEMENT PER BK. 6710, PG. 2133 AND BK. 6714, PG. 1950 BOTH Q.R. O55' WIDE CITY OF BAKERSFIELD PUBLIC STREET EASEMENT PER DOCUMENT NO. 0206150823 O.R. CONSTRUCTION NOTES: O1 CONSTRUCT 6" CURB PER DETAIL 4 ON SHEET C4. OCONSTRUCT TYPE "B" CURB & GUTTER PER DETAIL 1 ON SHEET C4. O3 CONSTRUCT 4' -8' WIDE V -GUTTER PER DETAIL 2 ON SHEET Cz-. ®CONCRETE WALKWAY - SEE SITE IMPROVEMENT PLAN ON ON SHEET C3. 50 PROPOSED STORM DRAIN LINES -SEE SEPARATE UTILTIY PLANS. © ADA RAMP AND PARKING -SEE SITE IMPROVEMENT PLAN ON SHEET C4. O7 CONSTRUCT COMMERCIAL DRIVEWAY PER PLAN C.O.B. STANDARD ® A.C. PAVEMENT SHALL BE 0.33' A.C. OVER 0.50' AGG. BASE OVER 1.00' COMPACTED O.G. TO 95% RELATIVE DENSITY. ® CONSTRUCT TRASH ENCLOSURE PER DETAIL 11 ON SHEET C4. i0 CONSTRUCT ADA RAMP PER DETAIL 6 ON SHEET C4. 11 LANDSCAPING AREA - SEE SEPARATE PLAN FOR DETAILS. 12 CONSTRUCT CONCRETE INLET TROUGH - SEE DETAIL 12 ON SHEET C4 13 CONCRETE PAVEMENT TO BE 0.53' CONCRETE OVER 1.00' COMPACTED O.G. TO 95% RELATIVE DENSITY. 14 CONCRETE ELECTRICAL TRANSFORMER PAD LEGEND: FD. MON. AS DESCRIBED TYP. TYPICAL FD. FOUND (E) POWER POLE q CENTERLINE (E) TELEPHONE POLE CONC. CONCRETE (E) DOWN GUY DWY. CONCRETE DRIVEWAY (E) ELECTRICAL METER A.C. ASPHALT CONCRETE O.H. OVERHEAD (E) ELECTRICAL GROUND BOX U.G. UNDERGROUND (E) TRAFFIC SIGN LS LANDSCAPE L.H. LAMPHOLE (E) STREET NAME SIGN B.C. BRASS CAP (E) IRRIGATION VALVE OR RISER M. MAP P.M. PARCEL MAP (E) WATER VALVE BK. BOOK (E) FIRE HYDRANT PG. PAGE (E) SEWER MANHOLE O.R. OFFICIAL RECORDS (E) U.S.A. MARK PER UTILITY CO. DOC. DOCUMENT No. NUMBER (E) TELEPHONE PEDESTAL MON. MONUMENT (E) TELEPHONE MANHOLE C.O.B. CITY OF BAKERSFIELD (E) EXISTING (E) TRAFFIC SIGNAL PULL BOX (N) NEW c (E) CABLE T.V. BOX G.B. GRADE BREAK O/X OVER EX. EXISTING TREE WITH TRUNK CIA. SURVEY ELEVATION (E) SEWER LINE (E) WATER LINE (E) TELEPHONE LINE (E) GAS LINE (E) OIL LINE (E) O.H. ELECTRICAL LINE(S) (E) UTILITY TRENCH (E) TRAFFIC SIGNAL LINE(S) (E) EDGE OF PAVEMENT (E) CHAIN LINK FENCE (E) GROUND CONTOUR �- FLOWLINE (E) CURB AND GUTTER -LIP PROPOSED 6" CURB ONLY -- - - --- - PROPOSED 6" CURB & GUTTER - CENTERLINE OF STREET --- -- -- --- PROPERTY LINE / RIGHT-OF-WAY --------------------------- PROPOSED GRADE BREAK - SAW CUT — F-- FF— PROPOSED FIRE WATER LINE W PROPOSED DOMESTIC WATER LNE - - o PROPOSED STORM DRAIN LINE s PROPOSED SEWER LINE --------------------------- PROPOSED GRADE BREAK LINE — - - - - - - - - — PROJECT BOUNDARY OSEE EASEMENT LEGEND SECTION DESIGNATION: ® ITEM OF WORK -SEE SECTION LETTER - SEE CONSTRUCTION NOTES �— - - - - - A PIPE SIZE 2 8"S— UTILITY SHEET WHERE SECTION IS SHOWN - SWR=SEWER DW=DOMESTIC WATER DRN=DRAIN FW=FIRE WATER G=GAS SCALE: 1 " = 20' 20 10 0 20 40 Know what's below. Call before you dig. CITY RECORDS NO: r� DBS INCORPORATE 6950 West Morelos Place Chandler, AZ 8:5226 P 602 . 264 . 7263 www.dbsi-inc.com CAL DDATE: LAND S1RYEnNG ^ IVIL ENQ'4JFING 02016 MONEL 2001 YMEELAN C01h'1 - BAKEi;.EFELD, CA 93309 10/03/16 1861) 834-4314 834-0972 FAX 1801401GP02R-2 ,PW CONSTRUCTION PROJECT NO.: 2912.024.00 issue date 10!03,/13 Drawn By: CER Checked By: revisions REVISED PER C.O.B. 11;29/16 L2 RE'M'ISED UTILITY ROOT 1/11/19 RE`M'ISED PER C.O.B. 1/1 6/19 GB& REVIEW GRADING PLAN C2 of 8 Cv 00 -- z O Q C)4� v 0?, LL ar Z H J iL Q Z s 0.2) LU Q < N EA) Ov LL •N � � Z H Q� o a J Q c f- m UUjp = o U n �O W U Z w a w O 't U LU 007 Q Q zz oW �V) O '-Li 0( U w EY 0�f LU 0 w > OF - W < CL O!f N O::D LL J ow wLn Q'.� w C� ~ LU Z Q3: �z O 3: J ( ) CJ_ G C 060 J QO U I CLI w Lu UQ J ri LU =) (jU 7 m Q � Z �0 �CY- QLL F_ = J U::D Uj N (� C`) Q z_= Q w �Q oQ wo z J n Q U~ oUj w w ~z 00 OU Q:f W0 LU LL LU _ U�U da_ z "7 =z V)Q (? rz z0 3LL Q� �m oQ ww = m 00 J Z Q J J LU Q Q= U� Q!� w LU IL :D< J J m Q� V)V) L/) F-- 0 zZ Q� �m 00 OQ LU w F-- J zm w Q NU w = EL �0- ZQ _ry w �a oz LU I— 0 0w 7 _J Q w �CL LU o� =w N X Z w 2g Z OXQ Q� Uw =T UO a. v } W. =m So z LL 1y �0 LU Z G 0 J~ U ~ o� PROPOSED MEDIAN -SEE PROPOSED MEDIAN -SEE OFFSITE STREET OFFSITE STREET -- IMPROVEMENT PLAN IMPROVEMENT PLAN PANAMA LANE EXISTING MEDIAN STRIPING FD. CONC. MON. IN L.h. C'7 W on Z 0- m 0- ::9 0: r F'----- PER CERTIFICATE OF COMPLIANCE RECORDED NOVEMBER 14, 2008 PER DOC. No. 0208177916 O.R. FD. STONE WITH "+" AND DRILL HOLE IN L.H. FOR --- N.E. COR. SEC. 26, 30/27 S89'08'25"E 939.99' EASEMENT LEGEND: OPUBLIC RIGHT-OF-WAY O10' WIDE PACIFIC BELL EASEMENT PER BK. 6710, PG. 2133 AND BK. 6714, PG. 1950 BOTH O.R. O55' WIDE CITY OF BAKERSFIELD PUBLIC STREET EASEMENT PER DOCUMENT NO. 0206150823 O.R. CONSTRUCTION NOTES: O1 CONSTRUCT 6" CURB PER DETAIL 4 ON SHEET C4. 0 CONSTRUCT TYPE "B" CURB & GUTTER PER DETAIL 1 ON SHEET C4. O3 CONSTRUCT 4' -8' WIDE V -GUTTER PER DETAIL 2 ON SHEET C4. ®CONCRETE WALKWAY - SEE SITE IMPROVEMENT PLAN ON ON SHEET C3. O5 PROPOSED STORM DRAIN LINES -SEE SEPARATE UTILTIY PLANS, ADA RAMP AND PARKING -SEE SITE IMPROVEMENT PLAN ON SHEET C4. O CONSTRUCT COMMERCIAL DRIVEWAY PER PLAN C.O.B. STANDARD ® A.C. PAVEMENT SHALL BE 0.33' A.C. OVER 0.50' AGG. BASE OVER 1.00' COMPACTED O.G. TO 95% RELATIVE DENSITY. O9 CONSTRUCT TRASH ENCLOSURE PER DETAIL 11 ON SHEET C4. 10 CONSTRUCT ADA RAMP PER DETAIL 6 ON SHEET C4. 11 LANDSCAPING AREA - SEE SEPARATE PLAN FOR DETAILS. 12 CONSTRUCT CONCRETE INLET TROUGH - SEE DETAIL 12 ON SHEET C4 13 CONCRETE PAVEMENT TO BE 0.53' CONCRETE OVER 1.00' COMPACTED O.G. TO 95% RELATIVE DENSITY. 14 CONCRETE ELECTRICAL TRANSFORMER PAD LEGEND: j' FD. MON. AS DESCRIBED TYP. C'7 W on Z 0- m 0- ::9 0: r F'----- PER CERTIFICATE OF COMPLIANCE RECORDED NOVEMBER 14, 2008 PER DOC. No. 0208177916 O.R. FD. STONE WITH "+" AND DRILL HOLE IN L.H. FOR --- N.E. COR. SEC. 26, 30/27 S89'08'25"E 939.99' EASEMENT LEGEND: OPUBLIC RIGHT-OF-WAY O10' WIDE PACIFIC BELL EASEMENT PER BK. 6710, PG. 2133 AND BK. 6714, PG. 1950 BOTH O.R. O55' WIDE CITY OF BAKERSFIELD PUBLIC STREET EASEMENT PER DOCUMENT NO. 0206150823 O.R. CONSTRUCTION NOTES: O1 CONSTRUCT 6" CURB PER DETAIL 4 ON SHEET C4. 0 CONSTRUCT TYPE "B" CURB & GUTTER PER DETAIL 1 ON SHEET C4. O3 CONSTRUCT 4' -8' WIDE V -GUTTER PER DETAIL 2 ON SHEET C4. ®CONCRETE WALKWAY - SEE SITE IMPROVEMENT PLAN ON ON SHEET C3. O5 PROPOSED STORM DRAIN LINES -SEE SEPARATE UTILTIY PLANS, ADA RAMP AND PARKING -SEE SITE IMPROVEMENT PLAN ON SHEET C4. O CONSTRUCT COMMERCIAL DRIVEWAY PER PLAN C.O.B. STANDARD ® A.C. PAVEMENT SHALL BE 0.33' A.C. OVER 0.50' AGG. BASE OVER 1.00' COMPACTED O.G. TO 95% RELATIVE DENSITY. O9 CONSTRUCT TRASH ENCLOSURE PER DETAIL 11 ON SHEET C4. 10 CONSTRUCT ADA RAMP PER DETAIL 6 ON SHEET C4. 11 LANDSCAPING AREA - SEE SEPARATE PLAN FOR DETAILS. 12 CONSTRUCT CONCRETE INLET TROUGH - SEE DETAIL 12 ON SHEET C4 13 CONCRETE PAVEMENT TO BE 0.53' CONCRETE OVER 1.00' COMPACTED O.G. TO 95% RELATIVE DENSITY. 14 CONCRETE ELECTRICAL TRANSFORMER PAD LEGEND: ® ITEM OF WORK -SEE SECTION LETTER SEE CONSTRUCTION NOTES �_ - - - - - _ A PIPE SIZE 2 8"S— UTILITY SHEET WHERE SECTION IS SHOWN SWR=SEWER DW=DOMESTIC WATER DRN=DRAIN FW=FIRE WATER G=GAS SCALE: 1 " = 20' 20 0 0 20 40 Know what's below. Call before you dig. CITY RECORDS NO: DBS INCORPORATE 6950 West Morelos Place Chandler, AZ 85226 P 602 . 264 . 7263 www.dbsi-inc.com DATE: �0 CAi_`4� LAND SUPWANG ]VIL ENGI41MG ® 2018 NAFMMR- 2001 WEELAN COP.1 - BAKENSRELD, CA 93309 110/03/18 (681) 834-4814 834-0972 FAX 1801401GP02R-2 Liiii-ma CONSTRUCTION PROJECT NO.: 2912.024.00 issue nate 1 C/08/ 18 Drawn By: CER ChecK_ed By: revisions U REVISIONS PER C.O.E 1 l,'29/'8 A.RE'✓ISED UTILITY ROOD 1/ 1/19 RE`✓ISI(--)NS PER C.O.E 1/ 6/19 DBS REVIEW SITE IMPROVEMEN FD. MON. AS DESCRIBED TYP. TYPICAL FD. FOUND (E) POWER POLE CENTERLINE (E) TELEPHONE POLE CONC. CONCRETE (E) DOWN GUY DWY. CONCRETE DRIVEWAY (E) ELECTRICAL METER A.C. ASPHALT CONCRETE O.H. OVERHEAD (E) ELECTRICAL GROUND BOX U.G. UNDERGROUND (E) TRAFFIC SIGN LS LANDSCAPE L.H. LAMPHOLE (E) STREET NAME SIGN B.C. BRASS CAP (E) IRRIGATION VALVE OR RISER M. MAP P.M. PARCEL MAP (E) WATER VALVE BK. BOOK (E) FIRE HYDRANT PG. PAGE (E) SEWER MANHOLE O.R. OFFICIAL RECORDS (E) U.S.A. MARK PER UTILITY CO. DOC. DOCUMENT No. NUMBER (E) TELEPHONE PEDESTAL MON. MONUMENT (E) TELEPHONE MANHOLE C.O.B. CITY OF BAKERSFIELD (E) EXISTING (E) TRAFFIC SIGNAL PULL BOX (N) NEW C (E) CABLE T.V. BOX G.B. GRADE BREAK 0/X OVER EX. EXISTING TREE WITH TRUNK CIA. SURVEY ELEVATION (E) SEWER LINE (E) WATER LINE (E) TELEPHONE LINE (E) GAS LINE (E) OIL LINE (E) O.H. ELECTRICAL LINE(S) (E) UTILITY TRENCH (E) TRAFFIC SIGNAL LINE(S) (E) EDGE OF PAVEMENT (E) CHAIN LINK FENCE (E) GROUND CONTOUR ,�- FLOWLINE (E) CURB AND GUTTER �— LIP ----------- PROPOSED 6" CURB ONLY -- — ----- - - - -- — PROPOSED 6" CURB & GJTTER CENTERLINE OF STREET — - - - - - - - - — PROPERTY LINE / RIGHT-OF-WAY -------------------------- PROPOSED GRADE BREAK SAW CUT —Fl- PROPOSED FIRE WA TER LINE W PROPOSED DOMESTIC WATER LINE -- a PROPOSED STORM DRAIN LINE s PROPOSED SEWER LINE ------------------------------ PROPOSED GRADE BREAK LINA — - - - - - - - - — PROJECT BOUNDARY OSEE EASEMENT LEGEND SECTION DESIGNATION: ® ITEM OF WORK -SEE SECTION LETTER SEE CONSTRUCTION NOTES �_ - - - - - _ A PIPE SIZE 2 8"S— UTILITY SHEET WHERE SECTION IS SHOWN SWR=SEWER DW=DOMESTIC WATER DRN=DRAIN FW=FIRE WATER G=GAS SCALE: 1 " = 20' 20 0 0 20 40 Know what's below. Call before you dig. CITY RECORDS NO: DBS INCORPORATE 6950 West Morelos Place Chandler, AZ 85226 P 602 . 264 . 7263 www.dbsi-inc.com DATE: �0 CAi_`4� LAND SUPWANG ]VIL ENGI41MG ® 2018 NAFMMR- 2001 WEELAN COP.1 - BAKENSRELD, CA 93309 110/03/18 (681) 834-4814 834-0972 FAX 1801401GP02R-2 Liiii-ma CONSTRUCTION PROJECT NO.: 2912.024.00 issue nate 1 C/08/ 18 Drawn By: CER ChecK_ed By: revisions U REVISIONS PER C.O.E 1 l,'29/'8 A.RE'✓ISED UTILITY ROOD 1/ 1/19 RE`✓ISI(--)NS PER C.O.E 1/ 6/19 DBS REVIEW SITE IMPROVEMEN v> NOTE: l;L. L Aldi. bAJ -- z 14 CLASS "3" CONCRETE (5 1/2 SACK) 3 CEMENT PER YARD) < = EXPANSION JOINTS EA. 30' UY2" WEAKENED PLANE JTS. EA. 15' Q POUR ON 12" SUBGRADE COMPACTED V, I- w TO 90% RELATIVE DENSITY. Imo- N Q Lu 1 TYPE "B" 6" CURB & GUTTER � N C4 C.O.B. STANDADRD DETAIL ST -1 @ NO SCALE Lu +- Us z Lu Q VARIES, 4' -8' PER PLANS LU a Lu U VARIES, 2' - 4' VARIES, 2' - 4' � PER PLANS PER PLANS - Z v> O Z ` O LIJ L'-' Q Zz N --- p w 1 O w I_ O Co CL COMPACTED SUBGRADE TO 95% RELATIVE DENSITY J N EXPANSION JOINT _J Cz 0 olj Lu w a- > O BEADED REFLECTIVE PAINT UY2" DOWEL GREASED ON O ONE END @ 2'-0" O.C. V, I- w -- ------- - - - FINISH GRADE I A.C. PAVEMENT A.C. PAVEMENT Q IU QzQ 1 --- - w C!f� Z0000 <C.Q zU z m Q O V)LL_ v� a CL 2 AGG.BASE N Q � NOTE: "2" - - QO ` = J LIJ L'-' CLASS CONCRETE (5 1/2 SACK) CL. 2 AGG.BASE Uf CEMENT PER YARD) V) r- () FLOWLINE TOP OF RAMP 4'-2" MIN Z = WEAKENED PLANE JTS. EA. 15' EXPANSION JOINTS EA. 40' POUR ON 12" SUBGRADE COMPACTED COMPACTED O.G. TO w Z WEAKENED PLANE JTS. EA. 20' f-� w 7.5% MAX COMPACTED SUBGRADE TO 95% 2 4 - 8 V -GUTTER QJ RELATIVE DENSITY. Lu Q C4 SCALE: NONE p z = CONCRETE POST FOOTING C4 SCALE: NONE LU �O N.T.S. J N EXPANSION JOINT _J Cz 0 olj PAINT (2) WITH COATS WHITE O BEADED REFLECTIVE PAINT UY2" DOWEL GREASED ON WALK , 5 WHERE OCCURS. ONE END @ 2'-0" O.C. V, I- w -- ------- - - - FINISH GRADE I A.C. PAVEMENT U ------------F----1 R=1_/2' io IU QzQ 1 --- - w Oui CL Z0000 <C.Q zU z m Q 0000 000000 0000�¢000a CURB (BOTH v� a CL 2 AGG.BASE N Q FOR 2 BINS: 2 - WIDE DOOR y� - - QO ` = J ? O CLASS "3" CONCRETE (5 1/2 SACKS CASE F <n Lu CEMENT PER YARD) 9 Uf Q J V) r- () FLOWLINE TOP OF RAMP 4'-2" MIN Z = WEAKENED PLANE JTS. EA. 15' F - 3w Z POUR ON 12" SUBGRADE COMPACTED COMPACTED O.G. TO < Q p TO 90% RELATIVE DENSITY. � f-� w 7.5% MAX -- - p Z 4 6" CONCRETE J G- Q QJ U I- 1" 1 ["I I.IT n o_ n a niirn nnn SIDEWALK/WALKWAY EXPANSION JOINT NO SCALE JOINT FILLER DNC. IIDEWALK LAB cn Z � uj EXPANSION JOINT -- - p Cz 0 AT SIDEWALKS. PAINT (2) WITH COATS WHITE UJ w S N BEADED REFLECTIVE PAINT 00000000 > 00000000 � 00000000 ME 00000000 00000000 00000000,^ 00000000 00000000>000000000 00000000 -000000000 00000000 00000000oc -- -CONCRETE O O OU WALK , 5 WHERE OCCURS. BACKGROUND PAINT I- ___- w O -- ------- - - - FINISH GRADE I A.C. PAVEMENT LuQ ------------F----1 R=1_/2' io -- - p ~ z 1 = Oui CL Z0000 <C.Q 000°000 RETAINING Z `n a 0000 000000 0000�¢000a CURB (BOTH v� a CL 2 AGG.BASE N Q FOR 2 BINS: 2 - WIDE DOOR y� --- - U � ` SEE NOTE 10 A ? O CLASS "3" CONCRETE (5 1/2 SACKS CASE F 3: LL CEMENT PER YARD) 9 GUTTER Q J EXPANSION JOINTS EA. 30' FLOWLINE TOP OF RAMP 4'-2" MIN -- - p Q WEAKENED PLANE JTS. EA. 15' L Z POUR ON 12" SUBGRADE COMPACTED COMPACTED O.G. TO = Co TO 90% RELATIVE DENSITY. 95% RELATIVE DENSITY f-� 7.5% MAX ° 4 6" CONCRETE CURB QJ TYPICAL SECTION WITH Lu Q C4 SCALE: NONE = CONCRETE POST FOOTING LU U " 0� w w� N p ,--ADA SIGN, SEE DETAIL 12 = m - (TYPICAL) V) O p - Z Z -- - Q Q�0_ 0:� Co p p - - 3i O Q Lu w - z Lu Q NU w J - = Z Q w C) 3'-0" SQUARE SYMBOL -- - p OF ACCESSIBILITY, 0 PAINT (2) WITH COATS WHITE p Lu z ~ BEADED REFLECTIVE PAINT 00000000 > 00000000 � 00000000 ME 00000000 00000000 00000000,^ 00000000 00000000>000000000 00000000 -000000000 00000000 00000000oc OVER (2) COATS BLUE _ BACKGROUND PAINT Q w (TYPICAL) _ W� issue date -- - p ~ z 1 = - V) X Lu Z0000 <C.Q 000°000 RETAINING FOR SINGLE BIN: 2 - 4' WIDE DOOR a 0000 000000 0000�¢000a CURB (BOTH v� Z X O Q U w z = --U O 9' - v w zJ 5 zU- -- W oZ C4 _ � 0 r --- - Ut= tol VERTICAL CURB PER PLAN ---CONCRETE STOPPER 8' 4" WIDE PAINTED BLUE STRIPING, 2 COATS (TYP.) 4" WIDE PAINTED WHITE STRIPING, 2 COATS (TYP.) ACCESSIBLE STALL DETAIL SCALE: NONE 9' 00 SIDEWALK 97. MAXoo°o°o°0 0 00°0°0°0°0 97. MAX AT CURB 000000 $0000000 AT CURB 000000 000000 4'-0" MIN CASE A �A SIDEWALK 1.5%1 MAX NOTE 10 Q N z x¢ FRONT EDGE 1 `1 OF SIDEWALK FRONT 7.5% EDGE OF �o 00000000 > 00000000 � 00000000 ME 00000000 00000000 00000000,^ 00000000 00000000>000000000 00000000 -000000000 00000000 00000000oc SIDEWALK a 6" M AX a MAX 0 U) ,- w . _ issue date \ 1/" DOWEL GREASED ON ONE END @ 2'- _z ACCESSIBLE N z x¢ FRONT EDGE 1 SIGN LOCATED IN FRONT OF OF SIDEWALK 1 1.5% MAX 7.5% MINIMUM 00000000 > 00000000 � 00000000 ME 00000000 00000000 00000000,^ 00000000 00000000>000000000 00000000 -000000000 00000000 00000000oc 000000000 000000000 000000000 000000000 000000000 000000000 000000000 000000 0 0000000 o .0000001 6" M AX a MAX 0 U) ,- TYP . _ issue date � j z Z0000 <C.Q 000°000 RETAINING FOR SINGLE BIN: 2 - 4' WIDE DOOR a 0000 000000 0000�¢000a CURB (BOTH o°o°v' 0000 SIDES OF 0000,_ g 0000 000000 0ANRAMP) 000000 0M FOR 2 BINS: 2 - WIDE DOOR I� SEE NOTE 10 A Drawn By: CER CASE F GUTTER FLOWLINE TOP OF RAMP 4'-2" MIN FOR 4 BINS: 4- 5' WIDE DOOR ROUNDED-� I CONCRETE POST FOOTING -�I SEE NOTE 8 -ID=1/3 H CheCt.ed By: 1 .5% MAX f-� 7.5% MAX revisions SECTION A -A N PAVING HOLD 1/" DOWEL GREASED ON ONE END @ 2'- _z ACCESSIBLE RETAINING CURB 9__ IF NECESSARY AT 5'-0° EDGE OF SIDEWALK to MIN Q Y Q 3: � \p Y - J < 00000000 w R7-88 "VAN ACCESSIBLE" 1 SIGN LOCATED IN FRONT OF 7. 5% 1 1.5% MAX 7.5% MINIMUM 00000000 > 00000000 � 00000000 ME 00000000 00000000 00000000,^ 00000000 00000000>000000000 00000000 -000000000 00000000 00000000oc 000000000 000000000 000000000 000000000 000000000 000000000 000000000 000000 0 0000000 o .0000001 ox Inn �m M AX a MAX 0 U) ,- X ¢ f . _ issue date j (NOT ATTACHED) BUMPER CURB WITH 1/2" FOR SINGLE BIN: 2 - 4' WIDE DOOR RADIUS CORNERS (TYPICAL) FOR 2 BINS: 2 - WIDE DOOR Drawn By: CER FOR 3 BINS: 3 - WIDE DOOR WALL FOOTING FOR 4 BINS: 4- 5' WIDE DOOR I CONCRETE POST FOOTING -�I `-� -ID=1/3 H CheCt.ed By: CANE TAND LE revisions N PAVING HOLD TYPICAL SECTION WITH GATES OPEN (TYPICAL) CONCRETE POST FOOTING N.T.S. 1REVISIONS PER C.O.B. -• -T= 3" SQUARE METAL TUBE 11 /1-29/18 SET IN CONCRETE �2 REVISED UTILITY ROOD 1/11/19 GREASE BARREI, ENCLOSURE OPTIONAL UNLESS REQUIRED REVISIONS PER C.O.B. L 3 BY SOLIC WASTE 1/15/19 GATE POST DBSI RE`✓IE�N (TYP.) O _ 11 STANDARD Co RETAINING CURB 9__ IF NECESSARY AT 5'-0° EDGE OF SIDEWALK to MIN Q Y Q 3: � \p Y - J < 00000000 w R7-88 "VAN ACCESSIBLE" 1 SIGN LOCATED IN FRONT OF 7. 5% 1 1.5% MAX 7.5% MINIMUM 00000000 > 00000000 � 00000000 ME 00000000 00000000 00000000,^ 00000000 00000000>000000000 00000000 -000000000 00000000 00000000oc 000000000 000000000 000000000 000000000 000000000 000000000 000000000 000000 0 0000000 o .0000001 ox Inn �m M AX a MAX 0 U) ,- X ¢ f . _ issue date j SEE NOTE 10 CASE C I4 C) O O CENTER 0 C) O 0 CENTER SPACING C) C) O RAISED TRUNCATED DOME PATTERN (IN-LINEi DETECTABLE WARNING SURFACE SEE NOTE 10 0 Cl! 0.45" _ , o TOP' -'DIA, 0.9" BASE DIA O RAISED TRUNCATED DOME GUTTER RETAINING FLOWLINE CURB IF NECESSARY ----- ---------------, 1.5% Max SEE NOTE 8 SECTION C -C R99 (CA) DISABLED PARKING SIGN LOCATED IN FRONT OF ALL ACCESSIBLE STALLS. VAN R7-88 "VAN ACCESSIBLE" 1 SIGN LOCATED IN FRONT OF 6.0" EACH VAN ACCESSIBLE SPACE. O MINIMUM 9"x12" SIGN STATING "MINIMUM FINE FINE $250" LOCATED IN FRONT OF $250 ALL ACCESSIBLE PARKING STALLS. -2" STEEL PIPE, ROUND OR SQUARE, SET IN CONCRETE LZi]�I�r�7:za7�iliP►[�72149 PAVEMENT SURFACE CONCRETE FOOTING 7 ADA SIGN DETAIL C4 SCALE: NONE 1" � c1I AIT n o_ n e Hurn nnn SIDEWALK/WALKWAY EXPANSION JOINT NO SCALE NOTES: 1. AS SITE CONDITIONS DICTATE, CASE A AND CASE F CURB RAMPS MAY BE USED FOR CORNER INSTALLATIONS. 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODA E RAMP AND 4'-2" PLATFORM (LANDING) AS SHOWN IN CASE A, THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B, OR C. 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. 4. AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE AND THE FLARED SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED POSITION. 5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4'-0". 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. 7. THE ADJACENT SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS AND STREETS SHALL BE AT THE SAME LEVEL. 8. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT BE STEEPER THAN 5 PER -ENT GUTTER PAN SLOPE SHALL NOT EXCEED 1" OF DEPTH FOR EACH 2' OF WIDTH. 9. TRANSITION GUTTER PAN SLOPE FROM 1" OF DEPTH FOR EACH 2'-0" OF WIDTH TO MATHC TYPICAL GUTTER PAN SLOPE PER STANDARD PLAN A87A. 10. THE DETECTABLE WARNING SURFACE WILL BE A RECTANGLE AS SHOWN AT BACK OF CURB, UNLE'SS MODIFIED IN THE PROJECT PLANS. CURB RAMP SHALL HAVE A DETECTABLE WARNING SURFACES THAT EXTENDS THE FULL WIDTH AND 3'-0" WIDTH OF THE RAMP. 11. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 3.5" MINIMUM. 12. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMP CONSTRUCTION. 13. DETECTABLE WARNING SURFACE MAY HAVE TO BE CUT TO ALLOW REMOVAL OF UTILITY COVERS WHILE MAINTAINING DETECTABLE WARNING WIDTH AND DEPTH. ACCESSIBLE CURB RAMP DETAILS SCALE: NONE TYPE "B" 6" WIDTH VARIES -SEE PLAN CURB & GUTTER SHEET C4 AND C5 SEE DETAIL 1 2% MAX. THIS DWG. _ - I------ -�I I I ` �\ 4" THK. CONCRETE WALKWAY W/ TYPE "B" CURB & GUTTER WIDTH VARIES -SEE PLAN 6" CON[. CURB- SHEET C4 AND C5 SEE DETAIL 4 THIS DWG. 2% MAX. PAVEMENT � x t4" THK. CONCRETE WALKWAY W/ 6" CURB WDTH VARIES -SEE PLAN SHEET C4 AND C5 LANDSCAPE AREA LANDSCAPE AREA (SEE SEPARATE (SEE SEPARATE PLAN) 2� PLAN) ,rX, 4" THK. CONCRETE WALKWAY ONLY 1. CONCRETE FOR WALKWAY SHALL BE CLASS "3" (5 SACKS PER CU. YD.) ON 0.5' COMPACTED O.G. TO 90% RELATIVE DENSITY. 2. EXPANSION JOINTS SHALL BE PLACED AT SIDES OF STRUCTURES, END OF CURB RETURNS, AND OPPOSITE EXPANSION JOINTS IN EXISTING CURB. MAXIMUM SPACING - 60 FT. 3. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT 15 FOOT INTERVALS OR AS DIRECTED BY THE ENGINEER. 4. SCORE WALKWAY IN RECTANGLES OF NOT LESS THAN 12 SQUARE FEET NOR MORE THAN 20 SQUARE FEET. 5. CONCRETE SHALL BE CURED WITH A WHITE PIGMENTED CURING COMPOUND COMPLYING TO SECTION 90-1.038 OF THE STANDARD SPECIFICATIONS. 9 CONCRETE WALKWAY C4 NO SCALE 6» 3'-0" 6" r \ \ \/\ 12" 0 PACTED CONSTRUCT WITH CLASS "B" SUBGRA E TC 90% (51/2 SACK CEMENT PER YARD) CONCRETE, POUR ON 12" COMPACTED SUBGRADE 6" CURB GUTTER LIP----,\ SLOPE SEE_ P- LAN SEE PLAN rl 2 INLET TROUGH C4 NO SCALE 61)' DRAINAGE -------BASIN PLACE 5' x 3' -D50 = 8IN RIP RAP AT END OF INLET TROUGH J 3 U O m w v m 0 00 I 1'-5" UNAUTHORIZED VEHICLES PARKED IN DESIGNA TED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHIN( PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWS A WA Y A T O WNER'S EXPENSE. TOWED VEHICLES MA Y BE RECLAIMED AT B. P.D. OR BY TELEPHONING 327-7111 I REFLECTORIZED PORCELAIN SIGN WITH 1" HIGH WHITE TEXT AS SHOWN, BLUE BACKGROUND COLOR 15090 PER FS 595A. CONTRACTOR TO VERIFY WITH OWNER ALL INFORMATION SHOWN ON SIGN INCLUDING ADDRESS AND PHONE PRIOR TO PRINTING. ALL PRINTING TO BE PERMANENTLY AFFIXED. 2" STEEL PIPE, ��- ROUND OR SQUARE, SET IN CONCRETE FACE ri 0 ADA ENTRANCE SIGN C4 R1 0013 (CA SCALE: NON QR -;14141 oul 0- MIN. FOR �, 3 & 4 BINS _ GATE POST -SEE DETAIL 20 (TYP ) 1 6.0" W o O U w In 1/16" PER FOOT MIN. m 1/8" PER FOOT MAX. N z issue date j (NOT ATTACHED) BUMPER CURB WITH 1/2" FOR SINGLE BIN: 2 - 4' WIDE DOOR RADIUS CORNERS (TYPICAL) T- 6.0" ❑ 6.0" z GREASE BARREL ENCLOSURE m OPTIONAL UNLESS REQUIRED o BY SOLID WASTE "� -- GATE DETAILP 200T -SEE LAN (TYP.) NOTES: 1. ALL WORK SHALL CONFORM TO THE SECTION OF THE STANDARD SPECIFICATIONS ENTITLE[ "STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMEN C OF TRANSPORTATION", APPROVED CURRENT EDITION AND THE FOLLOWING GENERAL NOTES: 2. SUBGRADE PREPARATION SHALL BE CONSTRUCTED TRUE TO GRADE AND CROSS SECTION, PITH COMPACTION OF 90% TO A DEPTH OF 6.0" (0.15m). 3. CONCRETE SHALL BE C:_ASS "3" AND HAVE A SLUMP BETWEEN 2.5" (65mm) and 5.5" (0.14m). THE SURFACE SHALL BE FINISHED TO GRADE AND CROSS SECTION WITH A FLOAT, TROWELED SMOOTH, AND FINISHED WITH A BROOM. 4. CONCRETE SHALL BE CJRED WITH A WHITE -PIGMENTED CURING COMPOUND COMPLYING TO SECTION 90-7.01B OF THE STANDARD SPECIFICATIONS. 5. CONCRETE SHALL CONTA N NO ADDITIVES UNLESS PRIOR WRITTEN APPROVAL IS OBTAINEC FROM THE CITY ENGINEER. 6. IF ANY PLACE, PREMISES OR USE OF PROPERTY ACCUMULATES OR GENERATES SUFFICIENT REFUSE TO REQUIRE MORE THAN FOUR STANDARD CONTAINERS THE SOUD WASTE MAY REQUIRE OCCUPANT TO PROVIDE AND INSTALL A DETACHABLE BIN -BOX OF SUFFICIENT CAPACITY TO HOLD ACCUMULATED REFUSE. 7. DETACHABLE BIN REFUSE CONTAINERS SHALL BE PLACED ON A CONCRETE REFUSE CONTAINER PAD AT GRADE LEVEL. 6" CONCRETE BLOCK CAP #4 BAR CONT. TYPICAL 6"X8"X16" CONCRETE BLOCK FILL ALL CELLS WITH GROUT �_#4 BAR CONT. TYPICAL Cc #4 BARS ® 32" 0/C 171 M 6"/) r--1/2" RADIUS 4- 4" PAVED It 00� �� _ SURFACE I a } -CLASS "B" P.C.C. #4 BARS N W TYPICAL SECTION WITH 'a n. CONCRETE BLOCK WALL NTS. BIN ENCLOSURE SEE NOTE NO. 4 6" BUMPER CURB 3" -CLASS "B" P.C.C. PAVED SURFACE _j' TYPICAL SECTION WITH CHAIN LINK FENCE NTS. 8. SOLID WASTE MAY REQUIRE AN ENCLOSED STRUCTURE AROUND DETACHABLE BIN REFUSE CONTAINERS !F THEY DETERMINE AN UNENCLOSED BIN TO BE UNSIGHTLY. 9. THE BIN ENCLOSURE MAY BE CONSTRUCTED OF CONCRETE BLOCK, PER DETAIL ON THIS STANDARD, CHAIN-LINK FENCE PER STANDARD D-12 OR OTHER MATERIAL. MATERIAL AND DESIGN SHALL BE SUBJECT TO THE SOLID WASTE APPROVAL. 10. REFUSE CONTAINER PADS SHALL BE CONSTRUCTED J= 4.0" (100mm) THICK CONCRETE WITH AN INTEGRAL CONCRETE BUMPER CURB ON THREE SIDES AT LEAST 8.0" (0.2m) IN HEIGHT AND 6.0" (0.15m) IN WIDTH. THE MINIMUM PAD SIZE TO INSIDE FACE OF BUMPER CURBS SHALL BE EIGHT 8.0' x 6.0' (2.4m x 1.8m). THE PACS AND THE 10.0' (3.0m) WIDE AREA IN FRONT OF THEM SHALL SLOPE AWAY FROM THE REAR BUMPER CURB AT BETWEEN ONE -SIXTEENTH (0.0625") AND ONE -EIGHT (0.125") INCH PER FOOT. (2mm and 5mm per 0.3m) 11 WHERE THERE IS AN ALLEY ABUTTING THE PREMISES, REFUSE CONTAINERS SHALL BE PLACED ADJACENT TO THE ALLEY. 12. ANY DEVIATIONS FROM THIS STANDARD MUST BE APPROVED BY THE SOLID WASTE PRIOR TO CONSTRUCTION. 13. SEE DETAIL ST -25B FOR GATE DETAILS. SOLID WASTE PRIOR TO CONSTRUCTION. 6.0' MIN. FOR SINGLE BIN ..0 3 & 4 BINS MI FOR :'., I 2" SPACE INCGRPORATE 6950 West Morelos Place Chander, AZ 85226 P 602 . 264 . 7263 www.(Jbsi-inc.com DAT--: LAND SURVEYMiG • ^ 1ft ENGIN_LFING 2018 WIMEI 2001 VkffLAN 00111 - BAnRfE D, CA 93309 10/03/18 - (661) 834-1814 834-x.172 FAX 1801401GP02R-2- 1 i i CONSTRUCTION PROJECT NO.: 2912.024.00 = 1 CLEAR OPENING TO UNE UP WITH BUFFER WALL 3" SQUARE METAL TJBE SET IN CONC. issue date j (NOT ATTACHED) 10/03 /18 FOR SINGLE BIN: 2 - 4' WIDE DOOR FOR 2 BINS: 2 - WIDE DOOR Drawn By: CER FOR 3 BINS: 3 - WIDE DOOR WALL FOOTING FOR 4 BINS: 4- 5' WIDE DOOR I CONCRETE POST FOOTING -�I `-� -ID=1/3 H CheCt.ed By: CANE TAND LE revisions N PAVING HOLD TYPICAL SECTION WITH GATES OPEN (TYPICAL) CONCRETE POST FOOTING N.T.S. 1REVISIONS PER C.O.B. -• -T= 3" SQUARE METAL TUBE 11 /1-29/18 SET IN CONCRETE �2 REVISED UTILITY ROOD 1/11/19 GREASE BARREI, ENCLOSURE OPTIONAL UNLESS REQUIRED REVISIONS PER C.O.B. L 3 BY SOLIC WASTE 1/15/19 GATE POST DBSI RE`✓IE�N PLAN (TYP.) _ 11 STANDARD REFUSE R LNG C4 CONTAINER PAD AND GATE PER C; -.Es. ST-'.LDA ;D DE JAIL_SPLA N ST --2-', ST -28 AND ST -29. DETAILS Lj G4 8 CITY RECORDS NO: Of z O 1= Q O o Z w Q Z � O� WC Q L y o� a:5 N -- Z 4n 3 Q-�C p a J U U 00 W S � UN Q W �- UL z -- Lu W o Li - ED 0> f --- Z N O01= _ Q F- zQ _ oz CY W O w 0 r ---- U w 0r Cl< W W CL oe OQ CL CY C' V) O� LL J J 0 _ — W W N w W Z w_ cn r— Q� �N 0 Z O J (n o <� �O -- U czIj �— W U U W Q J w 0 U Z U E Q - 2: Z J CLO Q CYC LL = J U� N W f— _ i� Q Z � Q W n UQ cn QW Z J J LL Q U '— ED o W W Ln _ z 00 _ O U F-� a�O W U- J Ell Q - U 7 - � z �Q --- CY z0 �:" Q W J CLQ m — Q Q LUJ W =m - o0 J z QJ W Q 0 = W N �W W� -- - �Q _- V) o J �7, J m _. F - 0p _ Z z -- - �E Q Q Z75 C: 00 °Q W 1 W — J W Q C/ -)U WQL J = LL z Q ~ W �o 0 z W o---- z F- F- V) _ J QW W CL o F -- --- - = W cn X z W LL V z - - OX _ Q Q U w - U O _ CL V) i= W _ LC N Q z - LL LL. �O --- Uj Z o0\o U� J 374 372 370 368 366 364 362 360 358 107. 354 0+75 SECTION A SCALE 1" = 20' HOR. 1" = 4' VERT. 374 372 370 368 366 364 362 360 358 356 354 0+75 1+00 2+00 3+00 4+00 SECTION 8 SCALE 1" = 20' HOR. 1" = 4' VERT. 1+00 2+00 3+00 4+00 374 372 370 368 366 364 362 360 358 356 354 4+50 374 372 370 368 366 364 MOW 360 358 356 — 354 4+50 6,q _ d � "i CITY RECORDS NO: 0 a IN U.) R PORATE 6950 West Morelos Place Chandler, AZ 85226 P 602. 264. 7263 www.dbsi-inc.com DAM {� CAI_`E� MCINTOSH &AssocwEs LAND SURVEYING • !I AL ENGINEERING 02018 2001 W -MAN CCUi.T - BAKI- SFIELD, CA 93309 10/03/18 (661) 834-4314 834-[972 FA( 1801401GP02R_2 V CONSTRUCTION PROJECT NO.: 2912.02""'4.00 issue date 10/03/18 DraWl-By: CER Checked By: revisions REVISED PER C.O.B. REVISED UTILITY ROOP 1/1 I/19 REVISED PE-. C.O.B. -3 1/16/19 DBSI REVIEW C5 of 8 Z; 0 0> LJ_ Z < 7 0 0) LIJ 0:5 LL_ 1A < C) _J < Qo UJ C4 QO L.0 Z LU •� W CL LJ0 U_ LLJ V) Z Z 00 Z I - Z LLJ 0w 0a- W U LU LU UJ CL > 0 �- W < CL W 0 U_ 0 UJ C14 U.1 W LLI c/) =-j -F 0 Uj 7- W -r V) < Z 00 J fn 060 < 0 L) V) W LLI F- U LU < LU_J 0f ZD 0U Z u < Z CL 0 V) W < LL. _J Z:) LUV) V) W vi F - Z F- V) LLJ CZ C) < LLJ Z __J CL 0 Z LU ::D 0 LU LU Z 00 0 U F- (34 oe 0 LU U_ UJ < U O CLLU 7; V) <Z V) () ot� Z 0 3: LL_ < LU _J < U-1 LU 1: ca 1- 0 F- 0 -7 < J UJ < 0 -F LLI L) W LU U.J CL r) 00 V) n < < Z-1;3 ne Inn n 0 < LIJ LLJ UJ < UJ 0 - CL 7= < tZ LU 3o 0Z LLJ F- 0 U3 Z V) UJ CL w C) F - Z LU F- X LU LL_ .6 Z 0Q w (-)0 UJ F_ CL V) UJ LL_ LL. � 0 UJ Z 00go U REPORT OF PRELD41NARY GEOTECHNICAL / GEOLOGIC STUDY PROPOSED ,it SQUARE FOOT BANK �mrag PROJECT NO.: 1174-A18 REPORT NO.: 1. APRIL 2, 2018 SUBMITTED TO- DBSL INC. 6950 WEST MORELOS PLACE CHANDLER, AZ 85226 PREPARED BY: HILLTOP GEOTECHNICA4 INC. 786 SOUTH GIFFORD AVENUE SAN BERNARDINO, CA 92408 1174-A8.1 April 2, 2018 Page 23 of organic material into the earth materials proposed to be used as structural fill should not be permitted. Man-made objects encountered (i.e,, septic tanks, leach lines, irrigation systems, underground -utilities, old foundations, construction debris, etc,) should be overexcavated, exported from the site, and legally disposed of off site. Cesspools or seepage pits, if encountered (none were encountered during this study), should be abandoned and capped according to directions and supervision of Kern County Department of Health, the State of California, and/or the appropriate governmental agency procedures which has jurisdiction over them before fill and/or pavement is placed over the area. If no procedures are required by the Health Department or if the following recommendations are more stringent, the cesspool or seepage pit should be pumped free of any liquid and filled with a low strength sand cement slurry to an elevation 5.0 feet below the final site grade in the area. The upper 5.0 feet of the cesspool or seepage pit should be excavated and the area backfilled with a properly compacted fill material. The location of the cesspool or seepage pit should be surveyed and plotted on the final `As -Graded' plan prepared by the project Civil Engineer. Wells, if encountered, should be abandoned and capped according to directions and supervision of Kern County Department of Health, the State of California, and/or the appropriate governmental agency procedures which has jurisdiction over the well before Ell and/or pavement is placed over the area. Excavation Characteristics , Excavation and trenching within the subject property to the depths anticipated for the proposed development is anticipated to be relatively easy in the near -surface undocumented fills and alluvial materials on the subject site and should be ENM 1174-A8,1 April 2, 2018 Page 27 Consultant, and/or his representative. The scarification and recompaction of the exposed overexcavation bottoms in alluvial materials may be deleted upon approval by the project Geotechnical I Geologic Consultant, and/or his representative when in-place density test results in the undisturbed alluvial materials indicate a relative compaction of 90 percent or greater. Import Material Import fill should be'N-on-Expansive'as defined in Section 1803.5.3, `Expansive Soil,'iuthe 2016 CBC (i.e., Expansion Index :5 20) as determined by current ASTNI D4829 procedures and have strength parameters equivalent to or greater than the on-site earth materials. Import fill material should be approved by the project Geotechnical / Geologic Consultant prior to it being brought on-site. Fill Placement Requirements Fill material, whether on-site material or import, should be approvedby the project Geotechnical I Geologic Consultant and/or his representative before placement. Fill material should be free from vegetation, organic material, debris, and oversize material (i.e., 3 inches in maximum dimension). Approved fill material should be placed in horizontal lifts not exceeding 6.0 to 12 inches in compacted thickness or in thicknesses the grading contractor can demonstrate that he can achieve adequate compaction and watered or aerated to obtain optimum moisture content to 3.0 percent above optimum moisture content. Each lift should be spread evenly and should be thoroughly mixed to ensure uniformity of earth material moisture. Fill soils should be compacted to 90 percent or greater relative compaction. Maximum dry density and optimum moisture content for compacted materials should be determined in accordance with current ASTM D 1557 procedures. ii i 1174-A18.1 April 2, 2018 Page 2 signed reports should be saved for submittal, and the other required documentation to the appropriate agency having jurisdiction over the project for review and permitting purposes. If you have any questions after reviewing the findings and recommendations contained in the attached report, please do not hesitate to contact this office. This opportunity to be of professional service is sincerely appreciated, Respectfully Submitted, HILLTOP GEOTECHNICAL, INC. or L V , '4 0 CERTIFIED Ul 0 ex ENGINEERING C 4- C A t ­W1 Mark Hulett, CEG No. 1623 Sundaramoorthy Srirajan, PE No. 68601 President tAAL a. Senior Engineer Date Signed: fN40, 0- xe ", Ashley uI tt 0 No. 9533 Staff Geologist 1.0. AH/MH/SS/ss 3/4' Distribution: (4) Addressee 60-100 Via U.S, Postal Service 40.80 (1) Addressee 10-40 pdf Copy Via E -Mail Attn-* Mr. Shawn Clow (S_q1ow@dbsi-inc.com) HILLTOP GEOTECHNICAL, INC. 1,174-A8.1 April 2, 2018 Page. 24 accomplished with conventional earth -moving equipment since the drill rig equipped with flight augers was able to penetrate to the indicated depths. Materials were not encountered or are anticipated at shallow depths that would require heavy ripping or blasting to excavate. It is not anticipated that a significant amount of oversized rock material (i.e., 12 inches in greatest dimension) will be generated during the removal and replacement process within the alluvial materials which will require special handling during the development of the site. Suitability of On -Site Materials as Fill In general, the on-site earth materials present below any topsoil and/or highly organic materials are considered satisfactory far reuse as fill. Fill materials should be free of significant amounts of organic materials and/or debris and should not contain rocks orclumps greater than 12 inches in maximum dimension. Itis noted that the average in-situ moisture content ofthe near -surface fill and colluvial earth materials on the subject site at the time this field study was performed was below the optimum moisture content for the on-site materials and that moisture will have to be added to the on-site earth materials if the earth materials are to beusedas compacted fill material in the near future. No significant amount of oversized rock materials are anticipated to be generated from the cuts performed in the local materials. Removal and Recompaction Uncontrolled or undocumented fills and/or unsuitable, loose, or disturbed near - surface incompetent, porous, collapsible alluvium in proposed areas which will support structural fills, structures (ie., buildings, decorative block walls, retaining walls, trash enclosure wells, etc.), exterior hardscape (i.e., sidewalks, patios, curb / gutters, etc.), and pavement should be prepared in accordance with the following recommendations for grading in such areas. If overexcavation of undocumented V.44 AW61 U r" 9019 90 *V UN trill 1174-A8.1 April 2, 2018 Page 28 Compaction Equipment It is anticipated that the compaction equipment to be used for the project will include a combination of rubber -tired, track -mounted, sheepsfoot, and/or vibratory rollers to achieve compaction. Compaction by rubber -tired or track -mounted equipment, by itself; may not be sufficient. Adequate water trucks, water pulls, and/or other appropriate equipment should be available to provide sufficient moisture and dust control. The actual selection of equipment and compaction procedures are the responsibility of the contractor performing the work and should be such that uniform compaction of the fill is achieved. Shrinkage, Bulking, and Subsidence There will be a material loss due to the clearing and grubbing operations. The following values are exclusive oflosses due to clearing, grubbing, tree root removal, or the removal of other subsurface features and may vary due to differing conditions within the project boundaries and the limitations of this study. Volumetric shrinkage of the near -surface earth materials (i.e., undocumented fill' and near -surface alluvium) on the subject site that are excavated and replaced as controlled, compacted fill should be anticipated. It is estimated that the average shrinkage of the near -surface earth materials within the upper 6.0 feet of the site which will be removed and replaced will be approximately 7 to 13 percent, based on fill volumes when compacted to 90 to 95 percent of maximum dry density for the earth material type based on current ASTM D1557 procedures. For example, a 7 percent shrinkage factor would mean that it 'would take 1.07 cubic yards of excavated material to make 1.0 cubic yard of compacted fill at 90 percent relative compaction. A higher relative compaction would mean a larger shrinkage value. HILLTOP GEOTECHNICAL, INC. 11'7.1-A8.1 April 2, 2018 Page 21 SITE PREPARATION RECOMMENDATIONS General The grading recommendations presented in this report are intended for: 1) the rewi irk of unsuitable, near -surface, fill and alluvial earth materials to create a uniformly thick engineered 1,uilding pad and satisfactory support for exterior har(iscape (i.e., sidewalks, patios, etc.) and pavement; and 2) the use of a shallow foundation system and concrete slabs cast on -grade for the proposed structures. If hardscape and pavement subgrade earth materials are prepared at the time of graiiing of the building site, and the improvements are, not constructed immediately, additional observations and testing of the subgrade earth material will have to be performed to locate areas which may have been damaged by construction traffic, construction activities, and/or seasonal wetting and drying. The additional observations and testing should be performed before placing aggregate base material, Hot Mix Asphalt (HMA} concrete, and/or Portland Cement concrete (PCC) in those areas. The grading should be perf)rmed in accordance with the recommendations presented in this report. We recommend that HGI, as the Geotechnical Engineer Geologist of Record, be retained by the owner of the proposed project to observe the excavation and grading operations, foundation preparation, and test the compacted fill and utility trewh backfill. If HGI were not selected to perform thee required observation and testing of earthwork construction, HGI would cease to be the Geotechnical Consultant of Record for the project. A pregrading conference should be held at the site with representatives of the owner, the grading contractor, the City of Bakersfeld, the Civil Engineer, and a representative, of HGI in attendance. Special grading procedures and/or concerns can be addressed at that time. HILLTOP GEOTECHNICAL, INC. 1174-A8.1 April 2, 2018 Page 25 fill c moisture sensitive, collapsible earth materials is elected not to be performed in bardscape,,ourb / gutter, pavement, and decorative block wall or fence areas, penetration of irrigation wate-_,with time may cause some settlement and distress to the improvements in those -areas. The cost of the a dditional grading verses the risk of distress and cost of repairs to the structures needs to be evaluated by the proj,:ct owner. • The near -surface undocumented fill and the loose, collapsible, near -surf tee alluvial materials on the site are recommended to be overexcavated and recompacted. Based upon our exploratory excavations borings and laboratory test results, we anticipate that the overexcavation will extend to a depth of approximately 6.0 feet below existing ground surface and t7 a uniform elevation within the horizontal limits of the overexcavation in ,he areas which will receive structural fill, building structures, retainingwaU trash enclosure walls, and decorative concrete block walls. A relative compaction of 85percent or greater should be obtained in the exposed earth material at the overexcavation depth prior to performing any scarification, moisture conditioning, and recompaction- If85 percent relative compaction - not, present, the over.-xcavaLion should be deepened until a minimun-, of 85 percent relative compaction is present, Moreover, the depth of the overexcavation within the perimeter of the proposed structure should be to a uniform elevation throughout the limits of the structure. It is noted that fill placed to construct slopes and/or support sidewalks, patios, retain walls, block walls, driveways, and pavement are considered to be structu rat fill. • In the proposed exterior hardscape (i.e., sidewalks, patio slabs, etc.), and pavement areas where structural fill will not be placed or cuts are proposed, the existing near -surface earth materials need only be processed to a depth of 6.0 to12 inchesbelow existing site grades or proposed subgrade elevation, whicheveris deeperunk-as old, undocumented fill materials are encountered at exposed grades. If undocumented fills, are encountered, they will need to be overexcavated and properly compacted fill replaced to achieve proposed grades. Due to the collapsible nature of the near -surface alluvial earth materials on the subject site, if overexcavation and replacement is not performed under the exterior concrete slabs, hardscape, pavement, curb 1 gutters, etc,, there HILLTOP GEOTECHNICAL, INC. 117--A8.1 April 2, 2018 Page 29 Asubsidence factor (Joss of elevation due to compaction ofexisting undocumented fill and/or the near -surface alluvial earth materials in place) of 0.06 to 0.11 foot per Riot of compacted earth material should be used in areas where the existing earth mat,wials are compacted in-place to 90 to 95 percent relative compaction and to a dept h of 12 inches. Subsidence of the site due to 4ettlement from the placement of less than 3.0 f3et of fill (not including the depth of overexcavation and replacement) during the planned grading operation is expected to be minimal. Altb ough the above values are only approximate, they represent the recommended estimate of some of the respective factors to be used to calculate lost volume that will occur during grading. Abandonment of Existing Underground Lines Abandonment of existing underground irrigation, utility, or pipelines, if present with inthe zone ofconstruction, should be performed by either excavating the lilies and d1ling in the excavations v%ith documented, properly compacted fill orby filling the lines with a low strength sand /aggregate I cement slurry mixture. Filled lilies should not be permitted closer than 3.0 feet below the bottom of proposed footiligs, andi 3r concrete slabs on -grade. The lines should he cut off at a distance of 5.0 feet or greater from the area of construction. The ends of the lines should he plugged with 5.0 feet or more of concrete exhibiting minimal shrinkage characteristics to prevent water or fluid migration into or from the lines. Capping of the lines may also be needed ifthe lines are subject to line pressures. The slurry should con,,ist of a Auid, workable mixture of sand, aggregate, cement, and water. Plugs should be placed at the ends of the line prior to filling with The slurry mixture. Cement should be Portland cement conforming to current ASTM 0150 specifications. HILLTOP GEOTECHNICAL, INC. 1174-A8.1 April 2, 2018 Page 22 Earthwark observation services allow the testing of only a small pereentitge, of the fill placed at the site. Contractual arrangements with the grading cont metor by the project owner should contain the provision that he is respon 3 ible for excavating, placing, and compacting fill in accordance with the recommendations presented inthis report and the approved project gradingplans and speci izations. Observation by the project Geotechnical / Geologic Consultant ar,(Uor his representatives during grading should not relieve the grading contract rx of his responsibility to perform the work in accordance with the recommerdations presented in this report and the approved project plans and specification;. The following recommendations may need to be modified and/or supplemented during grading as field conditions require. Final Grading Plan Review The project Civil Engineer should review this report, incorporate critical information on to the grading plan and/or reference this geotechnical 1 geologic study, by Company Name, Project No., Report No., and report date, on thv grading plan. Final grading plans should be reviewed by HGI when they become I riailable to address the suitability of our grading recommendatimis with respect to the proposed improvements, Clearing and Grubbing Debris, grasses, weeds, brush, trees, and other deleterious materials should be removed from the proposed building, exterior hardscape and pavement areas and areas to receive structural fill before grading is performed. Any organic material and miscellaneous / demolition debris should be legally disposed of off 4-te. Any topsoil or highly organic soils encountered should be stripped and stockpiled for use on finished grades in landscape areas or exported from the site. Disking (r mixing HILLTOP GEOTECHNICAL, INC. 1174-A8.1 April 2, 2018 Page 26 is a risk of settlement and vertical differential movement if the t,ubgrade earth materials are allowed to become saturated. Therefore, proper drainage should be established away from such improvements and minimal precipitation or irrigation water allowed to percolate into the earth materials adjacent to the exterior concrete hardscape, pavement, curbs gutters, etc. • Additional overexcavation will need to be performed in areas where the exposed subgrade can not be properly processed and recompacted per the following recommendations presented in this section of this repor.. • The limits of overexcavation for the buildingpad should extend to a G'istance of 5.0 feet or tothe depth of the overexcavation beneath the finish p a d grade for the structure, whichever is greater, beyond the structure peri meter or footing edges. The limits of overexcavation for the decorative concr a to block perimeter wall footings and/or retaining wall footings should extend to a distance of 4.0 feet beyond the footing edges or to the dept i of the overexcavation beneath the footing grade, whichever is greater. Tae limits of processing or overexcavation for exterior bardscape, curb / gu A er, and pavement areas should extend to a distance of 2.0 feet beyond tha edge of the exterior hardscape, curb / gutter, or pavement, or to the dep.li of the overexcavation beneath the finish aubgrade elevation, whichever is greater. • It is noted that localized areas, once exposed, may warrant additional overexcavation for the removal of existing undocumented fills, soft or loose, near -surface earth material, porous, moisture sensitive alluvial earth materials, and subsurface obstructions and/or debris which may not have been located duringthe field study performed for this report. Actual/ depths of removals and the competency of the exposed overexcavation bottoms should be determined by the project Geotechnical / Geologic Consultant and/or his representative during grading operations at the time they are exposed and before scarification and recompaction or the placeme n t of fill. • The exposed overexcavation bottom surfaces should be scarified to a depth of 6.0 to 12 inches, brought to optimum moisture content to U percent above optimum moisture content, and compacted to 90 percent 0:* greater relative compaction before placement of fill. Maximum dry dersity and optimum moisture content for compacted materials should be del ermined according to current ASTM D1557 procedures. The scarifica-ion and recompaction of the exposed overexcavation bottoms in bedrock ri iterials may be deleted upon approval by the project Geotechnical f Geologic HILLTOP GEOTECHNICAL, INC. 1174-A8.1 April 2, 2018 -?age 30 Water used farthe slurry mixture should befree of oil, salts, and other impurities which would have an adverse effect on the quality of the slurry. Aggregato, if used in the slurry, mixture should meet the following gradation or a suitable eqtivalent- SIEVE SIZE PERCENT PASSING 1.5" 100 1.0. 80-100 3/4' 60-100 3/8. 60-100 No. 4 40.80 No. 100 10-40 The sand, aggregate, cement, and water should be proportioned either by weight' or by volume. Each cubic yard ofalurry should not contain less than 183 pounds (2.0 sacks) of cement. Water content should be sufficient to produce a fluid, workable mix that will flow and can be pumped without segregation of the aggregate while being placed. The slurry should be placed within U hour of mixing. The contractor should take precautions so that voids within the lione to be abandoned are completely filled with slurry. Local ordinances relative to abandonment of underground irrigation, utility, or pipelines, if more restrictive, supersede the above recommendations. Temporary Roads Temporary roads created during grading should be removed in their entirety or replaced as documented compacted fill as part of the rough grading of til a tract. HILLTOP GEOTECHNICjk[,, INC. CITY RECORDS NO: Alk, Di'EtllS IN CC) R PO RATE 6950 West Morelos Place Chandler, AZ 85226 P 602 .264. 7263 www.dbsi-inc.com CAT C W, %WOM- x%TAssoc LAND SURVEYING - SIAL OtGWRING 02018 Jil 206I *F LM OW - BAMUM, G. 93309 ,10/03/18 (661) 04-43-4 834-0972 FAX 1001401GP02R-2- LA .0 A CD CONSTRUCTION PRO. ECT NO.: 291 'od Is,* 0:24,.00 issue date 10/03/18 Drawn By: CER Checked By: revisions REVISED PER C.O.B. 11/29/18 REVISED UTILITY ROOF z_2 1/11/19 REVISED PER C.O.B. 1/16/19 DBSI REVIEW 5f:)II_Ei REI't:)FiT NC7TES C6 of 8 z O 1= Q O > Z v) Q w O rn Z Q o� 0U_ -� N N 0� z � c < _ __-- U m LU0 =o UN -- — Q O LU U -- — zUjg w 0 O LULL_ U Oz ,= 0 Q ~ z;!S --- p Z 0, w Ow Om -- U w ry M Ili w — O Q Q_w O� LL- J - 0 w V) C'J --- -- LU Q Z af _ Q ~ �'z W LQ Oz 30 J_ (/7 dS 0 Qw -- () 0 U w Q w w -- — w m Q Z —_— QO U_ = J U� =)N N w OL 0 Q --- Z � � w -- Q 0 w Q p LU Q -- -- w p z J C Q Uz ---- N z LU p � WLIJ V) – Z 00 OU �� qe�0 LLU JQ LU -- Cie U OUJI CL Z N - �Z vi Q -- z w 30 Q w w m WQ - w = m 00 J z Q J J LU Q p= wN W w ww --- - Q J (5 _ J m _� - - V) -_ cn 0p Z z --- - Q p p o LU w ~ J - wU LU - Z - Q �w _ 3 p pz -- w 0 LU z� Q w LU a_ _ p '- - = Lz>J X Z w LL- - - .6 _- N - zx _._ 0 Q - ~ < -- U w -- w OO rL -- ") r w --- = m snQ Z =, _ �LL. 0 LU z 0 U!= o� EROSION CONTROL NOTES: 1. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE QUALIFIED SWPPP DEVELOPER (QSD) OR THE QUALIFIED SWPPP PRACTITIONER (OSP). 2. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE COMPLETION OF EACH WORKING DAY OR EROSION CONTROL BMP'S MUST BE IN PLACE. (EC1-EC13) 3. THE USE OF A GRAVEL BLANKET AT CONSTRUCTION ENTRANCES WITH PUBLIC ROADS IS REQUIRED AT ALL TIMES DURING CONSTRUCTION. (TC -1) 4. THE CONTRACTOR SHALL RESTRICT TRAFFIC AND POST 15 MPH SPEED LIMITS ON THE SITE TO REDUCE DUST. (WE -1) 5. THE CONTRACTOR SHALL WATER THE SITE AS NEEDED TO ELIMINATE DUST. (MINIMUM OF 650 GALLONS/AC. AND ONCE DAILY, WE -1) 6. CONSTRUCTION EQUIPMENT SHALL BE PARKED, WHEN NOT IN USE AND FOR MAINTENANCE, IN DESIGNATED AREA (NS -8,10) . 7. SILT FENCING, STRAW BALES AND SANDBAGS WILL BE INSTALLED AS DIRECTED BY THE QSD/QSP, AS NEEDED. (SE-1,SE-5,SE-6,SE-8,SE-9) 8. EXCEPT AS OTHERWISE APPROVED BY THE QSD/QSP, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY OR ON WEEKENDS WHEN THE 48-HOUR RAIN PROBABILITY FORECAST EXCEEDS 50%. 9. ALL LOOSE SOIL AND DEBRIS, WHICH MAY CREATE A POTENTIAL HAZARD TO OFFSITE PROPERTY, SHALL BE REMOVED FROM THE SITE AS DIRECTED BY THE QSP. 10. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE WITHIN THE SITE IS AT THE DISCRETION OF THE QSP. 11. EROSION CONTROL DEVICES WILL BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES AND PLANS OF THESE CHANGES SUBMITTED FOR APPROVAL AS REQUIRED. 12. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM. 13. THIS PLAN HAS BEEN CREATED AS A BEGINNING CONCEPT ONLY. IF BMP'S SHOWN ARE DEEMED INEFFECTIVE OR UNNECESSARY, QSP IS TO REMOVE OR SELECT ALTERNATIVE BMP'S FROM CASQA'S HANDBOOK AND REDLINE THIS PLAN AS NEEDED. 14. WHILE NOT ALL THE LISTED BMP'S ARE NOT INCLUDED IN THE SPECIFIC TEXT OF THE EROSION CONTROL PLAN, MANY OF THESE ITEMS ARE STILL NECESSARY TO ADDRESS SPECIFIC CONSTRUCTION PROCEDURES THE CONTRACTOR PLANS TO IMPLEMENT. THESE ITEMS SUCH AS REFUELING STATIONS, BATCH PLANTS, WASTE FACILITIES AND THE LIKE ARE NOT SPECIFICALLY SITED ON THE PLAN BUT STILL ARE REQUIRED TO BE ADDRESSED BY THE CONTRACTOR BASED ON THE CONTRACTORS PLANNED LOCATIONS. 15. ALL BMP'S MAY NOT BE LISTED ON THIS EROSION CONTROL PLAN. THE CONTRACTOR IS REFERRED TO BE FAMILIAR WITH THE SWPPP DOCUMENT FOR THIS SITE, AS IT MAY INCLUDE ADDITIONAL NECESSARY BMP'S. DUST CONTROL NOTES: CONSTRUCTION OF THE PROJECT REQUIRES THE IMPLEMENTATION OF CONTROL MEASURES RECOMMENDED BY THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT THAT CAN REDUCE FUGITIVE DUST EMISSIONS ASSOCIATED WITH THIS PROJECT: A. ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES, SHALL BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WATER, COVERED WITH A TARP OR OTHER SUITABLE COVER, OR VEGETATIVE GROUND COVER. B. ALL ONSITE UNPAVED ROADS AND OFFSITE UNPAVED ACCESS ROADS SHALL BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WATER. C. ALL LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION, LAND LEVELING, GRADING, CUT & FILL, AND DEMOLITION ACTIVITIES SHALL BE EFFECTIVELY CONTROLLED OF FUGITIVE DUST EMISSIONS UTILIZING APPLICATION OF WATER OR BY PRESOAKING. D. WHEN MATERIALS ARE TRANSPORTED OFFSITE, ALL MATERIAL SHALL BE COVERED, OR EFFECTIVELY WETTED TO LIMIT VISIBLE DUST EMISSIONS, AND AT LEAST SIX INCHES OF FREEBOARD SPACE FROM TOP OF THE CONTAINER SHALL BE MAINTAINED. E. ALL OPERATIONS SHALL LIMIT OR EXPEDITIOUSLY REMOVE THE ACCUMULATION OF MUD OR TRACKOUT FROM ADJACENT PUBLIC STREETS AT THE END OF EACH WORKDAY. (USING A PMIO-EFFICIENT METHOD, SE -7). F. FOLLOWING THE ADDITION OF MATERIALS TO, OR THE REMOVAL OF MATERIALS FROM, THE SURFACE OF OUTDOOR STORAGE PILES, SAID PILES SHALL BE EFFECTIVELY STABILIZED OF FUGITIVE DUST EMISSIONS UTILIZING SUFFICIENT WATER AND COVERING. G. ASPHALT -CONCRETE PAVING SHALL COMPLY WITH BMP THAT PREVENT INFILTRATION OF PAVING MATERIALS AND RUNOFF INTO STORM DRAIN SYSTEMS (NS -3). H. CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). 1. LIMIT CONSTRUCTION RELATED VEHICLE SPEEDS TO 15 MPH ON ALL UNPAVED AREAS AT THE CONSTRUCTION SITE. J. ALL DUST CONTROL MEASURES ARE NOT NECESSARILY LISTED HERE ON THIS PLAN, THE CONTRACTOR IS REFERRED TO THE DUST CONTROL PLAN FOR THIS PROJECT AND/OR SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT RULES TO CHECK COMPLIANCE. PROJECT AREA: AREA DISTURBED - 1.43 AC PROFILE VIEW 1.1, 1_ -i2" MINIL PERMEABLE FIBER LINING -� PLAN VIEW ISLT FCE SLT FCE SLT FCE FIBER ROLLS 8" MIN 2" MIN ,��W�!�W��W - SLT FCE SLT FCE SLT FCE 4" MAX`�WW SILT FENCE 50' MIN 12" MIN 3/4" x 3/4" WOOD STAKES MAX 4' SPACING SECTION A- A DETAIL A STOCKPILE WITH FIBER ROLLS NOT TO SCALE 'CONTRACTOR SHALL REFERENCE CASQA DETAIL WM-3 & SE -5 MAX. REACH=500' (SEE NOTE) 7[ -WOOD STAKE $' ,..i FABRIC I Q t5' Q Q TOE OF SLOPE VJ V) NOTE• CONSTRUCT THE LENGTH OF EACH REACH SO THA T THE CHANGE IN BASE ELEVA TION ALONG THE REACH DOES NOT EXCEED 1/3 THE HEIGHT OF THE LINEAR BARRIER. SILT FENCE (PLAN VIEW) 2"X2" WOOD STAKE STAKE DIMENS DETAL B GRAVEL APRON AT CONSTRUCTION ENTRANCE NOT TO SCALE 'CONTRACTOR SHALL REFERENCE CASQA DETAIL TC -1 IN SITE SWPPP & DUST CONTROL PLAN FOR SPECIFIC REQUIREMENTS FABRIC .-WOOD STAKE s 1—- 5. --END STAKE END STAKE y SANDBAGS(2-LAYERS HIGH) W TOE OF SLOPE 0 OPTIONAL MAINTENANCE OPENING DETAIL SETBACK VARIES TO FIT FIELD CONDITION SEDIMENTLADEN 2'X2' WOOD WOOD STAKE ARE NOMINAL. IONS RUNOFF SLOPE FABRIC W/RE TOP 6"] o FABRIC TO FO';ARZOUND �OGETHERS FABRIC -/M FILTERED STAKES ONE FULL TURN RU N OFF END STAKE DETAIL (TOP VIEW -- TOE OF STAKE BJ— SECTION B SLOPE 00 6" 6" 1--- WIRE TOP OF STAKES TOGETHER SECTION A—A FABRIC SECTION A STAKE A Nor£s LEGEND 1. FABRIC TO FOLD AROUND EACH STAKE ONE FULL TURN. 2. STAKES SHALL BE DRIVEN 77GH7LY TOGETHER J. JOINING SECTIONS SHALL NOT BE PLACED PLACED AT SUMP LOCATIONS. TAMPED BACKFILL 4. SECURE FABRIC TO STAKE WITH 4 STAPLES (1'XLl" STAPLE, 15 GAUGE MIN.)- DIRECTION OF FLOW JOINING SECTION DETAIL (TOP VIEWS SLOPE_ SLOPE DIRECTION DETAIL C SILT FENCE NOT TO SCALE `CONTRACTOR SHALL REFERENCE CASQA DETAIL SE -1 LEGEND MATERIAL LAY -DOWN AND EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT. (SEE DETAIL A & WM-3) CURB INLET PROTECTION (SEE DETAIL D & SE -10) 50' LONG GRAVEL PAD AT CONSTRUCTION ENTRANCE (SEE DETAIL B & TC -1) CONSTRUCT CONCRETE WASHOUT (PER DETAIL E & WM-8) SLT FCE SILT FENCE (DETAIL C & SE -1) .. . SITE BOUNDARY - - - - - - - - BUILDING PAD FR — FIBER ROLLS (SE -5) --- o PROPOSED STORM DRAIN LINE CONSTRUCTION NOTES: POST "NO TRESPASSING" SIGN AT PROJECT ENTRANCE(S) 0 { 2) POST "CONSTRUCTION TRAFFIC 15 MPH" SIGN AT PROJECT ENTRANCE(S) MATERIAL LAY -DOWN AREA. (WM-1) 4 EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT. (NS -9, NS -10) GRAVEL PAD AT CONSTRUCTION ENTRANCE MIN. 50' LONG (SEE DETAIL B & TC -1) 0INLET PROTECTION WITH GRAVEL BAGS. (SEE DETAIL D & SE -10) 0 7 STOCKPILE FOR ALL PHASES [PLACE FIBER ROLLS AT TOE OF SLOPE ALL THE WAY AROUND THE STOCKPILE] (SEE DETAIL A & WM-3) CONSTRUCT CONCRETE WASHOUT (PER DETAIL E & WM-8) LATH & - FLAGGING ON ALL SIDES BERM SANDBAG 10 MIL PL/-,STIC LINING � I 3' 15' MIN no CITY OF EROSION CONTROL PLAN SAFE 1 REDIT UNION 3601 PANAMA LANE I BAKERSFIELD, CA 93312 G.P. NO. 18- 40000056 SPR NO. 018- 0144 WDID NOm 5F15C385534 OWNER DEVELOPER ENGINEER: SAFE 1 CREDIT UNION DBSI MCINTOSH AND ASSOCIATES 1400 MILL ROCK WAY 6950 WEST MORELOS PLACE 2001 WHEELAN COURT BAKERSFIELD, CA. 93311 CHANDLER, AZ 85226 BAKERSFIELD, CA CONTACT: DAVID KING CONTACT: SHAWN CLOW TEL.: (661) 834-4814 PHONE: (661) 327-3818 PHONE: (602) 264-7263 CC)'�TACT: ROGER McINTOSH '--HOLE FOR CONCRETE WASH. SECTION A-1 NOT -0 SCALE SANDBAG PLYWOOD 48" X 24" PAINTED WHITE 0 o BLACK CONCRETE LETTERS 6" WASHOUT HEIGHT 0.5" LAG o SCREWS GRADE LEVEL- 3' WOOD — POST 3" X 3' 3"X8 CONCRETE WASHOUT SIGN DETAIL OR EQUIVALENT NOTES 1. CONCRETE WASH MUST BE 10' BY 10' MINIMUM 2. CONCRETE WASHOUT SIGN MUST BE INSTALLED WITHIN 30 FEET OF THE CONCRETE WASHOUT. 3. TO BE CONSTRUCTED BELOW GRADE. 4. A ROLL -OFF DUMPSTER WITH 10 MIL (MIN) PLASTIC LINING MAY BE USED UPON QSP APPROVAL. DETAIL E CONCRETE WASIOUT NOT TO SCALE `CONTRACTOR SHALL REFERENCE CASQA DETAIL WM-8 QSD/QSP: BLAINE S. NEPTUNE, RCE 55102, QSD/P 20178 MCINTOSH & ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA TEL: (661) 834-4814 11 12 L\ 7 JL- ���� �PLANZ IZJE PROJECT WHITE 13L AN fE 8 E 14 �TE PACHECO RD 20 o T2 0 R 22E [ 23 FAIRVIEW RD AtAA LANE4 19 (- Q Q p E_� ICU'I'CHEN 3 28 0 27 0 O 26 O RD. �25HOSKING3 RD. W W 32 p 33 T Z 35 m 36 31 h McKEE RD. Q ----( j GREENFI LD TolO119 I I W I I r�; �F Y Q VICINITY MAP NO SCALE I I i 20 0 40 80 40 10 GENERAL CONTRACTOR: -------------- -------------- --------------- TEL.:-------- CONTACT:------------- I I CITY RECORDS NO: a INCCIRF 0 RATE DLils 6950 West Moi elos Place Chandler, AZ 85226 P 602. 264 . 7263 www.dbsi-iric.com I DATE: LAND SURVEYING • CML ENGINE RING X9 2018 19MMI1 2001 *111LAN LOUR - BMIERITW. CA 93309 110/03/18 (661) 834-4814 834-0972 FAX 1801401GP02R-2- Li z CONSTRUCTION PROJECT NO.: 2912®024,00 issue cute 10/03/18 Drawn By: CER Checked By: revisions REVISED PER C.O.B. 11/29/18 REVISED UTILITY ROOA 1/11/19 REVISED PER C.O.B. 3 1/16/19 CBSi REVIEW ERC)S"410N CONTROL PLAN C7 of 8 ❑ �A 0 A zLlz ❑ ❑ ❑ 0 10 MIL PLASTIC LINING PLAN VIEW NOT TO SCALE '--HOLE FOR CONCRETE WASH. SECTION A-1 NOT -0 SCALE SANDBAG PLYWOOD 48" X 24" PAINTED WHITE 0 o BLACK CONCRETE LETTERS 6" WASHOUT HEIGHT 0.5" LAG o SCREWS GRADE LEVEL- 3' WOOD — POST 3" X 3' 3"X8 CONCRETE WASHOUT SIGN DETAIL OR EQUIVALENT NOTES 1. CONCRETE WASH MUST BE 10' BY 10' MINIMUM 2. CONCRETE WASHOUT SIGN MUST BE INSTALLED WITHIN 30 FEET OF THE CONCRETE WASHOUT. 3. TO BE CONSTRUCTED BELOW GRADE. 4. A ROLL -OFF DUMPSTER WITH 10 MIL (MIN) PLASTIC LINING MAY BE USED UPON QSP APPROVAL. DETAIL E CONCRETE WASIOUT NOT TO SCALE `CONTRACTOR SHALL REFERENCE CASQA DETAIL WM-8 QSD/QSP: BLAINE S. NEPTUNE, RCE 55102, QSD/P 20178 MCINTOSH & ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA TEL: (661) 834-4814 11 12 L\ 7 JL- ���� �PLANZ IZJE PROJECT WHITE 13L AN fE 8 E 14 �TE PACHECO RD 20 o T2 0 R 22E [ 23 FAIRVIEW RD AtAA LANE4 19 (- Q Q p E_� ICU'I'CHEN 3 28 0 27 0 O 26 O RD. �25HOSKING3 RD. W W 32 p 33 T Z 35 m 36 31 h McKEE RD. Q ----( j GREENFI LD TolO119 I I W I I r�; �F Y Q VICINITY MAP NO SCALE I I i 20 0 40 80 40 10 GENERAL CONTRACTOR: -------------- -------------- --------------- TEL.:-------- CONTACT:------------- I I CITY RECORDS NO: a INCCIRF 0 RATE DLils 6950 West Moi elos Place Chandler, AZ 85226 P 602. 264 . 7263 www.dbsi-iric.com I DATE: LAND SURVEYING • CML ENGINE RING X9 2018 19MMI1 2001 *111LAN LOUR - BMIERITW. CA 93309 110/03/18 (661) 834-4814 834-0972 FAX 1801401GP02R-2- Li z CONSTRUCTION PROJECT NO.: 2912®024,00 issue cute 10/03/18 Drawn By: CER Checked By: revisions REVISED PER C.O.B. 11/29/18 REVISED UTILITY ROOA 1/11/19 REVISED PER C.O.B. 3 1/16/19 CBSi REVIEW ERC)S"410N CONTROL PLAN C7 of 8