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HomeMy WebLinkAbout6.9-272°w w w m O m¢ z ¢ r W r U C Q Ju H 0 w K w F K Q az 0 w w F z 0 ❑ Q U O z J1 ME GRADING NOTES: 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARDS PERTAINING THERETO (2013 CALIFORNIA BUILDING CODE, APPENDIX J) AND SHALL BE SUPERWSED AS ENGINEERED GRADING /N ACCORDANCE WITH CITY OF BAKERSFIELD ORDINANCES 2. ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN, AND MADE A PART HEREOF, THE GEOTECHNICAL ENGINEERING INVESTIGATION REPORT PREPARED BY SOILS ENGINEERING, INC & LABORATORIES, FILE NO. 16-15829 DATED JULY IZ 2016. AND ALL ADDENDUMS THERETO. IN CASE OF A CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS THE MORE STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE. 3. 774E DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERWSORY 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 N077RED 48 HOURS PRIOR TO PLACING ANY MATERIAL. 5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACIU77ES PRIOR TO BEGINNING CONSTRUCTION AND VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES INCLUDING TELEPHONE ELECTRIC, WATER, SEWER, OIL AND GAS LINES THE ENGINES? ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICATED 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. lF AN AREA SHOULD BE FOUND TO BE MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND ACCEPTANCE OF GRAD/NG 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 TO PREVENT THE OCCURRENCE OF A DUST NUISANCE AND SHALL PR07ECT CURBS AND 07HER OBJECTS WHICH ARE TO REMAIN. DUST CONTROL SHALL CONFORM 70 THE SAN JOAQUIN VALLEY UNIFIED AIR POLLUTION CONTROL DISTRICT REGULATIONS 8 EXCAVATION - EXCAVATION SHALL CONSIST OF ALL EXCAVATION INVOLVED IN GRADING THE PROJECT AS SHOWN 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 PLACED, THE CONSTRUCTION OF DIKES WI7HIN OR OUTSIDE THE CONSTRUCTION AREA, THE PLACING AND COMPACTING OF APPROVED MATERIAL WITHIN THE CONS7RUC77ON 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 COAD RACT PRICE PAID PER CUBIC YARD FOR EXCAVATION, AND NO ADDITIONAL COMPENSATION KILL BE ALLOWED FOR SUCH WORK. 10. THE WORK EMBRACED HERON SHALL BE IN ACCORDANCE WI1FH THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF 7RANSPOR TA 77ON DATED JULY 2007, INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE WITH THE NOTES HEREON. IN CASE OF CONFLICT WITH 7HE STANDARD SPECIFICATIONS AND ANY N07ES HEREON, THE N07ES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU OF SUCH CONFLICTNG PORTIONS SAID SPECIFICATIONS SHALL APPLY BUT NOT BE LIM17ED TO THE FOLLOWING A) ALL CONCRETE SHALL BE CLASS 13; USING TYPE 11 CEMENT, AS IN ACCORDANCE NTH SECTION 90 AND SHALL HAVE AT LEAST 2500 PSI COMPRESSIVE S7RENGTH AT 28 DAYS B) ASPHALTIC CONCRETE SHALL BE TYPE 81 MEDIUM GRADED, 1/2" MAXIMUM AGGREGATE AND INTIMATELY MIXED WITH 5-6 1/29 ASPHALT. NO R.A.P. (RECLAIMED ASPHALT PAVEMENT) WILL BE PERMITTED. 11. IN THE EVENT C0NS7RUCTI0N STAKING BASED ON MciNTOSH & ASSOCIATES' PLANS DRAWINGS OR OTHER DOCUMENTS IS PERFORMED BY AN07HER FIRM, MWNTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS DRAWINGS OR OTHER DOCUMENTS. 12. McIN70SH & ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS ALL CHANGE'S TO THESE PLANS MUST BE APPROVED, IN WRITING BY McINTOSH & ASSOCIATES 13 UPON COMPLETION OF GRADING AND BEFORE THE START OF C0NS7RUC77ON, A FINAL SOILS REPORT SHALL BE PREPARED BY THE SOIL ENGINEER. 14. THE SOIL ENGINEER SHALL REVIEW ALL EXCAVATAXIS PRIOR TO BACKFILLING AND SHALL BE NOTIFIED OF ANY 17EM ENCOUN7ERED DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION STABILITY SO RECOMMENDATIONS CAN BE MADE BY THE SOIL ENGINEER. 15. CUT AND FILL SLOPES SHALL NOT BE STEEPER 7HAN 2.1. 16. ALL SLOPES GREATER THAN THREE FEET IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED 70 PREVENT EROSION. 17 IMPORTED FILL MATERIAL: REFER TO SP£CIRC EARTHWORK RECOMMENDATION FOR IMPORTED FILL MATERIAL REQUIREMENTS ON SHEET 2 HERON. 18. CLEARING AND GRUBBING. REFER TO SPECIFIC EARTHWORK RECOMMENDATION FOR CLEARING AND GRUBBING REQUIREMENTS ON SHEET 2 HEREIN. 19. AREAS 70 RECEIVE FILL (EXCEPT BUILDING PADS): REFER TO SPECIFIC EARTHWORK RECOMMENDATION FOR AREAS TO RECEIVE FILL REQUIRENMENTS ON SHEET 2 HEREIN. 20. FILL MATERIAL REFER TO SPECIFIC EARTHWORK RECOMMENDATON FOR FILL MATERIALS L4 YERING AND REQUIREMENTS ON SHEET 2 HEREIN. 21. QUANTITIES FOR EARTHWORK EXCAVATION & OVER -EXCAVATION - 40891 CU. M. 517E. FILL & RECONPACT - 25972 CU YD QUANTITIES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. IN CASE OF EXCESS OR SHORTAGE THE CONIRACTOR SHALL CONTACT THE ENGINEER SO THAT ADJUSTMENTS MAY BE MADE. THE CONTRACTOR SHALL NOT USE THESE QUANTITIES TO BASE HIS BID ON. 22 BUILDING PAD PREPARATION: REFER 70 SPECIFIC RECOMMENDATION ON SHEET 2 HEREIN. 23. PAVEMENT AREAS: REFER TO SPECIFIC RECOMMENDATION ON SHEET 2 HEREIN. 24. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR EXCAVATION FIVE (5) FEET OR DEEPER. 25. SUFFICIENT ACCESS TO THE EXISTING AND ABANDONED WELLS SHALL BE MAINTAINED IN ORDER FOR THE DIWSION 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 DIWSION SHALL FURNISH THE NECESSARY SPEGFlCATONS TO THE PROPERTY OWNER. 26. AT THE W77AL CONS7RUC77ON MEETING PRIOR TO GRADING AC71I471ES ALL CONSTRUCTION WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF VALLEY FEVER. 27. THE CONTRACTOR SHALL COMPLY NTH THE GUIDE FOR ASSESSING AND MITGATNG AIR QUALITY IMPACTS (GAMAOI), JANUARY 10, 2002 REWSION, GUIDANCE DOCUMENT WHICH LISTS THE FOLLOWING MEASURES AS APPROVED AND RECOMMENDED FOR CONSTRUCTION ACRWTES 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 IN LEU OF DIESEL OR GASOLINE POWERED EQUIPMENT. D. CURTAIL USE OF HIGH -EMITTING CONS7RUC770N EQUIPMENT DURING PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS EXCESSIVE AMBIENT POLLUTANT CONCEAURARONS SUCH AS SPARE - THE -AIR' DAYS AS DECLARED BY THE SJVAPCD. E. ENCOURAGE CONS7RUCTION EMPLOYEES TO CARPOOL OR USE SHUTTLE TO RETAIL ESTABLISHMENTS AT LUNCH. 28. PRIOR TO 97E GRADING, SUBDIWDER SHALL HAVE A PREC0NS7RUC77ON SURVEY CONDUCTED TO SEARCH FOR NA 77VE IOT FOX DENS SURVEY SHALL BE SUBMITTED 70 THE PLANNING DIRECTOR FOR REVIEW PRIOR TO GRADING THE APPLICANT MAY BE SUBJECT TO SPECIAL NOTIFICATION REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND CONTAINING DENS 29. PRIOR TO THE APPROVAL OF A GRADING PLAN, SUBDIVIDER lS SUBJECT TO TO THE MIGRATORY BIRD TREATY ACT. INCLUDING THE SWANSON HANG DURING THE RAPTOR NESTING SEASON (FEBRUARY THROUGH SEPTEMBER). IF CONSTRUCTION IS TO OCCUR DURING RAPTOR NESTING/BREEDING SEASON (FEBRUARY THROUGH SEP7EMBER) NO CON57RUC770N ACTIVITY SHALL TAKE PLACE WITHIN 500 FEET OF A ACTIVE NEST. TREES TO BE REMOVED THAT CONTAIN NESTS SHALL BE REMOVED ONLY DURING NDN -BREEDING SEASON (OCTOBER THROUGH JANUARY) 30. THE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PROTECTED SPECIES WHICH ARE NOT ADDRESSED IN THE MBHCP, INCLUDING THOSE PRO7EC7ED UNDER THE FEDERAL MIGRATORY BIRD TREATY ACT, SHOULD BE AVOIDED AND EVALUATED BY A QUALIFIED BIOLOGIST PRIOR 70 C0NS7RUCTI0N. THE FISH & MLDUFE SERWCE (UST4S) AND CALIFORNIA DEPARTMENT OF FISH & GAME (COFG) SHOULD BE NOTIFIED OF PREV70USLY UNREPORTED PR07ECIED SPECIES ANY UNANTICIPATED TAKE OF PRO7ECTED WILDLIFE SHALL BE REPORTED IMMEDIATELY TO THE CDFG AND USFWS. 31. IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED DURING EXCAVATION AND GRADING ACTIVITIES ON -97E, THE CONTRACTOR SHALL STOP ALL WORK AND THE DEVELOPER SHALL RETAIN A QUAUFIEO ARCHEOLOGIST 70 EVALUATE THE SIGNIFICANCE OF THE FINDING AND APPROPRIATE COURSE OF ACTION. SALVAGE OPERATION REQUIREMENTS IN APPENDIX K OF THE CALIFORNIA ENWRGNMENTAL OUALITY ACT GUIDELINES SHALL BE FOLLOWED AND THE TREA 71WENT OF DISCOVERED NAIVE AMERICAN REMAINS SHALL COMPLY WITH STATE CODES REGULATIONS OF THE AMERICAN HERITAGE COMMISSION. 32. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY TME ON ANY PORTON OF THE PROJECT, WORK SHALL HALT AND THE CORONER BE NOTIFIED IMMEDIATELY (SECTION 7050.5 OF THE HEALTH AND SAFETY CODE). IN THE ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A QUALIFIED ARCHAEOLOGIST AND 771E LOCAL NATIVE AMERICAN COMMUNITY SHALL ALSO BE NOTIFIED. 33 THE CONTRACTOR SHALL COMPLY W17H SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) REGULATION WTI, DUST CONTROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING GRADING AND CONSTRUCTION PHASES THE MITGARON MEASURES TO BE TAKEN ARE AS FOLLOWS: A. WATER EXPOSED SURFACES (SOIL) 7HREE-77MES/DAY. B. WATER ALL HAUL ROADS AT A MINIMUM OF THREE TIMES PER DAY. C REDUCE SPEED ON UNPAVED ROADS TO LESS THAN 15 MILES PER HOUR. D. STABILIZE ALL DISTURBED AREAS INCLUDING STORAGE PILES WHICH ARE NOT BEING ACTIVELY U77UZED FOR CONSTRUCTION PURPOSES USING WATER WATER OR BY COVERING WITH A TARP, OTHER SUITABLE COVER OR VEGETATIVE GROUND COVER. E. CO N7ROL FUGTVE DUST EMISSIONS DURING LAND CLEARING GRUBBING, LEVELING, GRADING, OR CUT & FILL OPERATIONS WITH APPLICATION OF WA7ER OR BY PRESOAKING F. WHEN TRANSPORTING MATERIALS OFFSITE: MAINTAIN A FREEBOARD LIMIT OF AT LEAST SIX INCHES AND COVER OR EFFECRVELY WET TO LIMIT VISIBLE DUST EMISSIONS G LIMIT AND REMOVE THE ACCUMULABON OF MUD AND/OR DIRT FROM ADJACENT PUBLIC ROADWAYS AT THE END OF EACH WORKDAY. (USE OF DRY ROTARY BRUSHES IS PROHIBITED EXCEPT WHEN PRECEDED OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT WSIBLE 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. L REMOVE 7RACKOUT WHEN IT EXTENDS 50 OR MORE FEET FROM 7HE Sl7E AT THE END OF EACH WORKDAY. J CEASE GRADING ACTWTES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). K. ASPHALT -CONCRETE' PAVING SHALL COMPLY WITH THE SJVAPCD RULE 4641 AND RESTRICT USE OF CUTBACK, SLOW -CURE AND EMULSIFIED ASPHALT PAVING MATERIALS 34. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CHAPTER M OF THE O.B.C. 35. NO WORK SHALL BE PERFORMED INSIDE CURRENT CALTRANS RIGHT-OF- WAY UNTIL AN ENCROACHMENT PERMIT IS OBTAINED. 36. THIS PROJECT IS SUBJECT TO THE PROWSONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A NOTICE OF INTENT- (MOI) TO COMPLY W7H THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION AC77WTY (SWRCB ORDER NO. 2009- 0009-DWO AS AMENDED BY ORDER 2010 -0014 -DMO AND ORDER 2012-0006- ON MUST BE FILED WTH STATE WATER RESOURCES CONTROL BOARD IN BEFORE THE BEGINNING OF ANY C0NS7RUC77ON ACI MM COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC DURING NORMAL CONS7RUC7701V HOURS WASTE DISCHARGER IDENTFICATON (W)ID) NO. 5F15C381382 HAS BEEN ISSUED BY THE STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT. 37. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTNG ACCEPTED STREET RIGH -OF -WAY UNLESS SECURED BY A SUBDI14901V AGREEMENT, SECURITY BASED DN AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WTIHIN THE RIGHT- OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROWDED PRIOR TO ISSUANCE OF A PERMIT. 3& 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, SITE AT ALL TIMES FOR THE DURATION OF CONTRACTORS OCCUPANCY OF THE SITE, CONTRACTOR IS REWIRED 70 COMPLY NTH THE PROWSONS OF SAID PLAN. 39. STORM WATER POLLUTION PREVENTON CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SW'PP) FOR THIS PROJECT FROM THE DEVELOPER AND SHALL KEEP A COPY ON SITE AT ALL TIMES FOR THE DURATION CONTRACTORS OCCUPANCY OF THE S7E CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 40. THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2S 41. ANY 17EMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/GR UPGRADING AS PER CITY ENGINEER. 42. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIWDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 43. 24 HOUR NOTICE., PRIOR TO THE START OF ANY PHASE OF CONSTRUCTOR THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE OVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 44. MINIMUM SLOPE RATIO FROM BACK OF SIDEWALK 70 FACE OF WALL OR S7RUC7URE SHALL BE 4:1 EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2S ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSON ON THE SIDEWALK. INDEX OF SHEETS SHEET TITLE C1 COVER SHEET C2 SOILS REPORT NOTES C3 GRADING PLAN UTILITY PLAN SHEETS ARE FOR C4 UTILITY PLAN22 REFERENCE ONLY. A SEPARATE C5 GRADING & UTILITY DETAILS 5 SET TO BE SUBMITTED FOR REVIEW C6 EROSION CONTROL PLAN AND APPROVAL BY C.O.B. C7 OFFSITE STREET IMPROVEMENT PLAN BENOH MARK - TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERUNE INTERSECTION OF SILLECT AVENUE AND GILMORE AVENUE ELEVATION = 399.66' BASIS OF BEARINGS: THE BEARING OF N 00'29'25" E SHOWN FOR THE EAST UNE OF THE SOUTHEAST QUARTER OF SECTION 23, T. 29 S., R. 27 E., M.D.M., AS SHOWN ON RECORD OF SURVEY IN BOOK 16 OF RECORD OF SURVEYS AT PAGE 73 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. ALL DISTANCES AND DIMENSIONS HEREON ARE IN FEET AND DECIMALS THEREOF. LEGAL DESCRIPTION: PARCEL 1 OF PARCEL MERGER NO. 17-0063 PER DOCUMENT NUMBER 217070432 RECORDED 6/20/2017 IN THE OFFICE OF THE KERN COUNTY RECORDER NOT ALL UNDERGROUND UTILITIES OR FACILITES WERE LOCATED BY THIS SURVEY AND THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES NOT SHOWN OR FOR INFORMATION DERIVED FROM ANY OUTSIDE SOURCES. THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR EASEMENTS, RIGHT-OF-WAYS, PROPERTY LINES OR ANY OTHER INFORMATION PERTAINING TO RECORD TITLE INTEREST DUE TO THE FACT THAT NO TITLE REPORT WAS PROVIDED FOR THIS SURVEY. PROJECT AREA 6.22 AC. MBNCP AREA: 5.34 AC. fAVENUSE E OmORIN WAY OZ ¢ANTONIO WAYGILm rn GILMORE AVENU rn Y 3 W PROJECT UT BRIAN WAY SITE 0 pz Z I¢-=THOMASSTREETmSILLECT AVENUE VICINITY MAP NO SCALE LEGEND AND ABBREVIATIONS (E) EXISTING TP TOP OF PAVEMENT (N) NEW TG TOP OF GRATE BW BACK OF SIDEWALK 0/X OVER -EXCAVATION EP EDGE OF PAVEMENT FF FINISH FLOOR TC TOP OF CURB FC FINISH CONCRETE FL FLOWUNE G.B. GRADE BREAK CL CENTERUNE FG FINISH GRADE ELEV ELEVATION FP FINISH PAVEMENT ME MATCH EXISTING SCO SEWER CLEANOUT LS. LANDSCAPING AREA SNR SEWER FC FINISH CONCRETE DWR DOMESTIC WATER SD STORM DRAIN FWR XFL (E) FLOWUNE /W FIRE WATER S XFG (E) FINSIHED GRADE /W SIDEWALK XFC E FINSIHED CONC. INV. INVERT R/W OF -WAY XEP (E) EDGE OF PAVEMENT WALKWAY W/W WALKWAY M.H. MANHOLE O.G. ORIGINAL GROUND B/W BACK OF WALK 1065 PROPOSED GRADE ELEV. -. EXIST. GRADE ELEV. 0.315% DIRECTION AND PERCENT OF SLOPE FOR DRAINAGE .' (E) SURVEY MONUMENT AS DESCRIBED e- (E) TRAFFIC SIGN ® PROPOSED STORM DRAIN MH G PROPOSED SEWER MANHOLE ® PROPOSED SEWER CLEAN OUT ■ (E) TV CABLE BOX EXISTING WATER VALVE EXISTING FIRE HYDRANT O PROPOSED GRATE INLET EXISTING TREE EXISTING POLE ® ITEM OF WORK - SEE SCHEDULE PIPE SIZE B"S- UTILITY S=SEWER W=DOMESTIC WATER D=DRAW FW=FIRE WATER G=GAS z m I GRADING LIMITS/PROJECT BOUNDARi' I^'''^''T MBHCP FEES AREA J 5.34 AC. -••-PROJECT BOUNDARY -6.22 AC. ...... GRADING LIMITS HCP FEE AREA CALCULATION: 5.34 ACRES X S 2,145.00 = t 11,454.30 RADIAL TABLE PROPOSED 6" CURB ONLY 5111 ' PROPOSED 6" CURB & GUTTER - - - - - - CENTERUNE OF STREET --------- PROPERTY UNE / RIGHT-OF-WAY • 7" PROPOSED GRADE BREAK --------------------------------------- SAW CUT --,ns- -n- PROPOSED FIRE WATER UNE w PROPOSED DOMESTIC WATER UNE -- D PROPOSED STORM DRAIN UNE s PROPOSED SEWER UNE - N d 0)R �'D15m PROPOSED WROUGHT IRON FENCE ----------------------- --- ----------- PROPOSED SWALE -------------------------- PROPOSED GRADE BREAK UNE --- --- -- PROJECT BOUNDARY - - (E) CURB AND GUTTER - - (E) STORM DRAIN LINE - - - -.-_. _..._-- - ----- (E) SEWER LINE (E) DOMESTIC WATER LINE - r --- (E) GAS UNE - ---- (E) JOINT UTILITY UNE - -- (E) ELECTRICAL UNE - - (E) FIBER OPTIC UNE - T (E) TELEPHONE LINE PROJECT NO. 16154 (E) OVERHEAD LINE -- - - - -- (E) EDGE OF PAVEMENT --ti ----- (E) WOOD FENCE -- ---- --- (E) JOINT UTILITY TRENCH - - - - - - - - - - - - - OVEREX UNE REASON PEDESTRIAN PATH .........LIMITS LIMITS OF GRADING DESIGNATION •N• SECTION LETTER JAN 0 4 2018 _ 2 SHEET WHERE SECTION IS SHOWN I^'''^''T MBHCP FEES AREA J 5.34 AC. -••-PROJECT BOUNDARY -6.22 AC. ...... GRADING LIMITS HCP FEE AREA CALCULATION: 5.34 ACRES X S 2,145.00 = t 11,454.30 RADIAL TABLE R1 5111 ' 33"W R3 '14'W • 7" RS NO6'OG'S3"W R8 SOOTi4'6-W -- _ 1-3v°o .. n-11i4./e 1=147.40' -46.3r--- _. LIR ,15656.339 _ CITY OF BAKmmD R/W--SILLECT A VENIIe__._ - - L7 MBHCP PLAN SCALE: 1" = 100' 0 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA GRADING PLAN FOR KERN HEALTH SYSTEMS 2900 BUCK OWENS BOULEVARD BAKERSFIELD, CALIFORNIA 93308 SPR 17- 0101 G.P. N0. 17-40000043 WDID N0, 5F15C381382 0 Of w J 0 O m Z w O � I O I m m I' I WEST UNE OF THE 3 1/2 OF SE 1/4 SECTION 23 29/27 J II PROPERTY BOUNDARY R'. PARCEL 1 OF PARCEL MERGER NO. 17-0063 PER �fl�In DOCUMENT NUMBER 217070432 RECORDED 6/20/2017 I'II U IN THE OFFICE OF THE KERN COUNTY RECORDER I I._➢I I II71I III APN'S: 332-100-12, 332-100-54, E -INl)I H332 -58D-31, s1_3_7. I�mw PROPERTY BOUNDARY PROPERT TY -_ _ _� AVENUE �j BOUNDARY SILLECT AVENU KEY MAP _ SCALE: 1" = 100' The GRADING PLAN as shown an m eaIt 5 App,°„ewing ra tl.ludft FIRE ACCESS NOTE CONTRACTOR TO CONSTRUCT ACCESS ROAD PRIOR TO BUILDING CONSTRUCTION PER FIRE CODE 503.2.1'. MBHCP AREA LEGAL DESCRIPTION: MBHCP COMPLIANCE STATEMENT: BEING A DESCRIPTION OF LAND TO BE DISTURBED FOR 2900 BUCK I STATE THAT BASED ON INFORMATION AND BELIEF FORMED AFTER THE COUNTY OF KERN STATE OF CALIFORNIA TS ACCURATELY OWENS BOULEVARD, IN REASONABLE INQUIRY, THAT THE SUBMITTED DOCUMENTS DESCRIBED AS FOLLOWS: DEPICT THE PROPOSED URBAN DEVELOPMENT AREA AND THAT THE STATEMENTS AND INFORMATION CONTAINED HEREIN ARE 1RUE, ACCURATE BEGINNING AT A POINT ON THE EAST RIGHT-OF-WAY LINE OF BUCK AND COMPLETE' OWENS BOULEVARD; THENCE ALONG THE FOLLOWING COURSES: SURVEYOR/ENGINEER: ROGER A MdNTOSH, P.E. i)SOUTH 8972'20" EAST, A DISTANCE OF 385.45 FEET; THENCE PRINTED NAME 2) SOUTH 89'12'45" EAST, A DISTANCE OF 164.55 FEET; THENCE 3) SOUTH 00'32'36' WEST, A DISTANCE OF 427.83 FEET TO THE BEGINNING OF A NON -TANGENT CURVE, HAVING A RADIUS OF 844.78 FEET. FROM WHICH POINT CENTER OF SAID CURVE BEARS SOUTH 1119'12" WEST; THENCE 4) WESTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF pPGF SSI 19'47'45", AN ARC DISTANCE OF 291.87 FEET; THENCE 'WENT g 5) SOUTH 8130'53- WEST, A DISTANCE OF 84.96 FEET TO THE " o. 33322 BEGINNING OF A NON -TANGENT CURVE, HAVING A RADIUS OF 756.39 FEET, FROM MICH POINT CENTER OF SAID CURVE BEARS a ,* NORTH 0826'14" WEST; THENCE sT Q'TCAL1f\p 6) WESTERLY ALONG LAST SAID CURVE, THROUGH A CENTRAL 4� ANGLE OF 0012'16", AN ARC DISTANCE OF 2.70 FEET; THENCE DAr. 7) NORTH 05'59'11• WEST, A DISTANCE OF 20.02 FEET; THENCE 8) SOUTH 844918 WEST, A DISTANCE OF 28.00 FEET, THENCE 9) SOUTH 06'06'53" EAST, A DISTANCE OF 20.99 FEET TO THE BEGINNING OF A NON -TANGENT CURVE, HAVING A RADIUS OF 756.39 FEET, FROM WHICH POINT CENTER OF SAID CURVE BEARS NORTH 06'06'53" WEST; THENCE eWjWto any mda,atad co,recvons Jr a WgD.,,,nenl and B,lding Depadment Jndcates 8os as ks W design cntena used and cmdo,all rtwure 1° CJIV Standar1 ds. Codes and ible Ordnance.. Enga-e, to, lbesulnd,wde, oa a e� at l oMdrtq Im accuracy otcakNauoe;�o111 graJv,q. gr",W. plan sae, conal APPROVED BY: Date I Pltdic Works Department - L,7 � DC Date Building Depa n J,.nt 10)WESTERLY ALONG LAST SAID CURVE, THROUGH A CENTRAL ANGLE OF 07'00'59", AN ARC DISTANCE OF 92.63 FEET; THENCE Underground Service Alert shall be contacted two (2) working days 11)NORTH 88'49'01- prior to construction. (1-800-642-2444) WEST, A DISTANCE OF 22.66 FEET, THENCE 12)NORTH 31'23'51" WEST, A DISTANCE OF 43.93 FEET; THENCE 13)NORTH 0032'47- EAST, A DISTANCE OF 13.25 FEET; THENCE 14)NORTH 00'32'40' EAST, A DISTANCE OF 205.85 FEET; THENCE 15)NORTH 07'40'57- WEST, A DISTANCE OF 180.14 FEET; THENCE 16)NORTH 00'32'40" EAST, A DISTANCE OF 11.72 FEET TO THE POINT OF BEGINNING. CONTAINING 5.34 ACRES, MORE OR LESS. 0 Know what's below. Call before you dig. 6.9-272 CITY RECORDS N0. A 1 5 1 6 Z7� 6, w H as E W -1--r N U rw W GD¢rn CU ®' Curd E o 0,O0 N d NT - N d 0)R �'D15m MCIWOSH Aa7socm uxo aarEnxo � am axxaum+c o zon am asaa, mWFM ewffil1-mn ru sve ea) Pi D 10/23/17 18gtaaP0l.E,rg SSI ilk /NT o. 33322 ST4 VIV ICALtE OF DATE. KERN HEALTH SYSTEMS C KERN HEALTH SYSTEMS BUCK OWENS BOULEVARD BAKERSFIELD CA 93308 PROJECT NO. 16154 REV DATE NO. ISSUED REASON B RECEIVED JAN 0 4 2018 CITY OF BAKERSFIELD BUILDING DEPARTMENT F z /Q V IL IL AUGUST 30, 2017 A Sheet Title GRADING PLAN COVER SHEET Sheet No. O.1 6, w W O H z W U) z O v 0 W W w W x F- 0 x H z O Q U U- W W CL U) 0 Z_ z a O U U Q O m Q) z W x F- 2 W z O Q W 0 ry O W z Q x U O z W m J J Q x U) W W W x H I- U W H x U Q W x H W O F - z w U) z O U 0 W U) U) W W 0. x W W x H F- D O x H w w x O 0 W U) w m z J Q U) 0 z Q U W O W (L U LL U W (. U) U) -17x z O F- LU W z z O U .. 0 LU m W m O H W 0 z ¢ U W F - Z U W x H U- 0 w a. O Ix a. LU x w Q C7 z_ 0 w U) W x H z O 0 w a U z U) M - z w 2 W ¢ 0 z Q U z _0 �U wW 0� vi z oa Jw ED C B A 1 2 I I INC 1 2 3 , 4 K 4 5 4" 0 Know what's below. Call before you dig. 6.9-272 CITY RECORDS NO. It C0 �ffnf C B ©ATE: 4I H s �.V �-1 W ■ e-- '> Nrn D:)< O co (.0 sd? OU O N 0) r 5 i5 04LO � co1-0-0 LAND SURVEYING ^ CIVIL ENGINEERING ® 2017 200I YAMAN OOM - SNOW 19, CA 93308 (881) 834^4814 834-0972 FAX 17 16019GPOI.c 33322 T Civ KERN HEALTH SYSTEMS BUCK OWENS BOULEVARD BAKERSFIELD CA 93308 PROJECT NO. REV DATE NO. ISSUED REASON A AUGUST 30, 2017 Sheet Title 16154 GRADING PLAN SOILS REPORT NOTES Sheet No. C2 �M I I INC 1 2 3 , 4 K 4 5 4" 0 Know what's below. Call before you dig. 6.9-272 CITY RECORDS NO. It C0 �ffnf C B ©ATE: 4I H s �.V �-1 W ■ e-- '> Nrn D:)< O co (.0 sd? OU O N 0) r 5 i5 04LO � co1-0-0 LAND SURVEYING ^ CIVIL ENGINEERING ® 2017 200I YAMAN OOM - SNOW 19, CA 93308 (881) 834^4814 834-0972 FAX 17 16019GPOI.c 33322 T Civ KERN HEALTH SYSTEMS BUCK OWENS BOULEVARD BAKERSFIELD CA 93308 PROJECT NO. REV DATE NO. ISSUED REASON A AUGUST 30, 2017 Sheet Title 16154 GRADING PLAN SOILS REPORT NOTES Sheet No. C2 LL 0 z Uj U) z 0 0 a LU U) U) Uj ty CL X LU Uj r 0 z 0 E ti LU CL U) (D z 5: z a. 0 0 U) 0 Z ry Q LU 0 0� U_ z 0 LU 0 ry, 0 (n LU (D Q r 0 z Uj D ca U) LU W Uj m Uj ry LU 0 F - z Uj U) z 0 M U) U) Uj tirW LU r D 0 Uj U) LU a: 0 C 0 LU U) Z) Uj ca F- 0 z U) n z Uj 0 Q� CL 0 U_ 0 Uj a. U) U) 'r F - z 0 F- L) ul z z 0 0 z r) LU U) D U1 co 0 B Uj Li r) z Uj Lid U_ 0 F- ry LU Q. 0 fy a. LU r" LIJ Lrz W U) LLJ "r z 0 Q Uj 0 E5 z A U) z LU 13: Uj 0 z ry z cn z (D V5 . Uj Uj U) _r < 0 LLJ < re, Uj r P 2 I3 4 5 1 6 LEGEND AND ABBREVIATIONS PROPOSED 6" CURB ONLY (E) EXISTING TP TOP OF PAVEMENT PROPOSED 6" CURB & GUTTER (N) NEW TG TOP OF GRATE - - - - - - - - - CENTERLINE OF STREET BW BACK OF SIDEWALK O/X OVER -EXCAVATION PROPERTY LINE / RIGHT-OF-WAY EP EDGE OF PAVEMENT FF FINISH FLOOR -------------------------- PROPOSED GRADE BREAK TC TOP OF CURB FC FINISH CONCRETE PAVEMENT FL FLOWLINE G.B. GRADE BREAK --------------------------------------- SAW CUT CL CENTERLINE FG FINISH GRADE FW- , -FW- PROPOSED FIRE WATER LINE El EV ELEVATION FP FINISH PAVEMENT C0 SH5. ME MATCH EXISTING SCO SEWER CLEANOUT PROPOSED DOMESTIC WATER LINE L.S. LANDSCAPING AREA SWR SEWER PROPOSED STORM DRAIN LINE FC FINISH CONCRETE DWR DOMESTIC WATER SD STORM DRAIN FWR FIRE WATER PROPOSED SEWER LINE XFL XFG (E) FLOWLINE (E) FINSIHED GRADE S/W SIDEWALK PROPOSED WROUGHT IRON FENCE INV. INVERT XFC (E) FINSIHED CONIC. R/W RIGHT-OF-WAY -•_._._._._._._._._._._•_._._._._._._._ PROPOSED SWALE XEP (E) EDGE OF PAVEMENT W/W WALKWAY -------------------------- PROPOSED GRADE BREAK LINE M.H. MANHOLE O.G. ORIGINAL GROUND B/W BACK OF WALK PROJECT BOUNDARY Ft PROPOSED GRADE ELEV. frN N100 AM P11 D NEW DRIVE W/W G BR K ---------- ......... m ENTRANCE A . .... GRADE BREAK SEE SHEET 7 .3 14.) ...................... N 25 GRADING CONSTRUCTION NOTES: 9) ............... c 3.7 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1. TYP., m 3 ...................... Q_ 029- 10 GENERATOR LOCATION. le 1�NEW FENCE SHALL BEA I IN %ADDITIVE ALTERNATE g 11 *6.4#O .......... ONSITE A.C. PAVEMENT TO BE 0.20 A.C. OVER 0.40 ACG. BASE 8 OVER COMPACTED O.G. PER SOILS REPORT. TYR ............ 4\ SHORT TERM BICYCLE PARKING ENCLOSURE. SEE ARCHITECTURAL EX. TEMPORARY 10 11 SE (4 PLAN FOR DETAILS. 0 ? 3-on- DE7AI REM rpp/ .\ FENCE TO BE THIS DRAWN -6 ll 7 .0 7 W OVER -EX REMOVED LINE /55\ PROPOSED 4" STEEL STORM DRAIN LINE. SEE DETAIL 12-05. TRASH ENCLOSURE PER C.O.B. STD 25A. SEE DETAIL 14-05. 16' 04 ... ............. .......... C) mv CONSTRUCT CONCRETE WALKWAY SEE 8-05 L ...................... CONSTRUCT 4' ODE V -GUTTER PER DETAIL 11, SHEET C5. % i2a .7- 1 W 5 N8911'52" T J. ` rt o INSTALL 6" WIDE FLUSH CURB. v1. �j .... ... . ... - ..... ..... ..... ............. 11 LANDSCAPE DESIGN -SEE SEPARATE PLAN FOR DETAILS. SHED-, 5 ................... TYR VARIES 2.,36Z CONSTRUCT 6" CONCRETE CURB PER DETAIL 10, SHEET C5. L OVER -EX. , " i' �00 FLOOR 4d4.3' 2.0 LINE FINI J I -00y. CONSTRUCT INLET TROUGH. SEE DETAIL 3, SHEET C5. TO.. SOI. DE ,/FINI$HEb.PA6� -7. 1 BREAK RIEF -SEE DETAIL 6 & 16 ON SHEET C5. 13 PARKING AND CROSSWALK STRIPING LH 18' AND STRUCTURAL PLANS ..... .. .. JOE TAB LISHIFINISHED -SEE ARCHITECTURAL PLAN FOR DETAILS. 9v HARDSCAPE 4.09% cg 'm PAD FaEVATI, c IV _j INSTALL A.D.A RAMP PER DETAIL 15, SHEET C5. 4 s, 15 Uj .. ...... . . lu ACCESSIBLE PARKING SIGN NOTICE. SEE DETAIL 16, SHEET C5C; E ca. LO INSTALL ADA CURB RAMP PER C.O.B. STANDARD DETAIL ST -10. __�i jo TYP. ....................... 18 INSTALL WROUGHT IRON FENCE WITH VEHICLE AND/OR ro 0 --- - - ------ 1.5 X 0 NDS SPEE-D CHANNELDRAIN WITH ADA PEDESTRIAN ACCESS COMPLIANT GRATE GATES AS SHOWN. REFER TO ARCHITECT .......... ..... ......... PLAN FOR DETAILS. 1 16' 0/x OR APPR60 EQUAL U ............. ..... W fl) EX. TREES EXISTING RIP RAP GRAVEL TO BE REMOVED. W c*4 TO BE 3 z 5.5* - x13 REMOVED 0 1 W EXISTING TREES TO BE REMOVED.. 00 W 41, - Uj 7 i -W 0 U_ ........................... . 4 T2.257. 99. W INSTALL TRUNCATED DOMES PER DETAIL 15, SHEET C5. t Ld ov)m C4 1J, i z (n 1 011 -- M U_ W SEE ELECTRICAL PLAN FOR DETAILS. 0 PORARY NCE To 0 W E �,_ES 12 14 TRANSFORMER LOCATION X. Jm z 7 I- I -gin V) W BE R MOVED oil En 0 TREE WELL PER DETAIL ON SHEET C3. Z EX. TREES TO BE lu REMOVED (TYP.) 1A, n Di Z Lq EX. TREES TO BE EX TEMPORARY -REMOVED (TYP.) 4_1 W . ......... . . .... . . ........ bo FENCE TO BE AND IRRIGATION x MOVED SYSTEM. 0- ........... A BE V 0 m T 0_/_! 11 ........... U_ 0- E­�6�1_11P___�,, �/D . ..... ... . SHEET U4 .... . ...... . J _ T4 ................ . ...... S ail, PROPOSED CURB & GUTTER RZ AND SIDEWALK SE SHET C7 '31Y X OIERFLOW To ER fY FENCED 4.5' DEEP DETENTION BASIN . ...... SEE DETAIL '2' THIS T BOTTOM ELEVATION = 395.35 DRAINING . .. .. ..... 0.72 ACRE FEET STORAGE C3 OF OFFS11E FOR DETAILS - SIRE -E T -T, SEE p4EmES EA. %IFNV,?Q� IVA?, SvAEE'T C7 ...... . ..... ......... . ...... I! ji 1 GUTTERANS Ot4 .......... ". UE ... .... _j SILLECT AVEN . ........ ........ . ..... ... . . .... ............. ...... .. . ........... ..... ................... ..... . ... . CITY OF13AKERSF IELD OVERHEAD SIGN GENERAL NOTES: 1. CONTRACTOR TO ADJUST TOP OF ALL UTILITY BOXES TO FINISHED GRADE. 2. REMOVE ALL EXISTING ONSITE IRRIGATION ITEMS -CAP AT SOURCE. 3. ALL INFORMATION REGARDING OFFSITE STREETS (BUCK OWENS BLVD. AND SILLECT AVE.) ARE SHOWN ON SHEET C8. PROPERTY PROPERTY DIRECTION BOUNDARY/ DIRECTION PSL LIMITS OF LIMITS OF P CONSTRUCTION CONSTRUCTION VARIES 11'-13.5' VARIES 5'-9.7' ONSITE L.S. 28.00' L.S. N05 -59'11"W ON-SITE 0: ON -5111E EX. RETAINING WALL-.,, Uj PARKING 2% M1N. c� Uj PAVEMENT n 4:1 MAX.1�� 27. MIN. ND EX. CONCRETE 4:1 MAX. . ...... ..... ... VARIES 27o-47- ON-SITE 6* CURB. SECTION B SECTION A DETAIL 10, REFEREET 1 SHEET C5. C0 SH5. N.T.S. N.T.S. REFER TO DETAIL 10, 1 PROPERTY PROPERTY DIRECTION BOUNDARY/ DIRECTION PSL LIMITS OF LIMITS OF P� VARIES 5'-8- CONSTRUCTION CONSTRUCTION VARIES 11'-13.5' 20.99' ONSITE L.S. 28.00' PARKING N05 -59'11"W ON-SITE 0: PARKING EX. RETAINING WALL-.,, Uj PAVEMENT 2% M1N. 27. MIN. n 4:1 MAX.1�� 4-1 M ND VARIES 27o-47- ON-SITE fi" CURB. SECTION B REFER TO DETAIL 10, SHEET C5. N.T.S. 2 4CRETE CURB PER DETAIL 10 ON SHEET C5 Myl_g SEE SEPARATE LANDSCAPE PLAN FOR I TREE WELL PLANTING DETAILS. TYPICAL TREE WELL SCALE: 1"=20' 9 PROPERTY DIRECTION BOUNDARY/ DIRECTION PSL LIMITS OF 18' A VARIES 5'-8- CONSTRUCTION L2 L.S. 20.99' ONSITE S84'49'18"W 28.00' PARKING N05 -59'11"W EX. CHAIN PAVEMENT LINK FENCE Ix 4! V --GUTTER 2% M1N. VARIES 4-1 M ND 27o-47- ON-SITE 6"CURB. REFER TO DETAIL 10, SECTION Q SHEET C5. N.T.S. 2 4CRETE CURB PER DETAIL 10 ON SHEET C5 Myl_g SEE SEPARATE LANDSCAPE PLAN FOR I TREE WELL PLANTING DETAILS. TYPICAL TREE WELL SCALE: 1"=20' 9 RADIAL TABLE LINE TABLE DIRECTION NO. DIRECTION DISTANCE Ll N88*49'01"W 33.13' L2 506*06'53'E 20.99' L3 S84'49'18"W 28.00' L4 N05 -59'11"W 20.02' RADIAL TABLE RADIAL DIRECTION R1 N89'27'14"W R2 501'10'53"W R3 NOO*54'06" R4 N08'13'57"W R5 S08'26'14"E R6 S08*28'33"E r77f77 N1119'12"E DETAIL*91 It N.T.S. I >4 (D (D 44 c taLtQ> C) 0(0 - C.0 0L_ 0 1 m 0 0) 0 0 0) �o0� 0*) L co T_ U C.0 ) 80SH cm1_2ENGINEERING 0 2017 MOO= CA 9M M -M FAX 16019".dwg No. Cj1 I ZZ V1 P DATE: INV G 39987 7 BACK OF WALK S'DEWALK %,UNDERDRAIN f .v.tj. STANDARD NO 'W" A K"'ERN HEAE.1H SYSTEMS C kiv) CURB & GUTTER DETAIL *021$ N.T.S. KERN HEALTH 6" 2'-0" TO 3'-0" 6 SYSTEMS VARIES L L 3" CLR. 3" CLR. VARIES 0"-2" BUCK OWENS BOULEVARD BAKERSFIELD CA 93308 ��'�OTE BELOW SECTION F N.T.S. 6" 2'-0" 6" L 3" CLR. 3" CLR. PROJECT NO. 16154 vj REV DATE NO. ISSUED REASON *SEE NOTE BELOW #4 0 18" O.C. B SECTION G N.T.S. DETENTION BASIN 3' CLR. #4 018- O.C. 4 SIDEWALK 0 UNDERDRAIN PER C.O.B. STANDARD L DETAIL D-20. 3" CLR. SECTION H I N.T.S. *SEE NOTE BELOW NOTE* FOR CONCRETE, STEEL AND SUBGRADE PREPARATION SPECIFICATIONS, SEE NOTES ON SIDEWALK UNDERDRAIN PER C.O.B. STANDARD DETAIL D-20. AUGUST 30, 2017 A Sheet Tifle GRADING PLAN Know what's below. Call before you dig. SCALE: 1 30' 6.9-272 30 15 0 30 60 Sheet No. CITY RECORDS NO. C3 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.19, 19.78' 89*21'53" C2 756.39' 92.63' 46.37' 07*00'59" C3 756.39' 2.70' 1.35' 00'12'16" DETAIL*91 It N.T.S. I >4 (D (D 44 c taLtQ> C) 0(0 - C.0 0L_ 0 1 m 0 0) 0 0 0) �o0� 0*) L co T_ U C.0 ) 80SH cm1_2ENGINEERING 0 2017 MOO= CA 9M M -M FAX 16019".dwg No. Cj1 I ZZ V1 P DATE: INV G 39987 7 BACK OF WALK S'DEWALK %,UNDERDRAIN f .v.tj. STANDARD NO 'W" A K"'ERN HEAE.1H SYSTEMS C kiv) CURB & GUTTER DETAIL *021$ N.T.S. KERN HEALTH 6" 2'-0" TO 3'-0" 6 SYSTEMS VARIES L L 3" CLR. 3" CLR. VARIES 0"-2" BUCK OWENS BOULEVARD BAKERSFIELD CA 93308 ��'�OTE BELOW SECTION F N.T.S. 6" 2'-0" 6" L 3" CLR. 3" CLR. PROJECT NO. 16154 vj REV DATE NO. ISSUED REASON *SEE NOTE BELOW #4 0 18" O.C. B SECTION G N.T.S. DETENTION BASIN 3' CLR. #4 018- O.C. 4 SIDEWALK 0 UNDERDRAIN PER C.O.B. STANDARD L DETAIL D-20. 3" CLR. SECTION H I N.T.S. *SEE NOTE BELOW NOTE* FOR CONCRETE, STEEL AND SUBGRADE PREPARATION SPECIFICATIONS, SEE NOTES ON SIDEWALK UNDERDRAIN PER C.O.B. STANDARD DETAIL D-20. AUGUST 30, 2017 A Sheet Tifle GRADING PLAN Know what's below. Call before you dig. SCALE: 1 30' 6.9-272 30 15 0 30 60 Sheet No. CITY RECORDS NO. C3 U_ O z W z 0 U W W x W W F- 0 0 F_ z E O F- U U_ U W a_ z Q a 0 U tr O U) 0 z 0 W x ry W z 0 Q W 0 0 c W z U O z W D a W W 2 F- 0 W F- ¢ W x W 0 F - z W z - 0 U W W a x W W F- F- D O F= W U ry W O C 0 W W m O z x 0 z F- U W O W CL U W U W - x F- s F - z O U W z z O U z 0 W U) 0 W m O B W ¢ 0 z a 0 W F- U Ix a W F - LL O w CL W a_ W - F- W a c� Z 0 W U) W F - z 0 0 W Q U z U) A F - z W W (D z a 0 z ¢ U) z O WU wW F- < aU oQ Q� m EL _ ' ,- ED PROJECT.. BOUNDARY W O m W O U m 1 i I i 3 i i I I Piw W U_V)t*�, i.,.. w U OWW NW Z ~(n J QWz ►- w 0 apz Of a J OM 2 3 2 I� PROJECT BOUNDARY I< ............... PR KI , , ( ; u_ O H z w z O U W CO C0 W CL w W H H O z z O E Q U u_ U U.1 CL m O z Q 2 0 U Q O m (9 z 0 w I- 2 0 W u_ z O a w 0 0 0) W C9 z Q U 0 z Lu D M J J Q V) W W U W 1- Q W 1- u_ O H z W a) z - 0 U 0 W W a W W H H O H W W O C 0 w W m H O z J J Q _ m z Q H U W O W d U LL U W - a_ m F- _17 S' z O H U W z z O U 0 W U) W m O B W W Q O Q U Lu H Q W F- u_ O W W OL re t1. W w Of Q U) 0 Z_ 0 W U) W I - z O 0 W Q U O z U A i - z W 2 W (7 z 0-1Q z Q U) z UU W W m� oQ _jLU 1 LABEL COVER "SEWER" CLEANOUT PLUG - BRASS FERRULE AND PLUG - SOIL OR WASTE LINE PRE -CAST CONCRETE BOX BROOKS PRODUCTS NO. 5HL WITH COVER NO. 3T IN TRAFFIC AREA CLEAN OUT RISER (6" MAX.) CLEANOUT TO GRADE C Jc N. T.S. L1J "D" DIMENSION MAX z NATIVE BACKFILL > 8.0' 10.0' i E o GATE POST -SEE CONCRETE BLOCK CAP 90% RELATIVE U 4 I o I Lr I 6.0" € NATIVE BACKFILL z 8 METALLIC PIPE COMPACTED TO SEE NOTE 3 UNOBSTRUCTED IDENTIFIER TAPE 90% RELATIVE o M N � DENSITY. J N � 6. Where Plaque R99B (CA), Sign R99C (CA) or Sign R7 -8b are installed, SELECT MATERIAL COMPACTED TO i #4 BARS ® 32" O/C •> '14 SELECT MATERIAL 909 RELATII/E F cV 1/2" RADIUS COMPACTED TO 90% RELATIVE UJ t� 6 1/16" PER FOOT MIN. N ME d ip 4 4 SURFACE DENSITY. z 6" PIPE 2" PIPE 20 II c 4" WHITE n c EXCAVATE ---- TO CLEAR PIPE BELL 6" 6" 6" MIN. MIN. MIN. PIPE O.D.+18" 2 TRENCH DETAIL "B" C5 N. T.S. 6" 17" �`f1►ADA!`T�r1 12" COMPACTED SUBGRADE TO 95% FLOWLINE 3 INLET TROUGH Jc N. T.S. WHITE/,r,,,-BLUE ! I S » CONSTRUCT WITH CLASS "B" (% SACK CEMENT PER YARD) CONCRETE, POUR ON 12" COMPACTED SUBGRADE 10'x10'x12" DEEP nnnl Vrr-n n,n n A n n A n 6" GRID 2'-8 1/2" „ » A (WHITE) =9 ft2 A (BLUE) =14 ft2 INTERNATIONAL SYMBOL OF ACCESSIBL/ TY (ISA) MARKINGCAL TRANS REVISED STANDARD PLAN RSP A24C N. T.S. PARKING LOT NOTES: 1. BUMPER BLOCKS SHALL BE COMMERCIALLY AVAILABLE PRE -CAST CONCRETE UNIT. THE PARKING BUMPER MUST BE MINIMUM 48 INCHES LONG, NOMINALLY 8" WIDE AND 6" HIGH WITH BOTH TOP LONGITUDINAL CORNERS CONTINUOUSLY CHAMFERED, AND ANCHOR HOLES LOCATED 9 INCHES FROM EACH END. MINOR VARIATIONS IN CROSS-SECTIONAL DIMENSIONS ARE ACCEPTABLE. ANCHOR DOWELS MUST BE BAR REINFORCEMENT STEEL, COMMERCIALLY AVAILABLE, Y INCH DIAMETER, AND 15 INCHES LONG. 2. SWEEP PARKING LOT BEFORE STRIPING T 48 1 PAINT. APPLY PAINT WITH MECHANICAL EQUIPMENT TO 3 USE CHLORINATED RUBBER ALKYD TYPE, AASHTO M2 ,TYPE Q PRODUCE UNIFORM STRAIGHT EDGES. APPLY AT MANUFACTURER'S RECOMMENDED RATES TO PROVIDE MINIMUM 12 TO 15 MILS DRY THICKNESS. USE WHITE COLOR FOR NORMAL STRIPING AND BLUE COLOR AT HANDICAP FACILITIES 4. PARKING LOT STRIPING SHALL BE 4 INCHES WIDE. 5. COMPLY WITH ADA REQUIREMENTS FOR HANDICAP STRIPING AND SIGNAGE. 6 PARKING LOT NOTES C5 N. TS. 1 VARIES SLOPE 1/4' PER FT. MAX. 41 j / y\\/ 4" THK. 6" CONCRETE CURB PER DETAIL 1/C28. 1. CONCRETE FOR SIDEWALK SHALL BE CLASS B (5 SACKS PER CU. YD.) ON 0.5' COMPACTED SUBGRADE. 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 SIDEWALK 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 SEC11ON 90-1.03B OF THE STANDARD SPECIFICATIONS. 7 CONCRETE SIDEWALK C5 N. T.S. 9" EXPANSION JOINT 6„ AT SIDEWALKS. 3„ CONSTRUCT CURB WITH CLASS CONCRETE WALK, "B" (5V2 SACK CEMENT PER WHERE OCCURS. YARD) CONCRETE, POUR ON 12" COMPACTED SUBGRADE w in 8 6" CONCRETE CURB C Jr N. T. S. 7 1/2" 2'-0" 6" 1 1/2" CONSTRUCT CURB & GUTTER WITH R=1 /2" TYP CLASS "B" (5Y2 SACK CEMENT PER CO YARD) CONCRETE, POUR ON 12" COMPACTED SUBGRADE SLOPE `V '4---- / N 4 " 9" 5% (1-1/4" DEPRESSION) MAX GUTTER CROSS SLOPE AT A CURB RAMP. 6" CONCRETE CURB & GUTTER N. T.S. COB STANDARD ST -1 9» EXPANSION JOINT 6» AT SIDEWALKS. 3» CONSTRUCT CURB WITH CLASS "B" CONCRETE WALK, (5Y2 SACK CEMENT PER YARD), WHERE OCCURS. POUR ON 12" COMPACTED CONCRETE SUBGRADE C11 .� 77/ \ 1� 6" CONCRETE CURB C Jc N. T.S. AS CLASS "B- CONCRETE (5 SACK) WEAKENED PLANE JTS. EA. 15 COMPACTED SUBGRAGE 0 95% 4 V -GUTTER N. T.S. "D" DIMENSION MAX z NATIVE BACKFILL W 8.0' 10.0' i E 0000000000 00 0088888O 00000000 p 0000000 o000000 � 0000 000000000000000 o0000000..• 0°N°°°°°° °°eoooo° oo 0000000000 GATE POST -SEE CONCRETE BLOCK CAP 90% RELATIVE Q 4 I o I Lr I 6.0" € 7 ih 8 FILL ALL CELLS WITH GROUT DE71PNFIER T SEE NOTE 3 UNOBSTRUCTED #4 BAR CONT. TYPICAL E 6" GRID 2'-8 1/2" „ » A (WHITE) =9 ft2 A (BLUE) =14 ft2 INTERNATIONAL SYMBOL OF ACCESSIBL/ TY (ISA) MARKINGCAL TRANS REVISED STANDARD PLAN RSP A24C N. T.S. PARKING LOT NOTES: 1. BUMPER BLOCKS SHALL BE COMMERCIALLY AVAILABLE PRE -CAST CONCRETE UNIT. THE PARKING BUMPER MUST BE MINIMUM 48 INCHES LONG, NOMINALLY 8" WIDE AND 6" HIGH WITH BOTH TOP LONGITUDINAL CORNERS CONTINUOUSLY CHAMFERED, AND ANCHOR HOLES LOCATED 9 INCHES FROM EACH END. MINOR VARIATIONS IN CROSS-SECTIONAL DIMENSIONS ARE ACCEPTABLE. ANCHOR DOWELS MUST BE BAR REINFORCEMENT STEEL, COMMERCIALLY AVAILABLE, Y INCH DIAMETER, AND 15 INCHES LONG. 2. SWEEP PARKING LOT BEFORE STRIPING T 48 1 PAINT. APPLY PAINT WITH MECHANICAL EQUIPMENT TO 3 USE CHLORINATED RUBBER ALKYD TYPE, AASHTO M2 ,TYPE Q PRODUCE UNIFORM STRAIGHT EDGES. APPLY AT MANUFACTURER'S RECOMMENDED RATES TO PROVIDE MINIMUM 12 TO 15 MILS DRY THICKNESS. USE WHITE COLOR FOR NORMAL STRIPING AND BLUE COLOR AT HANDICAP FACILITIES 4. PARKING LOT STRIPING SHALL BE 4 INCHES WIDE. 5. COMPLY WITH ADA REQUIREMENTS FOR HANDICAP STRIPING AND SIGNAGE. 6 PARKING LOT NOTES C5 N. TS. 1 VARIES SLOPE 1/4' PER FT. MAX. 41 j / y\\/ 4" THK. 6" CONCRETE CURB PER DETAIL 1/C28. 1. CONCRETE FOR SIDEWALK SHALL BE CLASS B (5 SACKS PER CU. YD.) ON 0.5' COMPACTED SUBGRADE. 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 SIDEWALK 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 SEC11ON 90-1.03B OF THE STANDARD SPECIFICATIONS. 7 CONCRETE SIDEWALK C5 N. T.S. 9" EXPANSION JOINT 6„ AT SIDEWALKS. 3„ CONSTRUCT CURB WITH CLASS CONCRETE WALK, "B" (5V2 SACK CEMENT PER WHERE OCCURS. YARD) CONCRETE, POUR ON 12" COMPACTED SUBGRADE w in 8 6" CONCRETE CURB C Jr N. T. S. 7 1/2" 2'-0" 6" 1 1/2" CONSTRUCT CURB & GUTTER WITH R=1 /2" TYP CLASS "B" (5Y2 SACK CEMENT PER CO YARD) CONCRETE, POUR ON 12" COMPACTED SUBGRADE SLOPE `V '4---- / N 4 " 9" 5% (1-1/4" DEPRESSION) MAX GUTTER CROSS SLOPE AT A CURB RAMP. 6" CONCRETE CURB & GUTTER N. T.S. COB STANDARD ST -1 9» EXPANSION JOINT 6» AT SIDEWALKS. 3» CONSTRUCT CURB WITH CLASS "B" CONCRETE WALK, (5Y2 SACK CEMENT PER YARD), WHERE OCCURS. POUR ON 12" COMPACTED CONCRETE SUBGRADE C11 .� 77/ \ 1� 6" CONCRETE CURB C Jc N. T.S. AS CLASS "B- CONCRETE (5 SACK) WEAKENED PLANE JTS. EA. 15 COMPACTED SUBGRAGE 0 95% 4 V -GUTTER N. T.S. VAN CE s14 LE SIGN R7 -8b See Notes 2 and 6 6" 6" EXCAVATE TO CLEAR MIN. MIN. PIPE BELL PIPE O.D. +12" MENDRAIN TRENCH DETAIL N. TS. 0MV SLNT-2 & SIGN R99 (CA) 1„ 1y BACKER ROD z JOINT FILLER 1, CONC "D" DIMENSION MAX z NATIVE BACKFILL W 8.0' 10.0' 2% Max 1-T COMPACTED TO 0000000000 00 0088888O 00000000 p 0000000 o000000 � 0000 000000000000000 o0000000..• 0°N°°°°°° °°eoooo° oo 0000000000 GATE POST -SEE CONCRETE BLOCK CAP 90% RELATIVE Q DETAIL 2 (TYP) #4 BAR CONT. TYPICAL DENSITY MA X o N 6.0" 6"X8"X16" CONCRETE BLOCK 7 2'-0"Min 8 FILL ALL CELLS WITH GROUT DE71PNFIER T SEE NOTE 3 UNOBSTRUCTED #4 BAR CONT. TYPICAL E 1001 AND OVER N co I CASE C J r � 6. Where Plaque R99B (CA), Sign R99C (CA) or Sign R7 -8b are installed, SELECT MATERIAL COMPACTED TO „ #4 BARS ® 32" O/C •> '14 LINE DIAGONALS AT 909 RELATII/E F cV 1/2" RADIUS DENSITY VAN CE s14 LE SIGN R7 -8b See Notes 2 and 6 6" 6" EXCAVATE TO CLEAR MIN. MIN. PIPE BELL PIPE O.D. +12" MENDRAIN TRENCH DETAIL N. TS. 0MV SLNT-2 & SIGN R99 (CA) 1„ 1y BACKER ROD z JOINT FILLER 1, CONC -Ir-rA) N „ TO » O 00 O APPROXIMATELY 3/4" PDI _ , o MAX CENTER TO 0O QO QO �I 1/4„ TOS SIDEWALK CENTER I �1/4" 1 BASE"DIA SPACING (p 00 0 01 z /,-.SEE NOTES + + SEE N `rte0 AND 11 RAISED TRUNCATED DOME PATTERN (IN-LINE) N01E 7 - - DETECTABLE WARNING SURFACE GROOVING DETAIL RAISED TRUNCATED DOME FRONT SEE NOTE 10 EDGE OF SIDEWALK 0000 00000 0000" 00000 GUTTER OO°°"� x °° FLOWUNE TOP OF RAMP 4'-0" MIN 0000 M Q 0000 0000°0 M 8888 10% MAX C RETAINING CURB 10% MAX 0000°° 00°00°° ROUNDED -� i AT CURB O°°°°° °°°°°° IF NECESSARY AT EE NOTE 9 000000 000°00 AT CURB EDGE OF SIDEWALK 2% MAX �-� -�- 000000 000000 --"-- � 5'-0" MIN 8.33% MAX 4'-0" MIN A CASE A A a� 3 - w SIDEWALK 2% o rn "D" DIMENSION MAX z x IF NECESSARY 8.0' 10.0' 2% Max 1-T 0000000005 0000000000 00 0088888O 00000000 p 0000000 o000000 � 0000 000000000000000 o0000000..• 0°N°°°°°° °°eoooo° oo 0000000000 GATE POST -SEE CONCRETE BLOCK CAP 8.33% 0000000000 0000000000 DETAIL 2 (TYP) #4 BAR CONT. TYPICAL MAX N MA X o N 6.0" 6"X8"X16" CONCRETE BLOCK 7 2'-0"Min 8 FILL ALL CELLS WITH GROUT 9 SEE NOTE 3 UNOBSTRUCTED #4 BAR CONT. TYPICAL 20 PLUS 1 FOR EACH 100 OR 1001 AND OVER FRACTION THEREOF OVER 1000 co I CASE C J r � 6. Where Plaque R99B (CA), Sign R99C (CA) or Sign R7 -8b are installed, J „ #4 BARS ® 32" O/C •> '14 LINE DIAGONALS AT Y m F cV 1/2" RADIUS NOTES: UJ t� 6 1/16" PER FOOT MIN. N ME d ip 4 4 SURFACE 8. Blue paint, instead of white may be used for marking accessibility z 1/8" PER FOOT MAX. m 20 II c 4" WHITE iv c a CLASS "B" P.C.C. Oo xx N 2 - #4 BARS 1. AS SITE CONDITIONS DICTATE, CASE A AND CASE F CURB RAMPS MAY X TRANSITIONS FROM RAMPS AND LANDING TO WALKS, GUTTERS OR STREETS V) LINE i° 00000000 x 8888 a TYPICAL SECTION WITH BE USED FOR CORNER INSTALLATIONS. BORDERS BUMPER CURB WITH 1/2" a CONCRETE BLOCK WALL NOTE 9 0000°° °O°° 0000 ad CORNERS (TYPICAL) SIDES OF RAMP) ISA MARKING . MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY BIN ENCLOSURE REGULAR NON -ACCESSIBLE PARKING STALL °O°°° I-TRADIUS SEE NOTE NO. 4 THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B, OR C OR 6.0" 6 MAY BE WIDENED AS IN CASE D. LOCU 6.0" BUMPER CURB 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK 10. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS 3" CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. THE FULL WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. 4" CLASS "B" P.C.C. PAVED ao SURFACE 4 AS SITE SHALL BE THE AINING CURB CONSTRUCTED IN AND THE FLARED REVERSED POSITION. z GREASE BARREL ENCLOSURE SIDE OF THE CASE GDRAMP 11. OPTIONAL UNLESS REQUIRED 5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BY SOLID WASTE M TYPICAL SECTION WITH BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4'-0". CHAIN LINK FENCE N.T.S. 12, SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 3.5" MINIMUM. 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT 13. GATE POST -SEE 6"� -- DETAIL 2 CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF -►) p� �� (TYP) Liloli 7. DETACHABLE BIN REFUSE CONTAINERS SHALL BE PLACED ON A THE RAMP, EXCEPT IN CASE C AND CASE F. ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, CONCRETE REFUSE CONTAINER PAD AT GRADE LEVEL. 7. THE CURB RAMP SHALL BE OUTLINED, AS SHOWN, WITH A 1'-0" WIDE NOTES: 8. SOUD WASTE MAY REQUIRE AN ENCLOSED STRUCTURE AROUND BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4" ON CENTER. SEE 14. 1. ALL WORK SHALL CONFORM TO THE SECTION OF THE STANDARD DETACHABLE BIN REFUSE CONTAINERS IF THEY DETERMINE AN GROOVING DETAIL SPECIFICATIONS ENTITLED "STANDARD SPECIFICATIONS, STATE OF UNENCLOSED BIN TO BE UNSIGHTLY. �..� � � A A I#-% � r r A #A .. CALIFORNIA, DEPARTMENT OF TRANSPORTATION% APPROVED CURRENT EDITION AND THE FOLLOWING GENERAL NOTES: 9. THE BIN ENCLOSURE MAY BE CONSTRUCTED OF CONCRETE BLOCK, PER DETAIL ON THIS STANDARD, CHAIN-UNK FENCE PER STANDARD 2 SUBGRADE PREPARATION SHALL BE CONSTRUCTED TRUE TO GRADE D-12 OR OTHER MATERIAL MATERIAL AND DESIGN SHALL BE AND CROSS SECTION, WITH COMPACTION OF 90% TO A DEPTH SUBJECT TO THE SOLID WASTE APPROVAL OF 6.0" (0.15m). 10. REFUSE CONTAINER PADS SHALL BE CONSTRUCTED OF 4.0" (100mm) 3. CONCRETE SHALL BE CLASS "B" AND HAVE A SLUMP BETWEEN 2.5" RETE(65mS and 5.5" ASS * ). THE SURFACE SHALL BE FINISHED THICK CONCRETE WITH AN INTEGRAL CONCRETE BUMPER CURB ON TO GRADE AND CROSS SECTION WITH A FLOAT. TROWELED SMOOTH, THREE SIDES AT LEAST 8.0" HEIGHT AND 6M IN AND FINISHED WITH A BROOM. E 70 ISI R CUR) WIDTH. THE MINIMUM PAD SIZE TO INSIDE FACE OF BUMPER CURBS SHALL BE EIGHT 8.6 x 6.0' (2.4m x 1.8m). THE PADS AND THE 10.0' 4. CONCRETE SHALL BE CURED MATH A WHITE -PIGMENTED CURING (3.Om) WIDE AREA IN FRONT OF THEM SHALL SLOPE AWAY FROM THE COMPOUND COMPLYING TO SECTION 90-7.018 OF THE STANDARD REAR BUMPER CURB AT BETWEEN ONE -SIXTEENTH (0.0625") AND SPECIFICATIONS. ONE -EIGHT (0.125") INCH PER FOOT. (2mm and 5mm per 0.3m) 5. CONCRETE SHALL CONTAIN NO ADDITIVES UNLESS PRIOR WRITTEN 11 WHERE THERE IS AN ALLEY ABUTTING THE PREMISES, REFUSE APPROVAL IS OBTAINED FROM THE CITY ENGINEER. CONTAINERS SHALL BE PLACED ADJACENT TO THE ALLEY. 6. IF ANY PLACE, PREMISES OR USE OF PROPERTY ACCUMULATES OR GENERATES SUFFICIENT REFUSE TO REQUIRE MORE THAN FOUR 12. ANY DEVIATIONS FROM THIS STANDARD MUST BE APPROVED BY THE STANDARD CONTAINERS, THE SOLID WASTE MAY REQUIRE OCCUPANT SOUD WASTE PRIOR TO CONSTRUCTION. TO PROVIDE AND INSTALL A DETACHABLE BIN -BOX OF SUFFICIENT 13. SEE DETAIL ST -258 FOR GATE DETAILS. CAPACITY TO HOLD ACCUMULATED REFUSE. SOLID WASTE PRIOR TO CONSTRUCTION. 14 STANDARD REFUSE CONTAINER PAD C5 N. TS. COORDINATE WITH ARCHITECTURAL PLANS ISA PARKING SIGN, CURB RAMP, SEE NOTE 7 TABLE A SEE NOTES 2 AND 13 -�'� - RETAINING CURB -Ir-rA) N „ TO » O 00 O APPROXIMATELY 3/4" PDI _ , o MAX CENTER TO 0O QO QO �I 1/4„ TOS SIDEWALK CENTER I �1/4" 1 BASE"DIA SPACING (p 00 0 01 z /,-.SEE NOTES + + SEE N `rte0 AND 11 RAISED TRUNCATED DOME PATTERN (IN-LINE) N01E 7 - - DETECTABLE WARNING SURFACE GROOVING DETAIL RAISED TRUNCATED DOME FRONT SEE NOTE 10 EDGE OF SIDEWALK 0000 00000 0000" 00000 GUTTER OO°°"� x °° FLOWUNE TOP OF RAMP 4'-0" MIN 0000 M Q 0000 0000°0 M 8888 10% MAX C RETAINING CURB 10% MAX 0000°° 00°00°° ROUNDED -� i AT CURB O°°°°° °°°°°° IF NECESSARY AT EE NOTE 9 000000 000°00 AT CURB EDGE OF SIDEWALK 2% MAX �-� -�- 000000 000000 --"-- � 5'-0" MIN 8.33% MAX 4'-0" MIN A CASE A A a� 3 - w SIDEWALK 2% o rn MINIMUM NUMBER OF REQUIRED MAX z x IF NECESSARY I 2% MAX_ 2% Max 1-T 0000000005 0000000000 00 0088888O 00000000 p 0000000 o000000 � 0000 000000000000000 o0000000..• 0°N°°°°°° °°eoooo° oo 0000000000 SIDEWALK 51-75 8.33% 0000000000 0000000000 7 X Q MAX N MA X o N 0000000000 °O°°°°°°°° 201-300 7 2'-0"Min 8 0000000000 9 SEE NOTE 3 UNOBSTRUCTED AT 3'-0" Max CENTERS, SEE 20 PLUS 1 FOR EACH 100 OR 1001 AND OVER FRACTION THEREOF OVER 1000 AREA -- CASE C AT REAR LIMIT r 4" WHITE 6. Where Plaque R99B (CA), Sign R99C (CA) or Sign R7 -8b are installed, " „ LINE DIAGONALS AT 5'-0" Min BETWEEN REGULAR NO NOTE 3 TYP NOTES: 3'-0" Max CENTERS, 0 �, za 8. Blue paint, instead of white may be used for marking accessibility SEE NOTE 8 20 II c 4" WHITE 4" 4" WHITE LINE Oo LINE 0°°000 BLUE 1. AS SITE CONDITIONS DICTATE, CASE A AND CASE F CURB RAMPS MAY - TRANSITIONS FROM RAMPS AND LANDING TO WALKS, GUTTERS OR STREETS O_ LINE °O°o� 8008 rn "' 00000000 x 8888 a SEE BE USED FOR CORNER INSTALLATIONS. BORDERS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. NOTE 9 0000°° °O°° 0000 ad 0O°° M °°°O°0 °°°° ° SIDES OF RAMP) ISA MARKING . MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY REGULAR NON -ACCESSIBLE PARKING STALL -Ir-rA) N „ TO » O 00 O APPROXIMATELY 3/4" PDI _ , o MAX CENTER TO 0O QO QO �I 1/4„ TOS SIDEWALK CENTER I �1/4" 1 BASE"DIA SPACING (p 00 0 01 z /,-.SEE NOTES + + SEE N `rte0 AND 11 RAISED TRUNCATED DOME PATTERN (IN-LINE) N01E 7 - - DETECTABLE WARNING SURFACE GROOVING DETAIL RAISED TRUNCATED DOME FRONT SEE NOTE 10 EDGE OF SIDEWALK 0000 00000 0000" 00000 GUTTER OO°°"� x °° FLOWUNE TOP OF RAMP 4'-0" MIN 0000 M Q 0000 0000°0 M 8888 10% MAX C RETAINING CURB 10% MAX 0000°° 00°00°° ROUNDED -� i AT CURB O°°°°° °°°°°° IF NECESSARY AT EE NOTE 9 000000 000°00 AT CURB EDGE OF SIDEWALK 2% MAX �-� -�- 000000 000000 --"-- � 5'-0" MIN 8.33% MAX 4'-0" MIN A CASE A A a� 3 - w SIDEWALK 2% o rn a 3 SECTION A -A IIS) Y iEJ GUTTER RETAINING 3 FLOWLINE CURB IF NECESSARY W -- in------------------- SE MINIMUM NUMBER OF REQUIRED MAX z x FRONT EDGE FR SIDEWALK I 2% MAX_ 2% Max 1-T NOTE 7 0000000000 00 0088888O 00000000 p 0000000 o000000 � 0000 000000000000000 o0000000..• 0°N°°°°°° °°eoooo° oo 0000000000 000000000 OOO°0°°°°0° 000000 000000000 000000000 000000000 80000 oooooo°°0000 0o000°00 51-75 8.33% 8.33% 7 X Q MAX N MA X o N X Q 201-300 7 301-400 8 a 3 SECTION A -A IIS) Y iEJ GUTTER RETAINING 3 FLOWLINE CURB IF NECESSARY W -- in------------------- SE MINIMUM NUMBER OF REQUIRED MAX z x FRONT EDGE FR SIDEWALK C SEE NOTES SEE 2% Max 1-T NOTE 7 26-50 N 51-75 3 10 AND 11 NOTE 7 101-150 5 151-200 - 201-300 7 301-400 8 401-500 9 SEE NOTE 9 2 PERCENT OF TOTAL AT 3'-0" Max CENTERS, SEE 20 PLUS 1 FOR EACH 100 OR 1001 AND OVER FRACTION THEREOF OVER 1000 ISA MARKING ® ® CASE C AT REAR LIMIT SECTION C -C OF STALL, SEE 6. Where Plaque R99B (CA), Sign R99C (CA) or Sign R7 -8b are installed, DETAIL A 9'-0" Min 9'-0" Min „ 7'-0" above the surrounding surface. 5'-0" Min BETWEEN REGULAR 7. Curb ramps shall conform to the details shown on Revised Standard TYP NOTES: 8'-0" Min TO THE RIGHT OF EACH 0 �, za 8. Blue paint, instead of white may be used for marking accessibility -ha F 0°°° 0°°000 RETAINING 1. AS SITE CONDITIONS DICTATE, CASE A AND CASE F CURB RAMPS MAY 8. TRANSITIONS FROM RAMPS AND LANDING TO WALKS, GUTTERS OR STREETS O_ Q °O°o� 8008 rn "' 00000000 x 8888 a CURB BOTH ( BE USED FOR CORNER INSTALLATIONS. SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 0000°° °O°° 0000 ad 0O°° M °°°O°0 °°°° ° SIDES OF RAMP) 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATE RAMP AND 4'-0" PLATFORM (LANDING) AS SHOWN IN CASE A, 9. MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY ca0� °O°°° 0000 ° � 0 6 0 THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B, OR C OR ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED 5'-0" MIN MAY BE WIDENED AS IN CASE D. LOCU 5 PERCENT WITHIN 4'-0" OF THE TOP AND BOTTOM OF THE CURB RAMP. _ J\_1 - -ISEE NOTES 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK 10. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS -A 10 AND 11 CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. THE FULL WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. CASE F 4 AS SITE SHALL BE THE AINING CURB CONSTRUCTED IN AND THE FLARED REVERSED POSITION. FOR DETECTABLE WARNING SURFACES, SEE LANDSCAPING PLAN FOR DETAILS. SIDE OF THE CASE GDRAMP 11. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET 5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, SHALL BE BETWEEN 6" FROM THE GUTTER FLOWUNE. BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4'-0". 12, SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 3.5" MINIMUM. 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT 13. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER U11UTY FACILITIES CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR THE RAMP, EXCEPT IN CASE C AND CASE F. ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, 7. THE CURB RAMP SHALL BE OUTLINED, AS SHOWN, WITH A 1'-0" WIDE CURB RAMP CONSTRUCTION. BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4" ON CENTER. SEE 14. FOR RETROFIT CONDITIONS, REMOVAL AND REPLACEMENT OF CURB APRON GROOVING DETAIL WILL BE AT THE CONTRACTOR'S OPTION, UNLESS OTHERWISE SHOWN ON �-� �..� � � A A I#-% � r r A #A .. PROJECT PLANS. N. TS. TOTAL NUMBER OF PARKING SPACES MINIMUM NUMBER OF REQUIRED PROVIDED IN ACCESSIBLE PARKING PARKING FACILITY SPACES 1-25 1 26-50 2 51-75 3 76-100 4 101-150 5 151-200 6 201-300 7 301-400 8 401-500 9 501-1000 2 PERCENT OF TOTAL AT 3'-0" Max CENTERS, SEE 20 PLUS 1 FOR EACH 100 OR 1001 AND OVER FRACTION THEREOF OVER 1000 AT REAR LIMIT �9,_0" Min OF STALL, SEE DETAIL A " FOR REGULAR ACCESSIBLE PARKING STALL 5 -0 Min 8'-0" Min FOR VAN ACCESSIBLE PARKING STALL, SEE NOTES 2, 11 AND 12 ISA PARKING SIGN, ISA PARKING SIGN, SEE NOTE 13 SINGLE PARKING STALL SEE NOTES 2 AND 13 CURB RAMP, SEE NOTE 7 CURB RAMP, SEE NOTE 7 NOTES: -- 1. Accessible parking spaces serving a particular building shall be located on the shortest accessible route of travel from adjacent SIDEWALK ISA PARKING SIGN, parking to an accessible entrance. In parking facilities that do not serve a particular building, accessible parking shall be located ISA PARKING SIGN, SEE NOTE 13 on the shortest accessible route of travel to an accessible SEE NOTES 2 AND 13 0000000000 0000000000 pedestrian entrance of the parking facility. SIGN R99 (CA) with PLAQUE R99B (CA) 2. One in every six accessible off-street parking stalls, but not less than one, shall be served by an accessible aisle of 8'-0" UNOBSTRUCTED AREA - minimum width and shall be signed van accessible. The R7 -8b sign shall be mounted below the R99B (CA) plaque or the R99C (CA) sign. SEE SEE NOTE 3 NOTE 3 3. In each parking stall, a curb or parking bumper shall be provided if 4" BLUE required to prevent encroachment of vehicles over the required o LINE BORDERS width of walkways. Parking stalls shall be so located that persons 1 = with disabilities are not compelled to wheel or walk behind parked 00SEE 4" WHITE vehicles other than their own. For more parking bumper requirements, NOTE 9 LINE DIAGONALS see the Standard Specifications. AT 3'-0" Max CENTERS, SEE 4. Parking spaces and access aisles shall be level with surface slopes NOTE 8 not exceeding 1.5% in all directions. ISA MARKING ® ® 5. Table A shall be used to determine the required number of AT REAR LIMIT accessible parking stalls in each parking lot or garage. OF STALL, SEE 6. Where Plaque R99B (CA), Sign R99C (CA) or Sign R7 -8b are installed, DETAIL A 9'-0" Min 9'-0" Min the bottom of the sign or plaque panel shall be a minimum of 7'-0" above the surrounding surface. 5'-0" Min BETWEEN REGULAR 7. Curb ramps shall conform to the details shown on Revised Standard ACCESSIBLE PARKING STALLS LS Plan RSP A88A. 8'-0" Min TO THE RIGHT OF EACH 0 VAN ACCESSIBLE PARKING STALL, 8. Blue paint, instead of white may be used for marking accessibility RETAINING CURB IF NECESSARY SEE NOTES 2 AND 12 aisles in areas where snow may cause white morkings to not be DOUBLE PARKING STALL visible. SIDEWALK 4" WHITE LINE DIAGONALS 9. The words "NO PARKING", shall be painted in white letters no less AT 3'-0" Max CENTERS, SEE NOTE 8 than 1'-0" high and located so that it is visible to traffic enforcement officials. See Standard Plan A90B for details of 0000 the "NO PARKING" pavement marking. 0 141 CURB CURB WHITE ISA _ 10. A R100B (CA) sign shall be posted in a conspicuous place at each 2'-0" -- --- entrance to off-street parking facilities or immediately adjacent to and visible from each stall. The sign shall include the address 2'-0"where the towed vehicle may be reclaimed and the telephone SEE 4" WHITE LINE WVHI fE number of the local traffic law enforcement agency. A " NOTE 3 jo,\ BORDER 11. Where a single (non -van) accessible parking space is provided, the 4 BLUE 0., loading and unloading access aisle shall be on the passenger side of -NSEE OTE 3 LINE BORDERS the vehicle as the vehicle is going forward into the parking space. 4„ SEE NOTE 9 BLUE 12. Where a van accessible parking space isprovided, the loading WHITE LINE BACKGROUND-' and unloading access aisle shall be 8'-0 wide minimum, and shall 11 --ISA MARKING be on the passenger side of the vehicle as the vehicle is going AT REAR LIMITS forward into the parking space. DIAGONAL DOUBLE OF STALL, SEE SIGN R99C (CA) SIGN R100B (CA)�o DETAIL A ISA MARKING 13. Accessible Parking Onl Sign shall be Sign R99C (CA) or Sign R99 (CA) See Note 6 See Note 10 PARKING STALLS See Revised Std Plan RSP A24C with Plaque R99B (CA OFF-STREET PARKING SIGNS "`''---SIDEWALK PLAQUE R99B (CA) (Parking lot or garage) STATE OF CALIFORNIA 4-4 5'-0" Min BETWEEN REGULAR SLAB SIGN R99 (CA) with PLAQUE R99B (CA) See Note 6 DEPARTMENT OF TRANSPORTATION ACCESSIBLE PARKING STALLS See Note 6ACCESSIBLE PARKING OFF-STREET PER EaC°i VMin ANTO THE RIGCESSIBLEHT OF 13 SIDEWALK EXPANSION JO/NT 16 CAL TRANS REV/SED STANDARD PLAN RSP C5 N. TS. A,90A REALM LIMY S of STALL, EE DETAIL A PARKING STALL, SEE NOTES 2 AND 12 C5 N. TS. 2 3 4 DETAIL A LEGEND ISA = International Symbol of Accessibility RSP A90A DATED JULY 21, 2017 SUPERSEDES STANDARD PLAN A90A 6"9-272 DATED OCTOBER 3oS 015 - PAGE 129 OF STANDARD N D A R D THE PLAN ND PLANS R RSP BOOK A 9 02A5 REVISED CITY RECORDS N0. 5 6 E MCIWOSH k%xws LAND SURVEYING • CIVIL ENGINEERING 0 2017 2001 WAE4AN CWRT - SNOMM . CA 9= (661) 834-04 834^0972 FAX D 10/23/17 16019GPO1A C KERN HEALTH SYSTEMS _ BUCK OWENS BOULEVARD BAKERSFIELD CA 93308 PROJECT NO. 16154 REV DATE NO. ISSUED REASON B AUGUST 8, 2017 A Sheet Title GRADING & UTILITY DETAILS Sheet No. C5 4-4 ■ R11 W ■ 0 -ha O > m o ca0� E � 0 6 0 U (1) 0)2i i5 I- LOCU LO CU U1 a> 'a �- MCIWOSH k%xws LAND SURVEYING • CIVIL ENGINEERING 0 2017 2001 WAE4AN CWRT - SNOMM . CA 9= (661) 834-04 834^0972 FAX D 10/23/17 16019GPO1A C KERN HEALTH SYSTEMS _ BUCK OWENS BOULEVARD BAKERSFIELD CA 93308 PROJECT NO. 16154 REV DATE NO. ISSUED REASON B AUGUST 8, 2017 A Sheet Title GRADING & UTILITY DETAILS Sheet No. C5 I F4 DETAIL B SILT FENCE NOT TO SCALE `CONTRACTOR SHALL REFERENCE CASQA DETAIL SE -1 3 1 ' 2 1 3 4 WITCHES HAT - V_ SECTION A- A DETAIL D NO SCALE GRATE INLET PROTEC11ON NOT TO SCALE 'CONTRACTOR SHALL REFERENCE CASQA DETAIL SE -10 4 9 SPR 17- 0101 G.P. N0. 17- 40000043 WDID N0. 5F15C381382 LATH & FLAGGING ON ALL SIDES BERN ,NDBAG 10 MIL PLASTIC SANDBAG LEVEL A. ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES, SHALL BE COMPLETION OF EACH WORKING DAY OR EROSION CONTROL BMP'S MUST BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WATER, COVERED 4 , LLT 3. THE USE OF A GRAVEL BLANKET AT CONSTRUCTION ENTRANCES WITH O l B. ALL ONSITE UNPAVED ROADS AND OFFSITE UNPAVED ACCESS 4 WITCHES HAT - V_ SECTION A- A DETAIL D NO SCALE GRATE INLET PROTEC11ON NOT TO SCALE 'CONTRACTOR SHALL REFERENCE CASQA DETAIL SE -10 4 9 SPR 17- 0101 G.P. N0. 17- 40000043 WDID N0. 5F15C381382 LATH & FLAGGING ON ALL SIDES BERN ,NDBAG 10 MIL PLASTIC SANDBAG LEVEL DETAIL E CONCRETE WASHOUT NOT TO SCALE `CONTRACTOR SHALL REFERENCE CASQA DETAIL WM-8 STORIIAWATER POLLUTION PREVENTION NOTES: DUST CONTROL NOTES: 1. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED CONSTRUCTION OF THE PROJECT REQUIRES THE IMPLEMENTATION OF WHEN APPROVED BY THE QUALIFIED SWPPP DEVELOPER (QSD) OR THE CONTROL MEASURES RECOMMENDED BY THE SAN JOAQUIN VALLEY AIR QUALIFIED SWPPP PRACTITIONER (QSP). POLLUTION CONTROL DISTRICT THAT CAN REDUCE FUGITIVE DUST EMISSIONS ASSOCIATED WITH THIS PROJECT: 2. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE A. ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES, SHALL BE COMPLETION OF EACH WORKING DAY OR EROSION CONTROL BMP'S MUST BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WATER, COVERED /� �--HOLE FOR COVER. 3. THE USE OF A GRAVEL BLANKET AT CONSTRUCTION ENTRANCES WITH O PUBLIC ROADS IS REQUIRED AT ALL TIMES DURING CONSTRUCTION. (TC -1) B. ALL ONSITE UNPAVED ROADS AND OFFSITE UNPAVED ACCESS ROADS SHALL BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING 0 A CONCRETE C. ALL LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION, LAND LA LEVELING, GRADING, CUT & FILL, AND DEMOLITION ACTIVITIES SHALL DUST. (MINIMUM OF 650 GALLONS/AC. AND ONCE DAILY, WE -1) BE EFFECTIVELY CONTROLLED OF FUGITIVE DUST EMISSIONS UTILIZING WASH. 6. CONSTRUCTION EQUIPMENT SHALL BE PARKED, WHEN NOT IN USE AND FOR MAINTENANCE, IN DESIGNATED AREA (NS -8,10) . D. WHEN MATERIALS ARE TRANSPORTED OFFSITE, ALL MATERIAL SHALL BE COVERED, OR EFFECTIVELY WETTED TO LIMIT VISIBLE DUST 7. SILT FENCING, STRAW BALES AND SANDBAGS WILL BE INSTALLED AS EMISSIONS, AND AT LEAST SIX INCHES OF FREEBOARD SPACE FROM DIRECTED BY THE QSD/QSP, AS NEEDED. (SE-1,SE-5,SE-6,SE-8,SE-9) SECTION A-1 & EXCEPT AS OTHERWISE APPROVED BY THE QSD/QSP, ALL REMOVABLE E. ALL OPERATIONS SHALL LIMIT OR EXPEDITIOUSLY REMOVE THE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH ACCUMULATION OF MUD OR TRACKOUT FROM ADJACENT PUBLIC WORKING DAY OR ON WEEKENDS WHEN THE 48-HOUR RAIN PROBABILITY STREETS AT THE END OF EACH WORKDAY. (USING A PMIO-EFFICIENT FORECAST EXCEEDS 507... METHOD, SE -7). 9. ALL LOOSE SOIL AND DEBRIS, WHICH MAY CREATE A POTENTIAL HAZARD NOT TO TO OFFSITE PROPERTY, SHALL BE REMOVED FROM THE SITE AS DIRECTED MATERIALS FROM, THE SURFACE OF OUTDOOR STORAGE PILES, SAID BY THE QSP. PILES SHALL BE EFFECTIVELY STABILIZED OF FUGITIVE DUST EMISSIONS UTILIZING SUFFICIENT WATER AND COVERING. 10. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE O WITHIN THE SITE IS AT THE DISCRETION OF THE QSP. SCALE PLYWOOD PREVENT INFILTRATION OF PAVING MATERIALS AND RUNOFF INTO STORM 11. EROSION CONTROL DEVICES WILL BE MODIFIED AS NEEDED AS THE DRAIN SYSTEMS (NS -3). PROJECT PROGRESSES AND PLANS OF THESE CHANGES SUBMITTED FOR APPROVAL AS REQUIRED. H. CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). 48" X 24" HOURS AFTER EACH RAINSTORM. 1. LIMIT CONSTRUCTION RELATED VEHICLE SPEEDS TO 15 MPH ON ALL UNPAVED AREAS AT THE CONSTRUCTION SITE. 13. THIS PLAN HAS BEEN CREATED AS A BEGINNING CONCEPT ONLY. IF BMP'S SHOWN ARE DEEMED INEFFECTIVE OR UNNECESSARY, QSP IS TO J. ALL DUST CONTROL MEASURES ARE NOT NECESSARILY LISTED HERE PAINTED ON THIS PLAN, THE CONTRACTOR IS REFERRED TO THE DUST CONTROL REDLINE THIS PLAN AS NEEDED. PLAN FOR THIS PROJECT AND/OR SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT RULES TO CHECK COMPLIANCE. 14. WHILE NOT ALL THE LISTED BMP'S ARE NOT INCLUDED IN THE SPECIFIC BLACK o c/ O O 0 CONTRACTOR PLANS TO IMPLEMENT. THESE ITEMS SUCH AS REFUELING STATIONS, BATCH PLANTS, WASTE FACILITIES AND THE LIKE ARE NOT DI STUFOED AREA: 5.87 ACRES SPECIFICALLY SITED ON THE PLAN BUT STILL ARE REQUIRED TO BE CONCRETE BY THE CONTRACTOR BASED ON THE CONTRACTORS PLANNED LETTERS 6" NOTE: 15. ALL BMP'S MAY NOT BE LISTED ON THIS EROSION CONTROL PLAN. THE RELOCATE STAGING AREA AND GRAVEL CONTRACTOR IS REFERRED TO BE FAMILIAR WITH THE SWPPP DOCUMENT FOR ENTRANCE AS NEEDED TO ACCOMMODATE THIS SITE, AS IT MAY INCLUDE ADDITIONAL NECESSARY BMP'S. WASHOUT HEIGHT 0.5" L* LAG SCREWS 10 MIL 31 PLASTIC POST 3" LINING PLAN VIEW X 3" X S 8' NOT TO SCALE NOTES CONCRETE WASHOUT SIGN DETAIL OR EQUIVALENT 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 WASHOUT NOT TO SCALE `CONTRACTOR SHALL REFERENCE CASQA DETAIL WM-8 STORIIAWATER POLLUTION PREVENTION NOTES: DUST CONTROL NOTES: 1. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED CONSTRUCTION OF THE PROJECT REQUIRES THE IMPLEMENTATION OF WHEN APPROVED BY THE QUALIFIED SWPPP DEVELOPER (QSD) OR THE CONTROL MEASURES RECOMMENDED BY THE SAN JOAQUIN VALLEY AIR QUALIFIED SWPPP PRACTITIONER (QSP). POLLUTION CONTROL DISTRICT THAT CAN REDUCE FUGITIVE DUST EMISSIONS ASSOCIATED WITH THIS PROJECT: 2. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE A. ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES, SHALL BE COMPLETION OF EACH WORKING DAY OR EROSION CONTROL BMP'S MUST BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WATER, COVERED IN PLACE. (EC1-EC13) WITH A TARP OR OTHER SUITABLE COVER, OR VEGETATIVE GROUND COVER. 3. THE USE OF A GRAVEL BLANKET AT CONSTRUCTION ENTRANCES WITH PUBLIC ROADS IS REQUIRED AT ALL TIMES DURING CONSTRUCTION. (TC -1) B. ALL ONSITE UNPAVED ROADS AND OFFSITE UNPAVED ACCESS ROADS SHALL BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING 4. THE CONTRACTOR SHALL RESTRICT TRAFFIC AND POST 15 MPH SPEED WATER. LIMITS ON THE SITE TO REDUCE DUST. (WE -1) C. ALL LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION, LAND 5. THE CONTRACTOR SHALL WATER THE SITE AS NEEDED TO ELIMINATE LEVELING, GRADING, CUT & FILL, AND DEMOLITION ACTIVITIES SHALL DUST. (MINIMUM OF 650 GALLONS/AC. AND ONCE DAILY, WE -1) BE EFFECTIVELY CONTROLLED OF FUGITIVE DUST EMISSIONS UTILIZING APPLICATION OF WATER OR BY PRESOAKING. 6. CONSTRUCTION EQUIPMENT SHALL BE PARKED, WHEN NOT IN USE AND FOR MAINTENANCE, IN DESIGNATED AREA (NS -8,10) . D. WHEN MATERIALS ARE TRANSPORTED OFFSITE, ALL MATERIAL SHALL BE COVERED, OR EFFECTIVELY WETTED TO LIMIT VISIBLE DUST 7. SILT FENCING, STRAW BALES AND SANDBAGS WILL BE INSTALLED AS EMISSIONS, AND AT LEAST SIX INCHES OF FREEBOARD SPACE FROM DIRECTED BY THE QSD/QSP, AS NEEDED. (SE-1,SE-5,SE-6,SE-8,SE-9) TOP OF THE CONTAINER SHALL BE MAINTAINED. & EXCEPT AS OTHERWISE APPROVED BY THE QSD/QSP, ALL REMOVABLE E. ALL OPERATIONS SHALL LIMIT OR EXPEDITIOUSLY REMOVE THE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH ACCUMULATION OF MUD OR TRACKOUT FROM ADJACENT PUBLIC WORKING DAY OR ON WEEKENDS WHEN THE 48-HOUR RAIN PROBABILITY STREETS AT THE END OF EACH WORKDAY. (USING A PMIO-EFFICIENT FORECAST EXCEEDS 507... METHOD, SE -7). 9. ALL LOOSE SOIL AND DEBRIS, WHICH MAY CREATE A POTENTIAL HAZARD F. FOLLOWING THE ADDITION OF MATERIALS TO, OR THE REMOVAL OF TO OFFSITE PROPERTY, SHALL BE REMOVED FROM THE SITE AS DIRECTED MATERIALS FROM, THE SURFACE OF OUTDOOR STORAGE PILES, SAID BY THE QSP. PILES SHALL BE EFFECTIVELY STABILIZED OF FUGITIVE DUST EMISSIONS UTILIZING SUFFICIENT WATER AND COVERING. 10. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE WITHIN THE SITE IS AT THE DISCRETION OF THE QSP. G. ASPHALT -CONCRETE 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). PROJECT PROGRESSES AND PLANS OF THESE CHANGES SUBMITTED FOR APPROVAL AS REQUIRED. H. CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). 12. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM. 1. LIMIT CONSTRUCTION RELATED VEHICLE SPEEDS TO 15 MPH ON ALL UNPAVED AREAS AT THE CONSTRUCTION SITE. 13. THIS PLAN HAS BEEN CREATED AS A BEGINNING CONCEPT ONLY. IF BMP'S SHOWN ARE DEEMED INEFFECTIVE OR UNNECESSARY, QSP IS TO J. ALL DUST CONTROL MEASURES ARE NOT NECESSARILY LISTED HERE REMOVE OR SELECT ALTERNATIVE BMP'S FROM CASQA'S HANDBOOK AND ON THIS PLAN, THE CONTRACTOR IS REFERRED TO THE DUST CONTROL REDLINE THIS PLAN AS NEEDED. PLAN FOR THIS PROJECT AND/OR SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT RULES TO CHECK COMPLIANCE. 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 DI STUFOED AREA: 5.87 ACRES SPECIFICALLY SITED ON THE PLAN BUT STILL ARE REQUIRED TO BE BY THE CONTRACTOR BASED ON THE CONTRACTORS PLANNED LADDRESSED OCATIONS. NOTE: 15. ALL BMP'S MAY NOT BE LISTED ON THIS EROSION CONTROL PLAN. THE RELOCATE STAGING AREA AND GRAVEL CONTRACTOR IS REFERRED TO BE FAMILIAR WITH THE SWPPP DOCUMENT FOR ENTRANCE AS NEEDED TO ACCOMMODATE THIS SITE, AS IT MAY INCLUDE ADDITIONAL NECESSARY BMP'S. CONSTRUCTION PHASING. ONLY ONE LEGEND MATERIAL LAY -DOWN AND STOCKPILE AREA & EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT. (SEE DETAIL C & WM-3) GRATE INLET (SEE DETAIL D & SE -10) C i„) 50' LONG GRAVEL PAD AT CONSTRUCTION ENTRANCE (SEE DETAIL A & TC -1) CONSTRUCT CONCRETE WASHOUT (PER DETAIL E & WM-8) GRIZZLY/RUMBLE PLATE � SLT FCE - SILT FENCE (DETAIL C & SE -1) � .. � .. � PROJECT BOUNDARY -FR - FIBER ROLLS (SE -5) cl 13 13 PROPOSED WROUGHT IRON FENCE FINISHED GROUND CONTOUR „ .._........... _.. _ _ ... ....__. EXISTING GROUND CONTOUR CONSTRUCTION NOTES: QPOST "NO TRESPASSING" SIGN AT PROJECT ENTRANCE(S) POST "CONSTRUCTION TRAFFIC 15 MPH" SIGN AT PROJECT ENTRANCE(S) MATERIAL LAY—DOWN AND STOCKPILE AREA. (WM-1, WM-3) �4 EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT. (NS -9, NS -10) OGRAVEL PAD AT CONSTRUCTION ENTRANCE MIN. 50' LONG (SEE DETAIL A & TC -1) INLET PROTECTION WITH GRAVEL BAGS. (SEE DETAIL D & SE -10) STOCKPILE FOR ALL PHASES [PLACE FIBER ROLLS AT TOE OF SLOPE ALL THE J WAY AROUND THE STOCKPILE] (SEE DETAIL C & WM-3) OCONSTRUCT CONCRETE WASHOUT (PER DETAIL E & WM-8) GRAVEL APRON IS REQUIRED AT A TIME DURING CONSTRUCTION. CONTRACTOR SHALL RESTRICT VEHICLE TRAFFIC TO USING DESIGNATED ENTRANCE WITH GRAVEL APRON. SCALE: 1 " = 30' 30 15 0 30 60 Know what's below. Cali before you dig. 6.9-27 CITY RECORDS NO. 2 A ►°ICS I ►� • ■ LAND SURVEYING • CVIL ENgNEERING 2017 X101 "am A6 t AN cow- 81Y 0 CA 93309 (661) 834-4814 BD4-0972 FAX D 10/23/17 tsmscPot.a A 33322 Crvtt Or CAL 1� DATE: KERN HEALTH SYSTEMS BUCK OWENS BOULEVARD BAKERSFIELD CA 93308 PROJECT NO. 16154 REV DATE NO. ISSUED REASON B AUGUST 30, 2017 A Sheet Title Sheet No. C6 W O F - z I U) z O U W U) U) W I n W W F- O F_ z O E ¢ U W U W d /co'^ ' 0 z z ca G O U U N¢ L%. O ^ /U) 0 z W Z F- �2 I.L W z 0 W 0N of O' V) /W/,� `/ z U O z W D Q U) W I W F- U W H ¢ W F- W O z I z O w U) U) W W CL W 17w F- D O x W 1n Q' W O C 0 W U) 0 W m F - Z ¢ x a) 0 z U W a. U W U W - i cn F- F - z O U W z z O U P' 0 W 0 W m O B W 0 z U W F- U ¢ W F- W O W a- 0 a W T_ F- W ry O z 0 W U) W F - z O 0 W Q U z N A F - z W 2 W z 0 z z c� F- W 0i QU oQ �W Q� 1 2 3 u J m W > O Q N O F- F- O0 U J 5 J d > m V) J N w o00 J J uC O 0 0 O _i w o o cwc~i) NW COR SE 1/4 OF SE 1/4 �� w CD CD WEST LINE OF THE E 1/2 OF j +L,C)f 00 , OF SECTION 23, 29/27, NOTHING _o �cD SE 1/4 SECTION 23 29/27 ro �= FOUND, CALCULATED POSITION °' W N Q� PER ALTA SURVEY DATEDm N J o w z �� AUGUST 1, 2016. W �J z d J PROJECT BOUNDARY Cn 0+0 N00° ' ...... 32 30" E 11 +00 _ ..........._ _ _...___. 245.02' 12+00 - _.... _ _ _._.._....._.I - - -._ ...... -... - - _....... ....... - _---_ .I ............ N00°32'30".. 13+00 14+00 O EX. TRAFFIC � r ---- SIGNAL LIGHT 5 p1r) 2 3 w 4 .._...�....._.._ ..... G__ .� �>_...- _- - _.. _.... __ G....- - � � � EX. FL/NEW FL I I Q o 0 EX. WATER I _ n.... _r:,_ c _ _� .......-, 3 LATERAL 3 Q °)� �P - ------r------- L.•.. Q 10 �Q �J�•p Q 0.r0.52.----------52%T.O.c.:r �F : o,EX. CROSS- rn GUTTER-a--=�w:- .... - _ _ _ � � LIN OF S H T--�- •� ______-- _ _ _T"_� Wit, �_ - . _.-._ -_- �� _., 00. �i / 8 PROJECT ,1-= = =�.:�� 36' 4 _ 0' C11 Q / i 1 1 3 -,, 7 3 8 � r Q � BOUNDARY # �o , � =.,i �0 o,� NEW E.C.R. 6' WALKWAY 2 ---__ 11 �1 a� i 6 F m il i 7 I o° _ 1# .t A G MATCH XI .SEE SHEET C3 m LU EXISTING FL EL' V. (402.25 � - � .. #, i i .. STA 10+88 55 Cl 34 00 IT "'� F ---------------- --------------------- ----------- ----- ,<�+,- _ _ 4 A i i i I I 14X\ BI D& # RADIUS LENGTH z r7 3' 8' ±11' 8' ONSITE 2> z EX. LIP I F_ 2: z F- 0 ~ 767.39' F PAVEMENT O CDiI MAX. `' ¢ PAVEMENT 4.1 MIN F- O U a > O /7,!l/T/l7Tli.T/177/77//T 33.79' NEW SIDEWALK Z i'7 M M EX. CURB & GUTTER. L,J REMOVE AND REPLACE - CC SECTION "CC" of 0 U� ci a v cv C7 SCALE: NONE XFC In > M Q M -d- (E) EDGE OF PAVEMENT W/W WALKWAY Q m J Ln I= > pip CCN wCq't B/W O `'�+X (E) JOINT UTILITY LINE �Lf) u) ,Ov4 31_;1;_ EXIST. GRADE ELEV. :.;. -_ - Ln Lj Z�CD W CV `- - FOR DRAINAGE W F- J -' `J Z F- -I - (E) OVERHEAD LINE QWQQ( W O W minW U (Fn- W L7 WY In (E) TV CABLE BOX .__ - (E) FENCE 300.34' 15+00 +45.36 ■ 4 EXISTING TREE I I LINE OF C-4 ITEM OF WORK - SEE SCHEDULE --- -o- FURNISH & INSTALL STREET LIGHT - f ■ STREET LIGHTS ARE TO BE "LED". REFER 2 TO C.O.B. FOR MORE DETAILS. 6 E S 1 G �-- _ i I G? if i r' }t ' I- 1fr, i i °'_ P'EDESTRIAN PATH , SEE SHEET C3 FOR DETAILS '' WA Ir .. IV f- _._ LKWA 3 E_ E ;# ; S SHEET C ;f .................................. + _ �1 E� ! 3 r k r 3 SILLECT AVENUE SEE BELOW BUCK C)WENS BOULEVADr% GENERAL NOTES: (STA. 10+00.00 TO STA. 15+45.45) SCALE: 1 30' 1. CONTRACTOR TO ADJUST TOP OF ALL UTILITY BOXES TO FINISHED GRADE. " = 2. REMOVE ALL EXISTING ONSITE IRRIGATION ITEMS -CAP AT SOURCE. PROJECT BUCK OWENS 3 q B BUCK OWENS BOUNDARY 5 3 BOULEVARD & VARIES -ADDITIONAL R/W 4 PROJECT 4 EX. EX. DEDICATION ®NEW <3> 40' & XRW 7' XRW BOUNDARY 40' R/W VARIES R/W DRIVE APPROACH 4 5 10' 10 7' TO O'_; I 39.50' I NEW WROUGHT SIDEWALK I VARIES 6.0' VARIES IRON FENCE 39.50' TO 34.0' SIDEWALK I 0.50' 5.5' 1.50'0.50' 5.5' VARIES I � 111 I I I I 1.50' TO 0' 2' FROM z I ONSITE I 2' FROM z I ONSITE WEST LINE OF THE E 1/2 OF EX. LIP z m I LANDSCAPING WEST LINE OF THE E 1/2 OF EX. LIP z I m I (LANDSCAPING SE 1/4 SECTION 23 29/27 Li -w SE 1/4 SECTION 23 29/27 I 3 I I (E:) A.(_ _....._ � z 2% I f.: t( �- L` W I 3 w 2% 4:1 MAX• I E � , , I A`'Y'::trl::NT AV::=ttEN ;' Q W / N .MAX 2% 7717Ti1T/r/,Tiy/T!7/,?/777/ 7yiTT1T7r/ /r�irr rirr�rrr�rrnrr i%7Tl1717/7/7TT/i%r77/7/7/77/y�7///7//W/7�/ri Erlr�7rr.�rrrir 2% ONSITE MATCH EX. NEW SIDEWALK ct:1 AC PAVEMENT MATCH E PAVEMENT REMOVE AND REPLACE PAVEMENT NEW SIDEWALK THICKNESS VE AND EX. CURB & GUTTER. THICKNESS R EX. URB &RGUTTER. rA A SECTION "AA" BB SECTION "BB$$ C7 SCALE: NONE C7 SCALE: NONE BUCK OWENS BOULEVARD SEE ABOVE 442. i._.._.. ,f xFL �, I �4 rE SEE SHEET C3 FOR DETAILS............................................................................................................ .......... ..................... _............ ............... _.._........ ..........., ,. I 6 WALKWAY ..............: u X2 SEE SHEET C3 PEDESTRIAN I PED PATH f i (T) 00 2 ; lr _...................... f i j......... _ _1- NEW B.C.R. y I I I ? _............................._.....: DETENTION BASIN ■ I STA. 10+38.56, C.L. 83.43 LT. - I MATCH EXISTING FL ELEV. ±402.03 i F..., /, 00.34 F� -_1:3......_....._._.......__._.._._.........................._..�__........ _........_...._._ 4 ' I I I F 1 1 PROJECT BOUNDARY -_._...._-._ PG&E 14 �_ EX. R/W `\ _ _ _----------- A._._.____ s EX 1 AU LT . 400.45 FL J ■ �,��. - - - .__ .._._....._.................... .�' I L__....__ ..............._ ----- X. I 17.x_ :. �._..._ .. A=14°13'26" yT ._ ..- 0�7 - "'-- _._._..__. ._.. - 6 N ,., \•. it - i - _-. -== ' ---�---- ----- -- __206.98' : - _ ■ ; �` r✓ i _ � A EX. R/W & _ 13�` _ ---------moo ------------ ------------99 -- ------ 0 _._._.._. - --�- - -- I __---- o -p -- fT� �T� f�Q- O I I I �` PROJECT BOUNDARY rr-`:. i < l d _ I ._ _ z -T- . „E_x =" ------ -Q 5 ( - '-85.00'3.._= .' - _ C1 14 1 EX. TRAFFIC I p i. - 3.-_ 12 > rn o _ 61 ._ ox= - ----Q1 -1-2 SIGNAL LIGHT 077% 3 < 14+00 �R=7_9_....9�.7_..6..' -------o--- --------- -oL=_3._0...9C11 ........... 72' 15+00 .� l i 0 - c3� cjt�o a; 4 _ i co I I EX. CROSS N �r i 3„E 85.00' i U y r iz ¢ ,� r7 a) c� ! GUTTER N r� 30'5 - r _o �N m +> Q rn -cn 2 -H _. 8647 I ! N81° Q 6'� N c1 Op - Q -J� �$F NO N'� W COX w W O .. C:, i S88°49'p „E li: ' cr L=130.73' L..._: --�� - '� w - w w cri o _ }- F _ �.__._ _ _ _ 1 i._. 92.49' > +00 R=801.39' _.....__._._ _._ .__..__-._ l o ....� r) M J W o d . _.__....... ...._ _.. _ _ _.. _.. o d Q Fa- -' w co w' I W M.__. } i N > �.'" w Li Z F-- U Cn Li C� W (� -J J - S7 + w Q J W cn, Q � o Q CT _. 6° m c~n� � I<- _j v� __-07'41'E I m 0 c -- -- -- - n# o� �z > F- W - .. oW N �'r m X > w F- w CD = -00 cn tL I- O w Q W LL z cn - _ _ - -' -� EXISitNG OVERH SIGN o J /---- - - - - - - - "BAKER IELD z f -- ; SF z I O O w0CDGENERAL NOTES: SILLECT AVENUE cn + + W Oo ~_ (STA. 10+00.00 TO STA. 15+86.47) 1. CONTRACTOR TO ADJUST TOP OF ALL UTILITY BOXES TO FINISHED GRADE. �N� SCALE: 1" 30' 2. REMOVE ALL EXISTING ONSITE IRRIGATION ITEMS -CAP AT SOURCE. EX. R/W & CE SILLECT AVENUE PROJECT BOUNDARY 45' i 11' 34' i i i I I 14X\ BI D& # EX. R/W & CE SILLECT AVENUE PROJECT BOUNDARY 45' i 11' 34' 1 5' 6' EXISTING TP TOP OF PAVEMENT PROPOSED 6" CURB ONLY SIDEWALK RADIUS LENGTH z 2' FROM 3' 8' ±11' 8' ONSITE 2> z EX. LIP I LANDSCAPING PARKING 767.39' m2% X PAVEMENT _ (E; A. C. MAX. `' ¢ PAVEMENT 4.1 MIN N r '7 T1717177)1-,/,7,11 ( i MAX. � /7,!l/T/l7Tli.T/177/77//T 33.79' NEW SIDEWALK 0219'20" C15 REMOVE AND REPLACE MATCH EX. PAVEMENT EX. CURB & GUTTER. THICKNESS REMOVE AND REPLACE - CC SECTION "CC" C7 SCALE: NONE "DD" 1 NA SILLECT AVENUE 2' FROM EX. LIP u PROJECT EXISTING TP TOP OF PAVEMENT PROPOSED 6" CURB ONLY BOU Y RADIUS LENGTH XRW 11' DELTA 3' 8' ±11' 8' _ 5' 5' 6' ON-SITE DETENTION SWALE I NEW PARKING 767.39' w I SIDEWALK U_ PAVEMENT 00� Fc a 2, .29 _WATER SURFACE _ 2� cn 4.X m m ¢' 1 00'59'28" C14 833.76' 33.79' S,rG, 0219'20" C15 20.00' 28.80' 6" CONCRETE CURB & 82'30'56" REMOVE AND REPLACE - GUTTER. REFER TO 32.38' EX. CURB & GUTTER. DETAIL 9, SHEET C5. DD SECTION "DD" INV. INVERT C7 SCALE: NONE XFC NA SILLECT AVENUE 2' FROM EX. LIP u Pi,.:r:M�:ti... 77;TT17T!/7T777r7T'77T777,11-17%7%T/7%Tr/% -MATCH EX. PAVEMENT THICKNESS 3 5 A ^- ,..e_. 0 to- Lo ,r lr td:. ., ,p f � .� ro �� #r. r Y'-' q.r. 1=s.:. ,Y` • r � f � .^ Y.7 a. iY A , Y -.Y IY :-aF e.. '.S I a "r . •e r r r::a r. ,. x. r- � r. f Y :, r. .: ; Ys *tt t �t 1 L P t' i `d -f p+ !. ! Y ! ` f" p. tl', r. • t r .•m :.� at : � ^. a n• �,. • f 'P - a# ttYf e e r r a, -are a Y 'r " l stY•f.. ! .,V a•Y• .°rsiis/� +F. sof rr.., .:�,.: a +e `r �` •.,. t' r . p, a 'Y a / a.k:a >' p a t; # t d exr r Y�ry f: is°,n ae • tJ` A. k Yi. It-• n' d i."' rte. Y.r P # Y i il+:. � ! A ayt./ i d, f, !: t$'iA` I' t:' ff f at a< Y •r a a r' .�.a Y, t Y as ara a i s t, f!Y'id ! r/a • Y ='f` It Y fr�' a• .� t&dek. i•X is '.t ;C Y i. P a Y IF... &Y Y t 9 •J. k ° n � ➢:f'. . t3 .' rid! / . a - +' r tit ,.f ,P Y d,s tV r y@ X a' g, EASEMENT LEGEND: OPUBLIC HIGHWAY EASEMENT TO STATE OF CALIFORNIA RECORDED ON FEBRUARY 7, 1990 IN BOOK 6344, PAGE 99. OUTILITY EASEMENT GRANTED PT&T AND PGE IN BOOK 5347, PAGE 853, O.R. O RIGHT-OF-WAY DEDICATION FOR PUBLIC HIGHWAY IN BOOK 6317 PAGE 0169, O.R. ORIGHT-OF-WAY DEDICATION CATION FOR PUBLIC HIGHWAY4 IN BOOK 764, PAGE 318, O.R. ORIGHT-OF-WAY DEDICATION FOR PUBLIC HIGHWAY IN BOOK 662, PAGE 200 O.R. ONON -BUILDABLE EASEMENT PER DOCUMENT NO. NO. 0215020163 DATED FEBRUARY 20, 2015. OADD111ONAL RIGHT-OF-WAY DEDICATION TO C.O.B. PER DOCUMENT NO. 217174002 DATED DECEMBER 19, 2017 CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1. O CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. OSAWCUT EXIST. E.P. 2' BACK FROM EX. LIP OR AS DIRECTED BY THE CITY ENGINEER. ® INSTALL WROUGHT IRON FENCE WITH VEHICLE AND/OR PEDESTRIAN ACCESS GATES AS SHOWN. REFER TO ARCHITECT PLAN FOR DETAILS. OCONSTRUCT COMMERCIAL DRIVE APPROACH TYP "B" PER C.O.B. STANDARD DETAIL ST -4. SEE DETAIL ON THIS SHEET. © REMOVE EX. RAMP AND INSTALL COMPLIANT ADA RAMP PER C.O.B. STANDARD DETAIL ST -10. O7 REMOVE EXISTING DRIVE APPROACH. ® EXISTING BOLLARD/POST TO BE REMOVED. Og ADJUST EXISTING TOP OF UTILITY BOX TO FINISHED GRADE. 10 REMOVE EXISTING CURB & GUTTER AND EXISTING DRIVE APPROACH. CONSTRUCT 36' WIDE COMMERCIAL DRIVE APPROACH TYPE "A" PER C.O.B. STANDARD ST -3 (NEW EDITION). 11 INSTALL HANDICAP RAMP PER C.O.B. STANDARD ST -10 (NEW EDITION). 12 REMOVE EXISTING CURB AND GUTTER. CONSTRUCT 36' WIDE COMMERCIAL DRIVE APPROACH TYPE "A" PER C.O.B. STANDARD ST -3 (NEW EDITION) WITH MODIFIED A.D.A. COMPLIANT RAMP. SEE ALSO CONSTRUCTION NOTE 14. 13 ACCESSIBLE PARKING SIGN NOTICE. SEE DETAIL 16, SHEET C5. 14 INSTALL A.D.A. RAMP PER CAL TRANS STANDARD PLAN RSP A88A: MODIFIED CASES C AND G. LEGEND AND ABBREVIATIONS CURVE TABLE EXISTING TP TOP OF PAVEMENT PROPOSED 6" CURB ONLY CURVE RADIUS LENGTH TANGENT DELTA C11 50.00' 77.97' 49.43' 89'20'36" C12 767.39' 128.97' 64.64' 09'37'45" C13 833.76' 14.42' 7.21' 00'59'28" C14 833.76' 33.79' 16.90' 0219'20" C15 20.00' 28.80' 17.54' 82'30'56" C16 20.00' 32.38' 20.99' 92°45'59" Pi,.:r:M�:ti... 77;TT17T!/7T777r7T'77T777,11-17%7%T/7%Tr/% -MATCH EX. PAVEMENT THICKNESS 3 5 A ^- ,..e_. 0 to- Lo ,r lr td:. ., ,p f � .� ro �� #r. r Y'-' q.r. 1=s.:. ,Y` • r � f � .^ Y.7 a. iY A , Y -.Y IY :-aF e.. '.S I a "r . •e r r r::a r. ,. x. r- � r. f Y :, r. .: ; Ys *tt t �t 1 L P t' i `d -f p+ !. ! Y ! ` f" p. tl', r. • t r .•m :.� at : � ^. a n• �,. • f 'P - a# ttYf e e r r a, -are a Y 'r " l stY•f.. ! .,V a•Y• .°rsiis/� +F. sof rr.., .:�,.: a +e `r �` •.,. t' r . p, a 'Y a / a.k:a >' p a t; # t d exr r Y�ry f: is°,n ae • tJ` A. k Yi. It-• n' d i."' rte. Y.r P # Y i il+:. � ! A ayt./ i d, f, !: t$'iA` I' t:' ff f at a< Y •r a a r' .�.a Y, t Y as ara a i s t, f!Y'id ! r/a • Y ='f` It Y fr�' a• .� t&dek. i•X is '.t ;C Y i. P a Y IF... &Y Y t 9 •J. k ° n � ➢:f'. . t3 .' rid! / . a - +' r tit ,.f ,P Y d,s tV r y@ X a' g, EASEMENT LEGEND: OPUBLIC HIGHWAY EASEMENT TO STATE OF CALIFORNIA RECORDED ON FEBRUARY 7, 1990 IN BOOK 6344, PAGE 99. OUTILITY EASEMENT GRANTED PT&T AND PGE IN BOOK 5347, PAGE 853, O.R. O RIGHT-OF-WAY DEDICATION FOR PUBLIC HIGHWAY IN BOOK 6317 PAGE 0169, O.R. ORIGHT-OF-WAY DEDICATION CATION FOR PUBLIC HIGHWAY4 IN BOOK 764, PAGE 318, O.R. ORIGHT-OF-WAY DEDICATION FOR PUBLIC HIGHWAY IN BOOK 662, PAGE 200 O.R. ONON -BUILDABLE EASEMENT PER DOCUMENT NO. NO. 0215020163 DATED FEBRUARY 20, 2015. OADD111ONAL RIGHT-OF-WAY DEDICATION TO C.O.B. PER DOCUMENT NO. 217174002 DATED DECEMBER 19, 2017 CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1. O CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. OSAWCUT EXIST. E.P. 2' BACK FROM EX. LIP OR AS DIRECTED BY THE CITY ENGINEER. ® INSTALL WROUGHT IRON FENCE WITH VEHICLE AND/OR PEDESTRIAN ACCESS GATES AS SHOWN. REFER TO ARCHITECT PLAN FOR DETAILS. OCONSTRUCT COMMERCIAL DRIVE APPROACH TYP "B" PER C.O.B. STANDARD DETAIL ST -4. SEE DETAIL ON THIS SHEET. © REMOVE EX. RAMP AND INSTALL COMPLIANT ADA RAMP PER C.O.B. STANDARD DETAIL ST -10. O7 REMOVE EXISTING DRIVE APPROACH. ® EXISTING BOLLARD/POST TO BE REMOVED. Og ADJUST EXISTING TOP OF UTILITY BOX TO FINISHED GRADE. 10 REMOVE EXISTING CURB & GUTTER AND EXISTING DRIVE APPROACH. CONSTRUCT 36' WIDE COMMERCIAL DRIVE APPROACH TYPE "A" PER C.O.B. STANDARD ST -3 (NEW EDITION). 11 INSTALL HANDICAP RAMP PER C.O.B. STANDARD ST -10 (NEW EDITION). 12 REMOVE EXISTING CURB AND GUTTER. CONSTRUCT 36' WIDE COMMERCIAL DRIVE APPROACH TYPE "A" PER C.O.B. STANDARD ST -3 (NEW EDITION) WITH MODIFIED A.D.A. COMPLIANT RAMP. SEE ALSO CONSTRUCTION NOTE 14. 13 ACCESSIBLE PARKING SIGN NOTICE. SEE DETAIL 16, SHEET C5. 14 INSTALL A.D.A. RAMP PER CAL TRANS STANDARD PLAN RSP A88A: MODIFIED CASES C AND G. LEGEND AND ABBREVIATIONS (E) EXISTING TP TOP OF PAVEMENT PROPOSED 6" CURB ONLY (N) NEW TG TOP OF GRATE PROPOSED 6" CURB & GUTTER BIN BACK OF SIDEWALK 0/X OVER -EXCAVATION - _ - - CENTERLINE OF STREET EP EDGE OF PAVEMENT FF FINISH FLOOR TC TOP OF CURB FC FINISH CONCRETE -- -- -- PROPERTY LINE RIGHT-OF-WAY / FL FLOWLINE G.B. GRADE BREAK --------------------------------------- SAW CUT CL CENTERLINE FG FINISH GRADE -------------------------- PEDESTRIAN EASEMENT ELEV ELEVATION FP FINISH PAVEMENT ME MATCH EXISTING SCO SEWER CLEANOUT o PROPOSED WROUGHT IRON FENCE L.S. LANDSCAPING AREA SWR SEWER :_:::'::::..::::::::::::::::::::_-_::::::::::::: E CURB AND GUTTER ( ) FCFINISH CONCRETE..............._._................__.............__.._.__.._..._.__............ ............_...__....... ..... _._..__.._...._._.... ...._......... DWR DOMESTIC WATER SD STORM DRAW FWRFIRE WATER I._ . ................... _..... . I--.......___._....._...._...........D.._._....._.__.._...._..._....._._....._........_. (E) STORM DRAIN LINE XFL XFG (E) FLOWLINE S/W SIDEWALK (E) FINSIHED GRADE -- (E) SEWER LINE INV. INVERT XFC (E) .FINSIHED CONC. R/W RIGHT-OF-WAY . . -..... ..- EX W --- ----..._.. ........ _..._.._.._........._... (E) DOMESTIC WATER LINE XEP (E) EDGE OF PAVEMENT W/W WALKWAY (E) GAS LINE M. H. MANHOLE O.G. ORIGINAL GROUND B/W BACK OF WALK (E) JOINT UTILITY LINE 1061 FL PROPOSED GRADE ELEV. (E) ELECTRICAL LINE ,Ov4 31_;1;_ EXIST. GRADE ELEV. :.;. -_ - (E) FIBER OPTIC LINE 0.315,% DIRECTION AND PERCENT OF SLOPE .... _....... ...... .... ...........:r.......... _... ... ....... _.............. _._._..__...__............._._._ (E) TELEPHONE LINE FOR DRAINAGE J (E) SURVEY MONUMENT AS DESCRIBED - - -- - - - - _ EHEC- - - (E) OVERHEAD LINE "" (E) TRAFFIC SIGN ......._. . ._..._. _.........__.. _............ _. _...... _ . (E) EDGE OF PAVEMENT In (E) TV CABLE BOX _..........................._.....x ..............._............ _..... ............y - (E) FENCE EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING TREE EXISTING POLE ITEM OF WORK - SEE SCHEDULE -o- FURNISH & INSTALL STREET LIGHT - 9500 LUMEN PER C.O.B. STD. ST -14. STREET LIGHTS ARE TO BE "LED". REFER TO C.O.B. FOR MORE DETAILS. 4 i 5 Know what's below. Call before you dig. 6.9-272 CITY RECORDS NO. I. A I LAND SURVEYING - CIVIL ENGINEERING ® 2017 2001 *01M COURT - BAXERSF#1.0, CA 93309 (661) W-4814 Ill FAX D 10/23/17 16019GPOt.d C 33322 g mv, � DATE- KERN HEALTH SYSTEMS BUCK OWENS BOULEVARD BAKERSFIELD CA 93308 PROJECT NO. 16154 REV DATE NO. ISSUED REASON B AUGUST 30, 2017 A Sheet Title OFFSITE GRADING PLAN Sheet No. C7