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Home My WebLink About6.9-298v 0 PROJECT TEAM DEVELOPER ROBERT MONTGOMERY RAISING CANE'S RESTAURANTS LLC 6800 BISHOP ROAD PLANO, TX 75024 (972) 769-3348 RMONTGOMERY®RAISINGCANES.COM ARCHITECT JEFF LIDERMAN/RUBEN GONZALES PM DESIGN GROUP, INC. 38 EXECUTIVE PARK SUITE 310 IRVINE, CA 92614 (949) 430-7051 (714) 581-3490 CELL JLIEDERMANCPMDGINC.COM SURVEYOR PETER E. WEILBACHER, PLS PBLA SURVEYING, INC. 981 CORPORATE CENTER DR, STE. 150 POMONA, CA 91786 (888) 714-9642 (714) 389-9191 FAX CIVIL ENGINEER JOHN POLLOCK, PE KIMLEY-HORN AND ASSOCIATES, INC. 765 THE CITY DRIVE, SUITE 200 ORANGE, CA 92868 (714) 786-6125 (714) 938-9488 FAX JOHN. POLLOCKOKI M LEY -HORN. CDM GRADING & IMPROVEMENT PLANS OWNER ANDREW MEYER/BEN MEYER 4025 CALIFORNIA AVENUE, LLC 402 JACKSON STREET, THIRD FLOOR (415) 362-1546 ANDREW®MEYERCP.COM BEN@AEYERCP.COM DRY UTILITY CONSULTANT JOHN VORIS E4 UTILITY DESIGN 324 AVENIDA DE LA ESTRELLA, ST. B SAN CLEMENTE, CA 92672 (949) 313-7289 JOHNOE4DESIGN.COM UTILITY PURVEYORS - AGGREGATE BASE WATER ELECTRICITY PHONE CITY OF BAKERSFIELD: PACIFIC GAS AND ELECTRIC COMPANY AT&T DEPARTMENT OF WATER RESOURCES (800) 468-4743 DALE YOUNGBLOOD - ENGINEERING 1000 BUENA VISTA ROAD 4540 CALIFORNIA AVE. SUITE 400 BAKERSFIELD, CA 93311 CABLE TV BAKERSFIELD, CA 93309 (661) 326-3715 SPECTRUM (661) 200-0853 TONY LARA DY24820ATT.COM SEWER 4450 CALIFORNIA AVE. SUITE A - CENTERLINE CITY OF BAKERSFIELD: BAKERSFIELD, CA 93309 GAS WASTEWATER DIVISION (661) 395-3397 SOUTHERN CALIFORNIA GAS COMPANY 6901 MCCUTCHEN ROAD (661) 978-6430 CELL (800) 427-2000 BAKERSFIELD, CA 93313 TONY.LARA®CHARTER.COM - DRAIN INLET (661) 326-3249 - DOMESTIC WATER BENCHMARK NOTE - EAST BENCHMARK : NATIONAL GEODETIC SURVEY BENCHMARK DESIGNATION: "X 67 RESET" DESCRIPTION: MONUMENT IS A BENCH MARK DISK STAMPED "X 67 RESET 1968" SET ON A CURB. MONUMENT IS LOCATED AT BAKERSFIELD, IN THE WEST PORTION OF THE CITY, CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE CURB AT THE NORTHEAST CORNER OF THE T -INTERSECTION OF 19TH AND OAK STREETS, ABOUT 125 FEET SOUTH-SOUTHEAST OF THE OAK STREET CROSSING OVER THE GATES CANAL, 42.5 FEET NORTH OF THE CENTER OF 19TH STREET, 32.5 FEET EAST OF THE CENTER OF OAK STREET, 3.5 FEET NORTHWEST OF STEEL LIGHT STANDARD NUMBER 26-24, AND 1.0 FOOT WEST OF THE NORTHWEST CORNER OF A TRAFFIC SIGNAL ELECTRIC VAULT COVER THAT IS FLUSH WITH THE SIDEWALK. FW ELEVATION = 403.74 FEET (DATUM: THE NORTH AMERICAN VERTICAL DATUM OF 1988) BASIS OF BEARINGS NOTE THE BEARING OF NORTH 48'58'39" WEST, BEING THE CENTERLINE OF CHESTER LANE, AS SHOWN ON A MAP FILED IN BOOK 19, PAGES 170, INCLUSIVE, OF RECORDS OF SURVEYS, RECORDS OF KERN COUNTY, STATE OF CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS. LEGAL DESCRIPTION PER TITLE REPORT PARCEL A: PARCEL 3 OF PARCEL MAP WAIVER NO. P96-0757 IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, AS PER THAT CERTAIN CERTIFICATE OF COMPLIANCE RECORDED APRIL 24, 1998 AS DOCUMENT NO. 0198052743, OFFICIAL RECORDS DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF PARCEL 2 OF PARCEL MAP NO, 4830 AS FILED IN PARCEL MAP BOOK 22 AT PAGE 66 IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING A POINT ON THE NORTHERLY RIGHT-OF-WAY OF CHESTER LANE AS SHOWN ON SAID PARCEL MAP; THENCE NORTH 48'58'39" WEST, ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 503.62 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY, NORTH 48'58'39" WEST, 162.74 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 220.00 FEET; THENCE CONTINUING ALONG SAID RIGHT -OF WAY AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 36'09'07" AN ARC DISTANCE OF 138.81 FEET; THENCE DEPARTING SAID RIGHT-OF-WAY, NORTH 89'14'02" EAST, 144.88 FEET; THENCE SOUTH 00'45'58" EAST, 49.93 FEET, THENCE SOUTH 45'45'58" EAST, 63.64 FEET, THENCE SOUTH 45' 45' 58" EAST, 131.59 FEET TO THE TRUE POINT OF BEGINNING. EXCEPT ALL OIL, GAS AND OTHER MINERALS CONTAINED WITHIN THE PROPERTY HEREINABOVE DESCRIBED, WHETHER NOW KNOWN TO EXIST OR HEREAFTER DISCOVERED ALL OIL, GAS AND OTHER MINERAL RIGHTS BELONGING OR APPERTAINING TO SAID PROPERTY, THE EXCLUSIVE RIGHT TO PROSPECT FOR, DRILL FOR, PRODUCE, MINE, EXTRACT AND REMOVE OIL, GAS AND OTHER MINERALS UPON AND FROM SAID PROPERTY, THE EXCLUSIVE RIGHT TO DRILL UPON, TO DRILL THROUGH AND OTHERWISE TO USE SAID PROPERTY TO PRODUCE, MINE, EXTRACT AND REMOVE OIL, GAS AND OTHER MINERALS FROM ADJACENT OR NEIGHBORING LANDS AND THE EXCLUSIVE RIGHT TO INJECT IN, STORE UNDER, AND THEREAFTER WITHDRAW FROM SAID PROPERTY, OIL, GAS AND OTHER MINERALS AND PRODUCTS THEREOF, WHETHER PRODUCED FROM SAID PROPERTY OR ELSEWHERE, BUT UNLESS THE GRANTEE THEREIN OR ITS SUCCESSORS OR ASSIGNS, SHALL GIVE WRITTEN CONSENT TO THE DRILLING OF WELLS UPON THE SURFACE OF SAID LANDS, ALL OF THE FOREGOING RIGHTS SHALL BE EXERCISED ONLY BY THE DRILLING OF WELLS FROM LOCATIONS ON ADJACENT OR NEIGHBORING LANDS INTO OR THROUGH SAID PROPERTY AT LEAST 500 FEET BELOW THE SURFACE OF THE GROUND AND WITHOUT ENTERING UPON OR USING ANY PORTION OF SAID PROPERTY LYING ABOVE SAID DEPTH, AS RESERVED IN DEED FROM KERN COUNTY LAND COMPANY, A CALIFORNIA CORPORATION, TO STOCKDALE DEVELOPMENT CORPORATION, A CALIFORNIA CORPORATION, RECORDED DECEMBER 29, 1967 IN BOOK 4116, PAGE 612 OFFICIAL RECORDS. PARCEL B: NON EXCLUSIVE EASEMENTS APPURTENANT TO PARCEL A FOR PARKING, ACCESS ROADS, DRIVEWAYS, WALKWAYS, SIDEWALKS, LANDSCAPING, UTILITIES, DRAINAGE AND CONSTRUCTION OVER AND ACROSS CERTAIN LAND WHICH IS NOT IMPROVED AS A BUILDING OR SERVICE FACILITY AS MORE PARTICULARLY DESCRIBED AND SET FORTH IN THAT CERTAIN DECLARATION OF ESTABLISHMENT OF RESTRICTIONS AND RESERVATIONS OF EASEMENTS FOR BAKERSFIELD RETAIL CENTER RECORDED MAY 6, 1998, AS INSTRUMENT NO. 0198059232 OFFICIAL RECORDS OF KERN COUNTY. APN: 020-120-40-00 ISSUE r?DAYS 1L LL N C DRAWN BY DIAL WORKING JPBEFORE BEFORE YOU DIG U DIG CHECKED BY TOLL FREE 1-600-227-2600 A PUBLIC SERVICE BY TH UNDERGROUND SERVICE ALERT FOR RC0389 4025 CALIFORNIA AVE BAKERSFIELD, CA 93309 GRADING PERMIT N0. 19-40000028 SPR N0. 19-0072 VICINITY MAP SCALE: NTS GEOTECHNICAL REPORT THE RAISING CANE'S RESTAURANT (RC389) - BAKERSFIELD GEOTECHNICAL ENGINEERING REPORT DATED MARCH 14, 2019 PREPARED BY TERRACON CONSULTANTS, INC. AND ALL ADDENDA SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS. SITE INFORMATION SITE ADDRESS: 4025 CALIFORNIA AVENUE BAKERSFIELD, CA 93309 FLOOD ZONE: ZONE X - AREA OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAT 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD ZONING DISTRICT: C-2 LAND USE: REGIONAL COMMERCIAL GENERAL PLAN: HIGHWAY COMMERCIAL EXISTING USE: VACANT (RESTAURANT BUILDING) PROPOSED USE: COMMERCIAL (RESTAURANT) TOTAL LOTS: 1 TOTAL DISTURBED AREA: 27,851 S.F. (0.64 AC) ESTIMATED EARTHWORK QUANTITIES CUT: 139 CY EXPORT HAUL LOCATION: 13627 CHEVALIER RD BAKERSFIELD, CA 93307 FILL: 75 CY NET: 64 CY (EXPORT) NOTE: THE ABOVE QUANTITIES ARE APPROXIMATE IN PLACE VOLUMES CALCULATED FROM THE EXISTING GROUND TO THE PROPOSED FINISHED GRADE. EXISTING GROUND IS DEFINED BY THE CONTOURS AND SPOT GRADES ON THE BASE SURVEY. PROPOSED FINISHED GRADE IS DEFINED AS THE FINAL GRADE AS INDICATED ON THE GRADING PLAN(S). THE EARTHWORK QUANTITIES ABOVE ARE FOR PERMIT PURPOSES ONLY. THEY HAVE NOT BEEN FACTORED TO ACCOUNT FOR CHANGES IN VOLUME DUE TO BULKING, CLEARING AND GRUBBING, SHRINKAGE, OVER- EXCAVATION AND RE -COMPACTION, AND CONSTRUCTION METHODS. NOR DO THEY ACCOUNT FOR THE THICKNESS OF PAVEMENT SECTIONS, FOOTINGS, SLABS, REUSE OF PULVERIZED MATERIALS THAT WILL UNDERLIE NEW PAVEMENTS, ETC. THE CONTRACTOR SHALL RELY ON THEIR OWN EARTHWORK ESTIMATES FOR BIDDING PURPOSES. Kim Iey»)Horn 765 THE CITY DRIVE, SUITE 200 ORANGE, CA 92868 (714)939-1030 PREPARED '�/`IJN VIRECT SUPERVISION OF: DATE b/17 LEGEND W E E T 617.50 TO fi17. 0 FS 615.50 TC (615.00 FS 2.2% CENTER LINE PROPOSED PROPERTY LINE EASEMENT / SETBACK LINE APPROXIMATE CIVIL LIMIT OF WORK GRADE BREAK LINE RIDGE LINE PROPOSED SANITARY SEWER PIPE PROPOSED GREASE WASTE PIPE PROPOSED STORM DRAIN PIPE PROPOSED DOMESTIC WATER PIPE PROPOSED FIRE WATER PIPE PROPOSED GAS LINE PROPOSED ELECTRICAL CONDUIT PROPOSED TELECOMMUNICATION CONDUIT FLOW LINE POINT OF CONNECTION (0 BLDG) POINT OF CONNECTION (TO EXISTING) PROPOSED SEWER CLEANOUT PROPOSED BACKFLOW PREVENTOR PROPOSED WATER LINE BEND WITH THRUST BLOCK PROPOSED SPOT GRADE EXISTING SPOT GRADE PROPOSED FLOW (DIRECTION AND SLOPE) PROPOSED LANDSCAPE AREA HEAVY DUTY CONCRETE PAVEMENT ABBREVIATIONS AB - AGGREGATE BASE AC VICINITY MAP BC - BACK OF CURB BAKERSFIELD, l - BOTTOM OF STEP BLDG CALIFORNIA 99� BW - BACK OF WALK 1 - CATCH BASIN OF 6 C/L - CENTERLINE z 11 - CONCRETE CONST. SITE DF - DEEPENED FOOTING DI - DRAIN INLET DW - DOMESTIC WATER E - EAST EG - EDGE OF GUTTER ELEC a EP - EDGE OF PAVEMENT 1 - FINISHED FLOOR FG �\ FL - FLOW LINE NOT TO SCALE - FINISHED SURFACE FW - FIRE WATER G - GAS GB VICINITY MAP SCALE: NTS GEOTECHNICAL REPORT THE RAISING CANE'S RESTAURANT (RC389) - BAKERSFIELD GEOTECHNICAL ENGINEERING REPORT DATED MARCH 14, 2019 PREPARED BY TERRACON CONSULTANTS, INC. AND ALL ADDENDA SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS. SITE INFORMATION SITE ADDRESS: 4025 CALIFORNIA AVENUE BAKERSFIELD, CA 93309 FLOOD ZONE: ZONE X - AREA OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAT 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD ZONING DISTRICT: C-2 LAND USE: REGIONAL COMMERCIAL GENERAL PLAN: HIGHWAY COMMERCIAL EXISTING USE: VACANT (RESTAURANT BUILDING) PROPOSED USE: COMMERCIAL (RESTAURANT) TOTAL LOTS: 1 TOTAL DISTURBED AREA: 27,851 S.F. (0.64 AC) ESTIMATED EARTHWORK QUANTITIES CUT: 139 CY EXPORT HAUL LOCATION: 13627 CHEVALIER RD BAKERSFIELD, CA 93307 FILL: 75 CY NET: 64 CY (EXPORT) NOTE: THE ABOVE QUANTITIES ARE APPROXIMATE IN PLACE VOLUMES CALCULATED FROM THE EXISTING GROUND TO THE PROPOSED FINISHED GRADE. EXISTING GROUND IS DEFINED BY THE CONTOURS AND SPOT GRADES ON THE BASE SURVEY. PROPOSED FINISHED GRADE IS DEFINED AS THE FINAL GRADE AS INDICATED ON THE GRADING PLAN(S). THE EARTHWORK QUANTITIES ABOVE ARE FOR PERMIT PURPOSES ONLY. THEY HAVE NOT BEEN FACTORED TO ACCOUNT FOR CHANGES IN VOLUME DUE TO BULKING, CLEARING AND GRUBBING, SHRINKAGE, OVER- EXCAVATION AND RE -COMPACTION, AND CONSTRUCTION METHODS. NOR DO THEY ACCOUNT FOR THE THICKNESS OF PAVEMENT SECTIONS, FOOTINGS, SLABS, REUSE OF PULVERIZED MATERIALS THAT WILL UNDERLIE NEW PAVEMENTS, ETC. THE CONTRACTOR SHALL RELY ON THEIR OWN EARTHWORK ESTIMATES FOR BIDDING PURPOSES. Kim Iey»)Horn 765 THE CITY DRIVE, SUITE 200 ORANGE, CA 92868 (714)939-1030 PREPARED '�/`IJN VIRECT SUPERVISION OF: DATE b/17 LEGEND W E E T 617.50 TO fi17. 0 FS 615.50 TC (615.00 FS 2.2% CENTER LINE PROPOSED PROPERTY LINE EASEMENT / SETBACK LINE APPROXIMATE CIVIL LIMIT OF WORK GRADE BREAK LINE RIDGE LINE PROPOSED SANITARY SEWER PIPE PROPOSED GREASE WASTE PIPE PROPOSED STORM DRAIN PIPE PROPOSED DOMESTIC WATER PIPE PROPOSED FIRE WATER PIPE PROPOSED GAS LINE PROPOSED ELECTRICAL CONDUIT PROPOSED TELECOMMUNICATION CONDUIT FLOW LINE POINT OF CONNECTION (0 BLDG) POINT OF CONNECTION (TO EXISTING) PROPOSED SEWER CLEANOUT PROPOSED BACKFLOW PREVENTOR PROPOSED WATER LINE BEND WITH THRUST BLOCK PROPOSED SPOT GRADE EXISTING SPOT GRADE PROPOSED FLOW (DIRECTION AND SLOPE) PROPOSED LANDSCAPE AREA HEAVY DUTY CONCRETE PAVEMENT ABBREVIATIONS AB - AGGREGATE BASE AC - ASPHALT BC - BACK OF CURB BS - BOTTOM OF STEP BLDG - BUILDING BW - BACK OF WALK CB - CATCH BASIN OF - CURB FACE C/L - CENTERLINE CONC, - CONCRETE CONST. - CONSTRUCT, CONSTRUCTION DF - DEEPENED FOOTING DI - DRAIN INLET DW - DOMESTIC WATER E - EAST EG - EDGE OF GUTTER ELEC - ELECTRIC EP - EDGE OF PAVEMENT FF - FINISHED FLOOR FG - FINISHED GRADE FL - FLOW LINE FS - FINISHED SURFACE FW - FIRE WATER G - GAS GB - GRADE BREAK HP - HIGH POINT INV - INVERT IRR - IRRIGATION WATER JS - JUNCTION STRUCTURE LP - LOW POINT MH - MANHOLE N - NORTH PCC - PORTLAND CEMENT CONCRETE P/L - PROPERTY LINE PUE - PUBLIC UTILITY EASEMENT PIV - POST INDICATOR VALVE PVC - POLYVINYL CHLORIDE R - RADIUS RD - ROOF DRAIN RW - RECLAIMED WATER R/W - RIGHT-OF-WAY S - SEWER OR SOUTH SO - STORM DRAIN STA - STATION SS - SANITARY SEWER SSPWC - STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION SW - SIDE WALK T - TELEPHONE TO - TOP OF CURB W - WATER OR WEST XXX.XX - PROPOSED ELEVATION (XXX.XX) - EXISTING ELEVATION STANDARD DUTY CONCRETE PAVEMENT SHEET INDEX HEAVY DUTY ASPHALT PAVEMENT SHEET NUMBER SHEET TITLE C1.0 CIVIL COVER SHEET STANDARD DUTY ASPHALT PAVEMENT C1.1 EXISTING CONDITIONS C2.0 GENERAL NOTES C3.0 EROSION CONTROL PLAN ASPHALT PAVEMENT MILL AND OVERLAY C3.1 EROSION CONTROL DETAILS C4.0 DEMOLITION PLAN C5.0 SITE KEYNOTE PLAN DETECTABLE WARNING (TRUNCATED DOMES) C5.1 DIMENSIONAL CONTROL & SITE PLAN Sim C5.2 STRIPING & SIGNAGE PLAN Tao C6.0 GRADING & DRAINAGE PLAN C13A GRADING & DRAINAGEPLAN C6.2 SECTIONS am C6.3 OFFSITE IMPROVEMENT PLAN aJ C6.4 OFFSITE IMPROVEMENT DETAILS 06 C7.0 UTILITY PLAN d C8.0 CONSTRUCTION DETAILS Q The GRADING PLAN maim ammdrarWrp Y hereby appw sWjecttonnykWiraLedooneclidremaddltlorr, AppwWbyftPrrblla C8.1 CONSTRUCTION DETAILS Works Depaamar Land Bt lk@g DepataneMardlaalesapp wWa*w to design ci terla used and conlanancetoCaySWNeem,Coda wW Orranances. Enginearlorgmub Nde wdoolopwoWborespw sibkPor aaeragafrsloiliorm(orpiapW r eMehyarbdl a aertlfled ^aa -graved• plan akar cveyletlarr aFLha yrMtr{} APPROVED BY: ' ublk Wolk DepenmeMDow rn u `r_ -Zo-/ 9 > N r: Date w T° Y U � O z U Lu W CITY RECORDS NO. i CITY OF BAKERSFIELD e 4025 CALIFORNIA AVE CIVIL COVER SHEET C1.0 a BAKERSFIELD, CA 93309 r N c a U Y PROPERTY E>ESCRIPTIrJN PARCEL A. PARCEL 3 OF PARCEL MAF WAIVER NO. P96-0757 IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNA, AS PER THAT CERTAIN CERTIFICATE OF COMPLIANCE RECORDED APRIL 24, 1998 AS DOCUMENT NO. 0198052743, OFFICIAL RECORDS DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF PARCEL 2 OF PARCEL MAP NO. 4830 AS FILED IN PARCEL MAP BOOK 22 AT PAGE 66 IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING A POINT ON THE NORTHERLY RIGHT-OF-WAY OF CHESTER LANE AS SHOWN ON SAID PARCEL MAP; THENCE NORTH 48'58'39" WEST, ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 503.62 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID RIGHT -OF --WAY. NORTH 4658'39" WEST, 162.74 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 220.00 FEET; THENCE CONTINUING ALONG SAID RIGHT -OF WAY AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 36'09'07" AN ARC DISTANCE OF 138.81 FEET; THENCE DEPARTING SAID RIGHT-OF-WAY, NORTH 8914'02" EAST, 144.88 FEET; THENCE SOUTH 00°45'58" EAST, 49.93 FEET, THENCE SOUTH 45'45'58" EAST, 63.64 FEET, THENCE SOUTH 45' 45 58" EAST, 131,59 FEET TO THE TRUE PONT OF BEGINNING. EXCEPT ALL OIL, GAS AND OTHER MINERALS CONTAINED WITHIN THE PROPERTY HEREINABOVE DESCRIBED, WHETHER NOW KNOWN TO EXIST OR HEREAFTER DISCOVERED ALL OIL, GAS AND OWED MINERAL RIGHTS BELONGING OR APPERTAINING NTNG TO SATO PROPERTY, THE EXCLUSIVE RIGHT TO PROSPECT FOR, DRILL FOR, PRODUCE. MINE, EXTRACT AND REMOVE OIL, GAS AND OTHER MINERALS UPON AND FROM SAID PROPERTY, THE EXCLUSIVE RIGHT TO DRILL UPON, TO DRILL THROUGH AND OTHERWISE TO USE SAID PROPERTY TOBOCE MINE EXTRACT AND REMOVE OIL. GAS AND OTHER MINERALS FROM ADJACENT OR NEIGHBORING LANDS AND THE EXCLUSIVE WRITTEN CONSENT TO THE ORILUNG OF WELLS UPON THE SURFACE OF SAID LANDS, ALL OF THE FOREGOING RIGHTS SHALL BE EXERCISED ONLY BY THE DRILLING LL G OF WELLS EAST I_DOATON LA ADJACENT OR NEIGHBORING NDS INTO OR THROUGH SAID PROPERTY AT LEAST 500 FEET BELOW THE SURFACE Of THE GROUND AND WITHOUT ENTERING UPON OR USING ANY PORTON OF SAID PROPERTY LYING ABOVE SAID DEPTH, AS RESERVED IN DEED FROM KERN COUNTY LAND COMPANY, A CALIFORNIA CORPORATION, TO DEVELOPMENT CORPORATION, A CALIFORNIA CORPORATION, RECORDED DECEMBERBER 29 29. 1967 IN BOOK 4118, PAGE 612 OFFICIAL RECORDS. PARCEL 3: NON EXCLUSIVE EASEMENTS APPURTENANT TO PARCEL A FOR PARKING ACCESS ROADS, DRIVEWAYS, WALKWAYS, SIDEWALKS, LANDSCAPING, UTILITIES, DRAINAGE AND CONSTRUCTION OVER AND ACROSS CERTAIN LAND WHICH IS NOT IMPROVED AS A BUILDING OR SERVICE FACILITY AS MORE PARTICULARLY DESCRIBED AND SET FORTH IN THAT CERTAIN DR BAKE DECLARATION of ESTABLISHMENT D MAY AND RESERVATIONS OF EASEMENTS FOR BAKERSFIELD RETAIL CENTER RECORDED MAY H6 1998; AS INSTRUMENT N0. 0188059232 OFFICIAL RECORDS OF KERN GCiIN TY. ADN: 020-120-40-00 TITLE REPORT EEXCT=PRIONS EASEMENTS ARE PLOTTED HEREON WITH REFERENCE TO SCHEDULE B EXCEPTION NUMBER. EXAMPLE = 2 SCHEDULE B EXCEPTION NUMBER. 1. TAXES ANDA ENT GENERAL AND SPECIAL, FOR THE FISCAL YEAR 2018 - 2019, A LIEN, BUT NOSOT YET DUE OR PAYABLE. CODE NO.: 001-028 ASSESSOR'S PARCEL NO : 020-120-40-00 2 TAXES AND ASSESSMENTS, GENERAL AND SPECIAL. FQR THE FISCAL YEAR 2017 - 2018, AS FOLLOWS ASSESSOR'S PARCEL NO : 020-120-40-00 CODE NO.: 001-028 IST INSTALLMENT : 514.600.14 MARKED PAID 2ND INSTALLMENT: 4 $1 .650.14 MARKED PAID LANA VALUE : $1225,085.00 IMP. VALUE : $7.,139,309.00 3. THE UEN OF SUPPLEMENTAL TAXES. IF ANY, ASSESSED PURSUANT TO THE PROVISIONS OF SECTION 75, ET SED., OF THE REVENUE AND TAXATION CODE OF THE STATE OF CALIFORNIA. 4, AN UNRECORDED LEASE UPON THE TERMS, COVENANTS, AND CONDITIONS CONTAINED OR REFERRED TO THEREIN. LESSOR : HAROLD E. URNER LESSEE : CHRYSLER REALTY CORPORATION, A DELAWARE CORPORATION DISCLOSED BY MEMORANDUM OF LEASE DATED : AUGUST 3, 1972 RECORDED : OCTOBER 27, 1972 IN BOOK 4739 OF OFFICIAL RECORDS, PAGE 659 UNDER RECORDER'S SERIAL NUMBER 30346 [NO PLOTTABLE EASEMENTS] NOTE: THE PRESENT OWNERSHIP OF SAID LEASEHOLD OR LEASEHOLDS AND OTHER MATTERS AFFECTING THE INTEREST OF THE LESSEE OR LESSEES ARE NOT SHOWN HEREIN. 5. AN UNRECORDED LEASE UPON THE TERMS, COVENANTS, AND CONDITIONS CONTAINED OR REFERRED TO THEREIN, LESSOR C BAKERSFIELD, LTD. LESSEE : BARNES & NOBLE SUPERSTORE, INC., A DELAWARE CORPORATION DISCLOSED BY : SUBORDINATION. NON -DISTURBANCE AND ATTORNMENT AGREEMENT DATED : FEBRUARY 7, 1997 RECORDED : FEBRUARY 28, 1997 IN OFFICIAL RECORDS UNDER RECORDER'S SERIAL NUMBER 0197024030 [NO PLOTTABLE EASEMENTS] NOTE: THE PRESENT OWNERSHIP OF SAID LEASEHOLD OR LEASEHOLDS AND OTHER MATTERS AFFECTING THE INTEREST OF THE LESSEE OR LESSEES ARE NOT SHOWN HEREIN. Q AN EASEMENT AFFECTING THAT PORTION OF SAID LAND AND FOR THE PURPOSES STATED HEREIN AND INCIDENTAL PURPOSES AS PROVIDED IN THE FOLLOWNC GRANTED TO : PACIFIC GAS AND ELECTRIC COMPANY, A CALIFORNIA CORPORATION FOR PUBLIC UTIUTIES RECORDED MAY 6, 1997 IN OFFICIAL RECORDS UNDER RECORDER'S SERIAL NUMBER 0197061054 AFFECTS : AS DESCRIBED THEREIN MATTERS AS CONTAINED OR REFERRED TO IN AN INSTRUMENT, ENTITLED : NOTICE OF FINAL DESCRIPTION EXECUTED BY : PACIFIC GAS AND ELECTRIC COMPANY RECORDED JANUARY 14, 1999 IN OFFICIAL RECORDS UNDER RECORDER'S SERIAL NUMBER 0199005000 WHICH AMONG OTHER THINGS PROVIDES : (AS SET FORTH THEREIN) ?. AN UNRECORDED LEASE UPON THE TERMS. COVENANTS, AND CONDITIONS CONTAINED OR REFERRED TO THEREIN, LESSOR : C BAKERSFlELD, LTD., A CALIFORNIA UNITED PARTNERSHIP LESSEE : COMPUSA. INC., A DELAWARE CORPORATION DISCLOSED BY : SUBORDINATION, NON -DISTURBANCE AND ATTORNMENT AGREEMENT DATED : NOVEMBER 20, 1997 RECORDED JANUARY 13, 1996 IN OFFICIAL RECORDS UNDER RECORDER'S SERIAL NUMBER 0198003857 MATTERS AS CONTAINED OR REFERRED TO IN AN INSTRUMENT, ENTITLED : TERMINATION OF MEMORANDUM OF LEASE EXECUTED BY : CHESTER LANE PROPERTIES, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY AND C. BAKERSFIELD LTD., A CALIFORNIA LIMITED PARTNERSHIP AND COMPUSA STORES, L.P., A TEXAS LIMITED PARTNERSHIP (SUCCESSOR IN INTEREST TO COMPUSA INC., A DELAWARE CORPORATION) DATED : OCTOBER 7. 2008 RECORDED OCTOBER 27, 2008 IN OFFICIAL RECORDS UNDER RECORDER'S SERIAL NUMBER 0208169167 WHICH AMONG OTHER THINGS PROVIDES : (AS SET FORTH THEREIN) NOTE.: THE PRESENT OWNERSHIP OF SAID LEASEHOLD OR LEASEHOLDS AND OTHER MATTERS AFFECTING THE INTEREST OF THE LESSEE OR LESSEES ARE NOT SHOWN HEREIN. [NO PLO] TABLE EASEMENTS] Q 0 LL E-1 v Lam❑ g M 0 C� LPO ❑�❑ 5u�w�ly CITY OF E3AKE=FiSF=1EL1D, COUNTY OF= KERN, STATE OF= CALIF=OFlNIA TITLE REPORT EXCEPTEONS TI'T'LE REPORT EXCEPTIONS COVENANTS. CON04TIONS AND RESTRICTIONS, BUT OMITTING ANY COVENANTS OR 21. THE EFFECT OF INSTRUMENTS, PROCEEDINGS, LIENS, DECREES OR OTHER MATTERS WHICH RESTRICTIONS IF ANY, BASED UPON RACE. COLOR, RELIGION, SIX, HANDICAP, FAMILIAL DO NOT SPECIFICALLY DESCRIBE SAID LAND BUT WHICH, IF ANY DO EXIST, MAY AFFECT STATUS, OR NATIONAL ORIGIN UNLESS AND ONLY TO THE EXTENT THAT SAID COVENANT THE TITLE OR IMPOSE UENS OR ENCUMBRANCES THEREON. THE NAME SEARCH (A) IS EXEMPT UNDER TITLE 42, SECTION 3607 OF THE UNITED STATES CODE OR (B) NECESSARY TO ASCERTAIN THE EXISTENCE OF SUCH MATTERS HAS NOT BEEN COMPLETED - RELATES TO HANDICAP BUT DOES NOT DISCRIMINATE AGAINST HANDICAPPED PERSONS, AS AND, IN ORDER TO DO SO, WE REQUIRE A SIGNED CONFIDENTIAL STATEMENT OF PROVIDED IN AN INSTRUMENT. INFORMATION FROM OR ON BEHALF OF BYRON R. MEYER. RECORDED : MAY 6. 1998 IN OFFICIAL RECORDS UNDER [NO PLOTTABLE EASEMENTS] i RECORDER'S SERIAL NUMBER 0198059232 22. THE EFFECT OF INSTRUMENTS, PROCEEDINGS, LENS, DECREES OR OTHER MATTERS WHICH 390.16 SAID COVENANTS, CONDITIONS AMC RESTRICTIONS PROVIDE THAT A VIOLATION THEREOF DO NOT SPECIFICALLY DESCRIBE SAID LAND BUT WHICH. IF ANY DO EXIST, MAY AFFECT 2Y INA 3My SHALL NOT DEFEATOR. RENDER INVALID THE LIEN OF ANY MORTGAGE OR DEED OF TRUST THE TITLE OR IMPOSE LENS HE ENCUMBRANCES THEREON. THE NAME SEARCH 91 N9 WT s99.r MADE IN GOOD FAITH AND FOR VALUE NECESSARY TO ASCERTAIN THE EXISTENCE OF SUCH MATTERS HAS NOT BEEN COMPLETED AND, M ORDER TO DO ON BE REQUIRE A SIGNED CONFIDENTIAL STATEMENT OF ASPx xE.fR UPON RACER THEREOF BUT OMI . NG ANY J99.OIFL TTI COVENANT F EL R.MEYER. OR RESTRICTIONS INFORMATION FROM OR ON BEHALF 0 SH DON ME CTIONS IF ANY BASED I 39) I 3 UPON RA COLO. RELIGION.SE HANDICAP FAMILIAL wV CE. R,X, AMINAL STATUS s94�1s OR NAT AL ORIGIN CR GIN 1 UNLESS. AND ONLY TO THE EXTENT THAT SAID COVENANT TS VE A IS EXEMPT U D NO PLOTTABLE EASEMENTS] { , E UNDER TLE 42, [ ] SECTION 3607 TE THE UNITED STATES CODE OR (B) RELATES TO HANDICAP BUT DOES NOT DISCRIMINATE AGAINST HANDICAPPED PERSONS. 23. PRIOR TO THE ISSUANCE OF ANY POLICY OF RILE INSURANCE. THE COMPANY REQUIRES (: THE FOLLOI WTN RESPECT TO 4025 CALIFORNIA AVENUE LLC, A CALIFORNIA LIMITED 'TS J5113 TSO '� RECORDED : OCTOBER 4, 2016 IN OFFICIAL RECORDS UNDER LIABILITY COMPANY: n i RECORDER'S SERIAL NUMBER 000218136514 1 A COPY O ANY MANAGEMENT OR OPERATING AGREEMENTS AND ANY AMENDMENTS II bars THERETO. TOGETHER WITH A CURRENT LIST OF ALL MEMBERS OF SAID LLC. 2 A CERTIFIED COPY OF ITS ARTICLES OF ORGANIZATION LLC -1 '~ 4 NOTE: N, THIS DOCUMENT CONTAINS ANY RESTRICTION BASED L RACE, COLOR, ( ) ANY CERTIFICATE OF CORRECTION (LLC -11), CERTIFICATE ). AMENDMENT (LLC -2), OR RESTATEMENT OF B H j RELIGION, SEX, SEXUAL ORIENTATION. FAMILIAL STAINS, MARITAL STATUS, DISABILITY. e I I NATIONAL ORIGIN, SOURCE OF INCOME AS DEFINED IN SUBDIMSION (P) OF SECTION 12955, ARTICLES OF ORGANIZATION (LLC -10). jg +� 39Ao91 n MA OR ANCESTRY, THAT RESTRIGIION VIOLATES STATE AND FEDERAL FAIR HOUSING LAWS 3 RECORDING A CERTIFIED COPY OF SAID LLC -1 AND ANY "AMENDMENTS THERETO". '�" 21sw im I Y l j. o AND IS VOD, AND MAY BE REMOVED PURSUANT TO SECTION 1.2956.2 OF THE I a HLT. HH - GOVERNMENT CODE. LAWFUL RESTRICTIONS UNDER STATE AND FEDERAL LAW ON THE AGE GENERAL NOTT=S is LOCA pv 1 t OF OCCUPANTS IN SENIOR HOUSING OR HOUSING FOR OLDER PERSONS SHALL NOT BE - 1 u x518$L CONSTRUED AS RESTRICTIONS BASED ON FAMILIAL STATUS." 1. AREA - BASED UPON MEASURED BEARINGS AND DISTANCES AS SHOWN ON HEREON, I I6 ,11-'9�rytt39119Eli. SAID LAND CONTAINS 22 685 SQ. FL 0.52 ACRES CROSS. • el AN HEREIN AMU I AFFECTING THAT POR 10 - w 'u 9PORTION SAID LAND AND FOR THE PURPOSES STATED C> HEREN ANO INCIDENTAL PURPOSES AS PROVIDED IN HE MOVE MENTIONED INSTRUMENT. 2. TITLE SEARCH - THIS SURVEY DOES NOT CONSTITUTE A TALE SEARCH BY P&A A I Ins FOR : (AS MORE FULLY SEF FORTH THEREIN) ENGINEERING, INC. OR THE SURVEYOR TO DETERMINE OWNERSHIP OF MIS PROPERTY`e Y� AFFECTS AS DESCRIBED THEREIN OR TO VERIFY THE DESCRIPTIONS PROVIDED; THE COMPATIBILITY OF THESE (, M ) 1 G ,r B DESCRIPTIONS WIN THAT OF ADJACENT PROPERTIES; NOR EASEMENTS, 1 F NON EXCLUSIVE EASEMENTS APPURTENANT TO PARCELS A AND 8 FOR PARKING. ACCESS RIGHTS-OF-WAY OR TITLE OF RECORD. PBLA ENGINEERING. INC RELIED UPON - B ROADS, DRIVEWAYS, WALKWAY, SIDEWALKS, LANDSCAPING, UTILITIES, DRAINAGE AND PREUMINARY TITLE REPORT ORDER NO. 2676013211-52, PREPARED BY OLD REPUBLIC CONSTRUCTION OVER AND ACROSS CERTAIN LAND WHICH IS NOT IMPROVED AS A TITLE COMPANY, WITH AN EFFECTIVE DATE OF MAY 21, 2018. 39 BUILDING OR SERVICE FACILITY AS MORE PARTICULARLY DESCRIBED AND SET FORTH C4LIFOR%1A ALF' 39507 194 n . • 3W.55 q - - - . ASPI1 _. TH,51M3.9H ASPM MMIJ ' 19k051 ` J9415R _ x4 394.16EG 3942)EG J9419EG 399.35EG -. .v --------------- MOM . aha GTC n� ....�..�-->...... x.. _ .... .--.._Y CANC i R _ y _ u - -i Fs S D1W rs ,rs y c i tt I NPUR 5s f 6 5Z ^ - -- i� 39 .TIES li 43UL 3B480i5 'I 395.3 3 II I 5 395. S 39512 _ ._ - )9i6RS J9St9 II 4.IPEG B '.4 AR L B {PS ) _ vs --- - _ _ � I x45 c P - ___--------III-fff _ - --_[ - Evdam. L74},7.pE¢- f- 2 I 395. APN IF 020-120-38-80 x .)SL M4 Mil -- 9.59F9 I wlti�f ll ,y ~` 394.e5FG(B)g@ Epe iY 3AS.CiFS v .') 39191FL "�T55 pG' '71u.4? y)9 . 4. 1Jq./6 "USX 38y 91 ApSPII{BE�'r��15p,3 n��,tn3�91iIi0��0IE�GI�r 1yq(�, Ip�Iry"1 �p'� _ ASPH � V ASPH N1 UeLS61�94'IFJIf LVliitUi'i LLTIIIUIGJ� IF OC1(I�') IJGu� J453fi1 �- ]645]51 3di.39 39.23 39:19 39. it 4o:.CZ J9n,9E94 3E4]1EG J9i.33 335)3 5 p II ) .. lrDv 1�'u �� 'Gi L6 iio' I p] t II I � � � � � � O TH IN 94.99E THAT CERTAIN DECLARATION OF ESTABLSHMEN F 1 n ' T U OLDMAY6,b5EG ? I. RESTRICTIONS AND RESERVATIONS O 3. OCCUPATION LINES ENCROACHMENTS AND RECOVERED SURVEY MON 1 �LaG"CbL.L, MONUMENTS ARE � 1 IN EASEMENTS FOR BAKERSFIELD RETAIL CENTER RECORDED MAY N, 199& AS INSTRUMENT SHOWN SI FOUND DURING A FIELD SURVEY PERFORMED UNDER MY DIRECT a `TREE CANOPY (TYI NO. 0198059232 OFFICIAL RECORDS O. KERN COUNTY, AS GRANTED IN DEED RECORDED SUPERVISION DURING DECEMBER, 7518. 1 Y4 y AUGUST 28, 1098. A5 INSTRUMENT N0. 0198112706. '6., !y. ,' ? tANOSGPINO 4. PARCEL AREA SHOWN IS DETERMINED BASED UPON FIELD MEASUREMENTS MAGE ti Y'--r'Y :S3i:" it. D 10 IN AN IN MATTERS AS CONTAINED OR REFERREAGREEMEPoT BETWEEN STRUMENT, OWNERS OF ADJACENT DURING A FIELD SURVEY PERFORMED IN DECEMBER, 2018. x� `, 1 y 11 1 APN 20_120_40-00 o REAL KERSFIETl; & TIE PROPERTY IS ZONED "C-2". FOR REGIONAL ODINMEP.CIAL LAND USE DISTRICT, 29 T1e 31i EXECUTED BY : JS BAKERSFIELD ASSOCIATES, LLC, A CALIFORNIA PER THE CITY OF BAKERSFIELD PLANNING DEPT.ap'1'yi- LIMITED LIABILITY COMPANY AND CROWN HILLWOOD BAKERSFIELD, L.P.. A CALIFORNIA LIMITED SOURCE: PARTNERSHIP HT 5://BAKERSFIELDCIW.US/GOV/DEPTS/GEOGRAPHICJER NFORMATION_SMCES/DEFAULT.H DATED MARCH 29,1999 TM RECORDED MARCH 37, 1999 IN OFFICIAL RECORDS UNDER 7, THE PROPERTY IS ADJACENT TO AND HAS ACCESS CHESTER LANE, BEING PUBUCLY RECORDER'S SERIAL NUMBER 0199046450 DEDICATED ROAD IN THE CITY OF BAKERSFIELD, CA. THE PROPERTY HAS INDIRECT b e WHICH MOVING, OTHER ACCESS TO CALIFORNIA AVE., BEING A PUBLICLY DEDICATED ROAD THE CITY OF THINGS PROVIDES : (AS SET FORTH THEREIN) BAKERSFIELD. VEHICULAR ACCESS ONTO THE SUBJECT PROPERTY IS PROVIDED BY WAY OF CALIFORNIA AVENUE VIA A DRIVEWAY LOCATED NORTHEAST OF THE SUBJECT [NO PLOTTABLE EASEMENTS] PROPERTY. 12. MATTERS AS CONTAINED OR REFERRED TO IN AN INSTRUMENT, S. THE PROPERTY ADDRESS IS 4025 CALIFORNIA AVE., BAKERSFIELD, CALIFORNIA. ( V \ 'U ENTITLED : GRANT DEED AND OPTION TO PURCHASE EXECUTED BY : CROWN HILLWOOD BAKERSFIELD, L.P., A CAUFORNIA 9. THERE ARE A TOTAL OF 20 REGULAR PARKING STALLS ON THE SUBJECT PROPERTY. c L-IMITED PARTNERSHIP AND FFCA ACQUISITION ADDITIONAL PARKING IS PROVIDED OUTSIDE OF THE SUBJECT PROPERTY PER PARCEL \ H y\\ CORPORATION, A DELAWARE CORPORATION B OF THE PTR... RECORDED : MARCH 31, 1999 IN OFFICIAL RECORDS UNDER RECORDER'S SERIAL NUMBER 0199046451 10, THERE ARE NO PROPOSED CHANGES IN STREET RIGHT OF WAY LINES OR ANY WHICH AMONG OTHER EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS OBSERVED IN THINGS PROVIDES : (AS SET FORTH THEREIN) THE PROCESS OF CONDUCTING THE FIELDWORK. \ 13. AN UNRECORDED LEASE UPON THE TERMS, COVENANTS, AND CONDITIONS CONTAINED OR a.Syq,V ZONING REFERRED TO THEREIN, JMQ \\ LESSON : FFCA ACQUISITION CORPORATION, A DELAWARE ZONE: REGIONAL COMMERCIAL LAND USE ZONE (C-2) CORPORATION LESSEE : SM CORPORATION, A CALIFORNIA CORPORATION MINIMUM LOT AREA: NONE DISCLOSED BY : MEMORANDUM OF LEASE \ DATED : MARCH 31, 1999 MAXIMUM BUILDING HEIGHT: 90 FEET/6 STORIES RECORDED MARCH 31, 1999 IN OFFICIAL RECORDS UNDER RECORDER'S SERIAL NUMBER 0199046442 15 FEET IF 25 FEET MOM A RESIDENTIAL ZONE DI Iniw ) NOTE: THE PRESENT OWNERSHIP OF SAID LEASEHOLD O2 LEASEHOLDS AND OTHER NOT APPLICABLE IF 35 FEET FROM A L Iyca = >m le MATTERS AFFECTING THE INTEREST O THE LESSEE OR LESSEES ARE NOT SHOWN HEREIN, RESIDENTIAL ZONE [NO PLOTASLE EASEMENTS] MINIMUM FRONT YARD: 10 FEET 61flIP-.��-.T DAM --------1117Cz e 39464Rk,r li lil aXiC ,cv611 3B4@£C I g I 3 N S5 . I 305.3Y5 ", x5. 5 �--y-� 3L A .RIES ' I /SNL I 1 a OSCAPINft f I %` Y TAwH IJ 39xrtwrl n a �y ti Kky�x �I~---I9 qA eP 41y u 'i J95.5Ss I svn. Be 39-.9E xsuv "1 wp T 33. 39i 1 "s. 215 �'• [ 2R 'FJ � 395RK5 '6 x sa3Ts : e c 39666-6, =. rs AM 020-120--38-00 - y3' c� f L Yj� 4+ "3J JA`sl y t Syw .+FSBf 3� i Kis�x' PARCEL A (P.T.R.) SPH 14. WE FIND. NO OPEN DEEDS OF TRUST OF RECORD. PLEASE VERIFY BY INQUIRY OF ESCROW MINIMUM SIDE YARD: NOT REQUIRED IF ABUTTING A COMMERCIAL ZONE LEGENE--> PERSONNEL AND/OR AGENTS WHETHER OR NOT WE HAVE OVERLOOKED SOMETHING AND ADVISE THE TIME DEPARTMENT ACCORDINGLY PRIOR TO CLOSING. 10 FEET FOR CORNER LOT ON THE STREET SIDE -- BOUNDARY S - SOUTH [NO PLOTTABLE EASEMENTS] MINIMUM REAR YARD: NOT REQUIRED IF ABUTTING A COMMERCIAL ZONEW PROPERTY LINE N - NORTH - WEST - - - - - - - - - EASEMENT LINE E - EAST 15, ANY UNRECORDED AND SUBSISTING LEASES. [NO PLOTARALE EASEMENTS] FLOOR AREA RATIO: 0,5 IF BETWEEN 10,000-20,000 SQUARE FEET - - - - - - - - - SETBACK UNE SLY - SOUTHERLY - CENTERLINE WILY - NORTHERLY 16. TERMS AND CONDITIONS CONTAINED IN THE BYRON R. MEYER LIVING TRUST U/T/A DATED 9/22/11. AS DISCLOSED BY SOURCE: HTTPS://BAKERSFIELU.MUNICIPAL.CODES/CODE/17.24080 --------------------------CURB WILY - WESTERLY A GRANT DEED, RECORDED JULY 20, 2G12, AS INSTRUMENT E'LY - EASTERLY NO. 0212098759. OFFICIAL RECORDS. - - - - - - - - - CUTTER CL - CENTERUNE NOTE: THE REQUIREMENT THAT: FLQOp ZONE - - - --- - - - CONCRETE/ASPH LINE - - - - - - SIDEWALK TYP ARM - TYPICAL - ASSESSORS PARCEL NO. A COMPLETE COPY OF THE VTOGETHER PATH A STATEMENT THAT THE PROPERTY DESCRIBED ON THIS SURVEY UES WTHIN ZONE "X" OF THE FLOOD BUILDING PTR - PER PRELIMINARY TITLE REPORT REVOKED OROAEN7(S), THE TRUST HAS NOT BEEN RE D O OR OTHERWISE TERMINATED, BE FURNISHED FOR THIS INSURANCE RATE MAP IDENTIFIED AS COMMUNITY PANEL NO. 06037C2281E, BEARING AN EFFECTIVE DATE OF SEPTEMBER 26, 2008. CONC - CONCRETE CAMPANY'S REVIEW. PAINT STRIPING ASPH - ASPHALT ZONE "X" IS DEFINED AS AREAS DETERMINED TO BE OUTSIDE THE 0.25 ANNUAL CHANCE WALL OR - DOOR THE COMPANY RESERVES THE RIGHT TO MAKE OpOCEPTORS ANO/OR FLOODPLAIN. 0 0 0 0 o a o 0 ID PAD SO - STORM DRAIN REQUIREMENTS UPON REVIEW UP THE ABOVE. [NO PPLOTTTATA BLLEE EASEMENTS] 0 0 0 0 ' SN - SIGN 17. THE EFFECT, IF ANY. OF THE DEED: POLECY OF PFIEPARf�R - 1' CONTOUR 1' CONTOUR Y- DOL - TARO LIGHT -BOLLARD DATED JULY 19, 2012 FROM : BYRON R MEYER. AN UNMARRIED MAN (GRANTOR) AS A MATTER OF POLICY, ONLY OFFICIALLY RELEASED COPIES OF THIS SURVEY HAVE A "WET uee .Jae ELECTRICAL. GET - CATCH BASIN OP OF CURB TO : BYRON R MEYER, AS TRUSTEE OF THE R. SIGNATURE ALONG WITH THE RELEASE/REVISION DATE(S) SHOWN, ANY _„__ FS -FINISHED SURFACE MEYER LIVING TRUST DATED 2/11 MODIFICATIONS, UPDATES, OR REVISIONS WITH THEIR EFFECTIVE RELEASE DATES WILL BESEWER O"TC - 0" CURB FACE RECORDED JULY 213, 2012, AS INSTRUMENT N0. 0212098759 STRUM 02209 SHOWN THEREON. ANY PARTIES REQUIRING INFORMATION WHICH MAY BE DERIVED FROM ^' -� -- «--- WATER FL - FLOWUNE THIS SURVEY AFTER THE INITIAL RELEASE DATE ARE ADVISED TO CONTACT THE OFFICE OF - STORM DRAIN YL - TARD EIGHT [NO PLOTTABLE EASEMENTS] THE PREPARER TO INQUIRE ON THE PRESENT STATUS OF THE SURVEY AND IF LATER - EDGE GUTTER VERSIONS HAVE BEEN RELEASED. COPIES OF THIS SURVEY LACKING THE HEREIN ABOVE rd COMMUNICATIONS 18. THE EFFECT, IF ANY, OF THE DEED: MENTIONED SIGNATURE ARE TO BE CONSIDERED NON NOR OFFICIALLY RELEASED VERSIONS ® VALVE HH n - HEG OE - TRRAFFICAFFIC SIGNAL FATED : DECEMBER 17, 2012 OF THIS SURVEY E5 ICV ICV VALVE SL - STREET LIGHT FROM SHELDOLI R. MEYER AS TRUSTEE OF THE R. UTILITY NOTE WCR - WHEELCHAIR RAMP MEYER LIVING TRUST U/T/A GATED 9/22(Si DAT 11 Fj MANHOLE BFP - BACK FLOW PREVENTOR (GRANTOR) UTILITIES ON SITE ARE SHOWN PER A FIELD SURVEY PERFORMED UNDER MY DIRECT DOLLARD WT - WATER TO : 4025 CALIFORNIA STREET LLC SUPERVISION DURING DECEMBER OF THIS SURVEY ODES NOT CONSTITUTE A YARD LIGHT W/GONG BASE MTR - METER RECORDED : JANUARY 11, 2013, AS INSTRUMENT NO 02130046/3 EY O COMPLETE "AS -CONSTRUCTED" SURVEY OF ALL UTILITIES, ALL ABOVE GROUND VISIBLE VLV -VALVE [NO PLOTTABLE EASEMENTS] 5 OR REASONABLY DISCOVERABLE IMPROVEMENTS, WITHIN 5 FEET OF THE PROPERTY TS PB - TRAFFIC SIGNAL - PULLBOX UNE'>. ARE SHOWN HEREON. EXISTING TREE COMM - COMMUNICATIONS 19. THE EFFECT, IF ANY, O THE GEED: DUSTING PALM TREE SL -STREET LIGHT DATED : MARCH 19, 2013 SURVEYOR'S Cf=FITiFICATE _yam 4 DWY - DRIVEWAY FROM SHELDON R. MEYER, AS TRUSTEE OF THE BYRON R.p�Y4 ICV - IRRIGATION CONTROL VALVE MEYER LIVING TRUST U/T/A DATED 9/22/11 1 HEREBY CERTIFY TO RAISING CANE'S RESTAURANTS, LLC, AND OLD REPUBLIC TIME T HANDICAP PARKING STALL DOC - DOUBLE DETECTOR CHECK (GRANTOR) COMPANY -0-- SIGN VALVE TO : 4025 CALIFORNIA AVENUE LLC PG&E - PACIFIC GAS AND ELECTRIC RECORDED : MAY B. 2013, AS INSTRUMENT NO. 0213064179 THI5 IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED O'_- _-'-_ ` STREET LIGHT VLT - VAULT WERE MADE IN ACCORDANCE WIN THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS e IS TRAFFIC SIGNAL VALVE- VALVE [NO PLOTTABLE EASEMENTS] FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND,�-�{ ,, IS TRAFFIC SIGNAL W/ARM CO SWR - CLEANOUT - SEWER HSPS. AND INCLUDES ITEMS 2, 3, 4, 5, 7(A)(Bx1), 8, 9, 100), 11. 13, 14. 17, AND 19 '- }..d 20. THE REQUIREMENT THAT THIS COMPANY BE PROVIDED NTH EVIDENCE REGARDING THE ZOE TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON DECEMBER 12, 2018. FIRE WATER STRUCTURE RIM - RIM ELEVATION STATUS OF BYRON R. MEYER. [NO PLOTTABLE EASEMENTS] �✓�®° LID - UD ELEVATION jam^`,. rj51 LAC,SU �' BACKFLOW PREVENTOR INV CO.B. - INVERT ELEVATION - CITY OF BAKERSFIELD PETER ® REGULAR PARKING STALL COUNT o #- Jan OB 2010 EDWARD "A PETER E. MJLBACHER. PLS 6403 DATE: WERBACHER EXPIRES 06-30-20 Op. O6/JP/�O/zo f No. 8105 NOT TO SCALE FOR REFERENCE ONLY 4� ml PARCEL B (P. T.R.) G \\ �41 39SyBl sez Y0a I---N�--. - - APN 02042Q-39-00 I. o �IJlClhs 9,q PARCEL B (P.W NOTE ES ;• SEE SHEET 2 FOR BOUNDARY ESTABLISHMENT,yA�o \ EASEMENT LAYOUT, AND SURVEYOR'S NOTES ` ^A` /scl VICINITY MAP NOT TO 60ALE ISSUEDATE DESCRIPTION ENGINEERS SEAL 0 � IJ�i ��HT NC Kimiey>» Horn , o DIAL TWO'WORKING DRAWN BY O` e 765 THE CITY DRIVE, SUITE 200 A BEFORE DAYS BEFORE JP <0 ORANGE, ORANGE, CA 0392868 YOU DIG 1N YOU DIG CHECKED BY PREPARED E DIRECT SUPERVISION OF. TOLL FREE 1-8130-2v-2600 TH !�, 4025 CALIFORNIA AVE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DATE: 611-71;201.q BAKERSFIELD, CA 93309 RECOMMENDED JOHN POLLO .GE- NO. 86160 FXP- 12/31/20 CITY OF BAKERSFIELD EXISTING CONDITIONS CITY RECORDS NO. C1.1 s R a 0 c 0 a cv w G N i V) c 0 CONSTRUCTION NOTES 1. ANY DI90RISPiOYt rS GIM FIRE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. a2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN 'i IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION v TO PAY FOR A RELATED CHANGE ORDER. r3. THE CONTRACTOR AND SUBCONTRACTORS SHOULD BE FAMILIAR WITH ALL STATE AND LOCAL REQUIREMENTS RELATED TO SITE CONSTRUCTION ACTIVITIES PRIOR TO COMMENCING WORK. ALL WORK SHALL CONFORM AS APPLICABLE TO THESE GOVERNING STANDARDS AND SPECIFICATIONS. a'4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL ➢5. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY, FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABIUTY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME ° IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. v6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. AN APPROXIMATE LIST OF THE UTIUTY COMPANIES VMICH THE CONTRACTOR MUa CALL BEFORE COMMENCING WORK IS PROVIDED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS. THIS LIST SERVES AS A GUIDE ONLY AND IS NOT INTENDED TO LIMIT THE UTILITY COMPANIES WHICH THE CONTRACTOR MAY WISH TO NOTIFY. ° 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REWIRED PRIOR TO CONSTRUCTION. 28. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL = CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 39. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REWIRED TEST RESULTS ARE TO BE SENT TO - THE OWNER AND DESIGN ENGINEER OF RECORD DIRECTLY FROM THE TESTING AGENCY. -.10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO THE ENGINEER A CERTIFIED RECORD 9SNUFLW %f NED 2MD1 SEALED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF CALIFORNIA DEPICTING THE ACTUAL FIELD LOCATION OF ALL CONSTRUCTED IMPROVEMENTS THAT ARE REQUIRED BY THE JURISDICTIONAL AGENCIES FOR THE CERTIFICATION PROCESS. ALL SURVEY COSTS WILL BE THE CONTRACTORS RESPONSIBILITY. E11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS -BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE o CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS -BUILT DRAWINGS TO THE _ OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS -BUILT DATA SHALL BE COLLECTED BY A STATE OF CALIFORNIA PROFESSIONAL LAND SURVEYOR WHOSE a SERVICES ARE ENGAGED BY THE CONTRACTOR. g12. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REWIRED. $13. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE E APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 914. ANY EXISTING UTILITY, WHICH IS TO BE EXTENDED, WHICH IS THE CONNECTION POINT FOR NEW UNDERGROUND UTILITIES, OR WHICH NEW FACILITIES CROSS, SHALL BE EXPOSED BY THE CONTRACTOR PRIOR TO PLACEMENT OF THE NEW UTILITIES. COST OF SUCH EXCAVATION AND SUBSEQUENT BACKFILL SHALL BE INCLUDED IN THE PRICES PAID FOR THE VARIOUS ITEMS OF WORK. THE ELEVATIONS AND LOCATIONS OF THE EXISTING FACILITIES WILL BE CHECKED BY THE PUBLIC WORKS INSPECTOR AND THE ENGINEER. IF IN THE OPINION OF THE INSPECTOR A CONFLICT EXISTS, THEN THE ENGINEER SHALL MAKE ANY NEEDED GRADE AND/ OR ALIGNMENT ADJUSTMENTS AND REVISE THE PLANS ACCORDINGLY. ALL GRAVITY FLOW PIPEUNES TO BE LAID UPGRADE FROM THE LOWEST POINT STARTING AT THE END OF EXISTING IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 24 HOURS PRIOR TO BACKFILLING OF ANY PIPE WHICH STUBS TO A FUTURE PHASE OF CONSTRUCTION FOR INVERT VERIFICATION. TOLERANCE SHALL BE IN ACCORDANCE WITH CITY STANDARD SPECIFICATIONS. Y DIAL TOLL FREE "IftNISOVI-80 A PUBLIC SERVICE BY UNDERGROUND SERVICE At EROSION CONTROL NOTES PAVING, GRADING AND DRAINAGE NOTES 1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP-) IS COMPRISED OF THIS EROSION 1. ALL PAVING. CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SOIL COMPACTION TEST D1557. CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN SHAH BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST A SEPARATE UTILITY RECORD DRAWING, BOTH PREPARED BY A CALIFORNIA REGISTERED SURVEYOR. SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED FIELD DENSITY WILL BE DETERMINED BY THE SAND -CONE METHOD A.S.T.M. 1556-07 AND/OR EDITION) OR CALTRANS SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY DOCUMENTS. OF THE SAME NAME. LOCAL OR COUNTY REGULATIONS. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION 2. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF SAND -CONE METHOD. THE METHOD OF DETERMINING FIELD DENSITY SHALL BE SHOWN IN THE REGRADED AND REPAIRED TO EXISTING CONDITION OR BETTER. CALIFORNIA NATIONAL POLLUTANT DISCHARGE EUMINATION SYSTEM GENERAL PERMIT (NPDES AND APPROVED IN ADVANCE BY THE BUILDING OFFICIAL. PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3. TRAFFIC CONTROL ON ALL CALTRANS, LOCAL AND COUNTY RIGHTS-OF-WAY SHALL MEET THE CONTRACTOR SHALL PROVIDE THE NECESSARY ITEMS INCLUDING ANY TESTING, REPORTS, OR 3. NOT LESS THAN ONE FIELD DENSITY TEST WILL BE MADE FOR EACH TWO -FOOT VERTICAL LIFT OF REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE 3. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. CLOSEOUT THE PROJECT BEFORE IT CAN BE DEEMED COMPLETE. REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. IN THE EVENT UNLESS OTHERWISE RECOMMENDED BY THE SOILS ENGINEER. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS 4. THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AT NO ADDITIONAL COST TO THE OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. INSTALLATION OF SUBDRAINS (IF ANY) HAS BEEN INSPECTED AND APPROVED BY THE SOILS AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 4. BEST MANAGEMENT PRACTICES (BMWS) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR 4. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL REGRADE NO ROCK OR SIMILAR MATERIAL GREATER THAN W IN DIAMETER WILL BE PLACED IN THE FILL LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPUCABLE. THE CONTRACTOR SHALL WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL AN ADEQUATE STABILIZATION IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. IN ADVANCE AND APPROVED BY THE BUILDING OFFICIAL. OCCURS. 5. EROSION CONTROL PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY 5. ALL OPEN AREAS WITHIN THE PROJECT SITE SHALL BE COVERED WITH ROCK UNLESS INDICATED SEE CIVIL COVER SHEET FOR EARTHWORK VOLUMES. CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED 8. OTHERWISE ON THE LANDSCAPE PLAN. ON SITE AT ALL TIMES. PRIOR TO THE ISSUANCE OF BUILDING PERMITS, SUBMIT A SOIL'S ENGINEER REPORT ON THE EXPANSIVE PROPERTIES OF SOIL AS SUCH SOILS ARE DEFINED BY THE BUILDING CODE, SECTION 6. ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL 6. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED 10. PAVEMENT SECTIONS AS INDICATED ON THE DRAWINGS. BY THE GENERAL PERMIT, SURFACE. ONE TEST WILL BE MADE FOR EACH 1,000 SQ. FT. OF SLOPE SURFACE, BUT NOT LESS THAN ONE TEST FOR EACH 10 FT, VERTICAL OF SLOPE HEIGHT UNLESS OTHERWISE RECOMMENDED 7. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR 7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH 11. SHALL SAW CUT A MINIMUM 2" DEEP FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING DESIGNED DRAINAGE OUTLET. PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES 8. WHERE NEW PAVEMENT MEETS THE EXISTING PAVEMENT, THE CONTRACTOR SHALL SAW CUT THE 8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE EXISTING PAVEMENT A MINIMUM 2" DEEP FOR A SMOOTH AND STRAIGHT JOINT AND MATCH THE DETAINED AND PROPERLY TREATED OR DISPOSED. EXISTING PAVEMENT ELEVATION WITH THE PROPOSED PAVEMENT UNLESS OTHERWISE INDICATED. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED 9. THE CONTRACTOR SHALL INSTALL FILTER FABRIC OVER ALL DRAINAGE STRUCTURES FOR THE ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL LEAKS. DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS 10. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. PROHIBITED. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11. RUBBISH, TRASH, GARBAGE. LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE 11. STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS REQUIRED. IN SOME ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. CASES TOPSOIL MAY BE STOCKPILED ON SITE FOR PLACEMENT WITHIN LANDSCAPED AREAS BUT ONLY AS DIRECTED BY THE OWNER. 12. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. 12. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY. 13. STABILIZATION PRACTICES SHOULD BE INITIATED AS SOON AS PRACTICAL, BUT IN NO CASE MORE THAN 7 DAYS WHERE CONSTRUCTION HAS TEMPORARILY CEASED. 13. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE STABILIZED BY MEANS AND METHODS APPROVED BY THE LOCAL AGENCY. 14. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE SHALL BE STABILIZED. THESE AREAS SHALL BE STABILIZED NO LATER THAN 7 DAYS AFTER THE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS LAST CONSTRUCTION ACTIVITY OCCURRED IN THESE AREAS. WILL BE COVERED WITH ROCK OR MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 15. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT 14, ALL CUT OR FILL SLOPES SHALL BE 4 (HORIZONTAL) :1 (VERTICAL) OR FLATTER UNLESS SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED OTHERWISE SHOWN. BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER 16. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING INTO STORM DRAINS MUST BE REMOVED AS SOON AS POSSIBLE. REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND 16. THE CONTRACTOR SHALL TAKE ALL REQUIRED MEASURES TO CONTROL TURBIDITY, INCLUDING BUT ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN NOT LIMITED TO THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE CONJUNCTION WITH THE STABILIZATION OF THE SITE. POSSIBILITY OF TRANSFERRING SUSPENDED SOUDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS MUST BE MAINTAINED IN EFFECTIVE CONDITION AT 18. ON-SITE & OFF SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS. AT NO TIME SHALL THERE BE ANY BORROW AREA LOCATIONS SHALL NOTED THE EROSION CONTROL PLAN AND PERMITTED IN OFF-SITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS OF THE GOVERNING CODE. ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. T NTS. 17. EXPOSED SLOPES SHOULD BE STABILIZED WITHIN 48 HOURS OF GOMPLETNG FINAL GRADING, AND 19. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID RUNOFF VELOCITIES AND EROSION. DISCHARGES. 20. DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE 18. THE CONTRACTOR MUST REVIEW AND MAINTAIN A COPY OF THE REQUIRED PERMITS COMPLETE WITH RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT ALL CONDITIONS, ATTACHMENTS, EXHIBITS, AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THE EROSION. CONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY GOVERNING JURISDICTIONS. 21. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACK FILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR 19. THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE BITUMINOUS PAVING FOR ROAD CONSTRUCTION. NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 20 THE CONTRACTOR O TRAC SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S DEMOLITION NOTES RECOR 1. ALL MATERIAL REMOVED FROM THIS SITE BY THE CONTRACTOR SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER. 2. REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL DETAILS OF EXISTING STRUCTURES, ETC., LOCATED WITHIN THE PROJECT SITE. UNLESS OTHERWISE NOTED, ALL EXISTING BUILDINGS, STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS PILES, SIGNS, AND ALL APPURTENANCES ARE TO BE REMOVED FROM THE SITE BY THE CONTRACTOR AND PROPERLY DISPOSED OF IN A LEGAL MANNER AS PART OF THIS CONTRACT. SOME ITEMS TO BE REMOVED MAY NOT BE DEPICTED ON THE TOPOGRAPHIC SURVEY. REFER TO THE DEMOLITION PLAN FOR THE UMITS OF ASPHALT REMOVAL (THE EXISTING PARKING LOT IS TO REMAIN). IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND DETERMINE THE FULL EXTENT OF ITEMS TO BE REMOVED. IF ANY ITEMS ARE IN QUESTION, THE CONTRACTOR SHALL CONTACT THE OWNER PRIOR TO REMOVAL OF SAID ITEMS. 3. THE CONTRACTOR SHALL REFER TO THE DEMOLITION PLAN AND LANDSCAPE PLAN FOR DEMOUTION/PRESERVATION OF EXISTING TREES. ALL TREES NOT SPECIFICALLY SHOWN TO BE PRESERVED OR RELOCATED SHALL BE REMOVED AS A PART OF THIS CONTRACT. TREE PROTECTION FENCING SHALL BE INSTALLED AS NECESSARY PRIOR TO ANY DEMOLITION, 4. CONTRACTOR SHALL ADJUST GRADE OF ANY RIMS/COVERS TO THE FINISHED ELEVATIONS OF EXISTING UTILITIES TO REMAIN. WATER AND SEWER UTILITY NOTES 1. THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, CLEANOUTS, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2. ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. THE CONTRACTOR SHALL ALSO SCOPE THE SEWER UNES ON SITE AND RECORD A DVD. 3. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS, SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5. ALL PHASES OF INSTALLATION, INCLUDING UNLOADING, TRENCHING LAYING AND BACK FILLING, SHALL BE DONE IN A FIRST CLASS WORKMANUKE MANNER. ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6. WATER FOR FIRE FIGHTING SHALL BE AVAILABLE FOR USE PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8. UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF CALIFORNIA PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9. CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTIUTY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. `Nlil""Kb B JSS/ Kimle >>>Horn NC `QQ0FP' �/ DRAWN BY cP O<110 0 765 THE CITY DRIVE, SUITE 200 O ORANGE, CA 92868 JP 86160 7A (714)939-1030 CHECKED BY * ,a PREPAD E p .P DIREfiFnPER DON TH L OF CALITO ATEb17 RECOMMENDED JOHN P IIn RCF NnR1 BUILDING AND SAFETY DIVISION NOTES RECORD DRAWINGS 1. FILL TO BE COMPACTED TO NOT LESS THAN 90% OF MAXIMUM DENSITY AS DETERMINED BY A.S.T.M. 1. WHERE LOCAL JURISDICTIONS REQUIRE RECORD DRAWINGS, THE CONTRACTOR SHALL PROVIDE TO SOIL COMPACTION TEST D1557. THE ENGINEER AND OWNER COPIES OF A PAVING, GRADING AND DRAINAGE RECORD DRAWING AND A SEPARATE UTILITY RECORD DRAWING, BOTH PREPARED BY A CALIFORNIA REGISTERED SURVEYOR. 2. FIELD DENSITY WILL BE DETERMINED BY THE SAND -CONE METHOD A.S.T.M. 1556-07 AND/OR THE RECORD DRAWINGS SHALL VERIFY ALL DESIGN INFORMATION INCLUDED ON THE DESIGN PLANS NUCLEAR DENSITY GAUGE METHOD A.S.T.M. 2922/3017. IN FINE GRAINED, COHESIVE SOILS, FIELD OF THE SAME NAME. DENSITY MAY BE DETERMINED BY THE DRIVE -CYLINDER METHOD D2937 A.S.T.M. PROVIDED NOT LESS THAN 20% OF THE REQUIRED DENSITY TESTS, UNIFORMLY DISTRIBUTED, ARE BY THE SAND -CONE METHOD. THE METHOD OF DETERMINING FIELD DENSITY SHALL BE SHOWN IN THE PROJECT CLOSEOUT COMPACTION REPORT. OTHER METHODS MAY BE USED IF RECOMMENDED BY THE SOILS ENGINEER AND APPROVED IN ADVANCE BY THE BUILDING OFFICIAL. CONTRACTOR SHALL PROVIDE THE NECESSARY ITEMS INCLUDING ANY TESTING, REPORTS, OR 3. NOT LESS THAN ONE FIELD DENSITY TEST WILL BE MADE FOR EACH TWO -FOOT VERTICAL LIFT OF CERTIFICATION DOCUMENTS REQUIRED BY THE GOVERNING JURISDICTIONS TO PROPERLY FILL NOR LESS THAN ONE SUCH TEST FOR EACH 1,000 CUBIC YARDS OF MATERIAL PLACED CLOSEOUT THE PROJECT BEFORE IT CAN BE DEEMED COMPLETE. UNLESS OTHERWISE RECOMMENDED BY THE SOILS ENGINEER. 4. NO FILL TO BE PLACED UNTIL STRIPPING OF VEGETATION, REMOVAL OF UNSUITABLE SOILS AND INSTALLATION OF SUBDRAINS (IF ANY) HAS BEEN INSPECTED AND APPROVED BY THE SOILS ENGINEER. S. NO ROCK OR SIMILAR MATERIAL GREATER THAN W IN DIAMETER WILL BE PLACED IN THE FILL UNLESS RECOMMENDATIONS FOR SUCH PLACEMENT HAVE BEEN SUBMITTED BY THE SOILS ENGINEER IN ADVANCE AND APPROVED BY THE BUILDING OFFICIAL. 6. FINISH GRADING WILL BE COMPLETED AND APPROVED BEFORE OCCUPANCY OF BUILDINGS, 7. SEE CIVIL COVER SHEET FOR EARTHWORK VOLUMES. 8. FILL SLOPES SHALL NOT BE STEEPER THAN 2.1. 9. PRIOR TO THE ISSUANCE OF BUILDING PERMITS, SUBMIT A SOIL'S ENGINEER REPORT ON THE EXPANSIVE PROPERTIES OF SOIL AS SUCH SOILS ARE DEFINED BY THE BUILDING CODE, SECTION 2904(8) ON ALL BUILDING SITES IN THE PROPOSED SUBDIVISION. 10. DENSITY TESTS WILL BE MADE AT POINTS APPROXIMATELY ONE FOOT BELOW THE FILL SLOPE SURFACE. ONE TEST WILL BE MADE FOR EACH 1,000 SQ. FT. OF SLOPE SURFACE, BUT NOT LESS THAN ONE TEST FOR EACH 10 FT, VERTICAL OF SLOPE HEIGHT UNLESS OTHERWISE RECOMMENDED BY THE SOILS ENGINEER. 11. ALL PADS AT ROUGH GRADING WILL HAVE A MINIMUM SLOPE OF 1 % TOWARDS THE STREET OR DESIGNED DRAINAGE OUTLET. 12. ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE POURING. 13. APPROVAL OF THIS PLAN BY THE LOCAL AGENCY DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBIUTY FOR THE PROTECTION OF ALL UTILITIES WITHIN THE LIMITS OF THIS PROJECT. 14. FILLS SHALL BE BENCHED IN ACCORDANCE WITH APPROVED GEOTECHNICAL REPORT 15. ALL TRENCH BACKFILLS SHALL BE TESTED AND CERTIFIED BY THE SITE SOILS ENGINEER PER THE GRADING CODE. 16, SUBDRAIN OUTLETS SHALL BE COMPLETED AT THE BEGINNING OF THE SUBDRAIN CONSTRUCTION. 17. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 18. ALL WT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY SLOPE STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEND NECESSARY TREATMENT TO THE BUILDING OFFICIAL FOR APPROVAL. 19. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES 15 DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL SUBMIT DESIGN, LOCATION AND CALCULATIONS TO THE BUILDING OFFICIAL PRIOR TO CONSTRUCTIOP THE ENGINEERING GEOLOGIST AND SOILS ENGINEER WILL INSPECT AND CONTROL THE CONSTRUCTI01 OF THE BUTTRESSING AND CERTIFY TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 20. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL PERFORM SUFFICIENT INSPECTIONS AND BE AVAILABLE DURING GRADING AND CONSTRUCTION TO PROVIDE CONSULTATION CONCERNING COMPLIANCE WITH THE PLANS. SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 21. THE DESIGN CIVIL ENGINEER SHALL BE AVAILABLE DURING GRADING AND CONSTRUCTION FOR CONSULTATION CONCERNING COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THIS PURVIEW. 22, DUST SHALL BE CONTROLLED BY WATERING. 23. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE. 24. THE LOCATION AND PROTECTION OF ALL U11UTIES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 25. THE CUT PORTION OF CUT/FILL TRANSITION LOTS SHOULD BE OVEREXCAVATED 36" AND BE REPLACED WITH COMPACTED FILL TO A MINIMUM RELATIVE COMPACTION OF 90% UNLESS OTHERWISE REGOMMENED BY THE SOILS ENGINEER. CITY OF BAKERSFIELD NOTES 1. ALL GRADING SHALL CONFORM WITH APPENDIX J OF THE CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THEREOF AND PRELIMINARY SOILS REPORT BY TERRACON CONSULTANTS, INC. DATED MARCH 14, 2019. 2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICtENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORT, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 3. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX J OF THE CALIFORNIA BUILDING CODE. 4. 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. 5. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ SUBDIVIDER/ CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 6. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIG HT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITH IN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 7. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4 1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2% ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. B. 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 9. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (811) UNDER 1 ACRE SITE 10. IF THE PROJECT 15 SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPUANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS I 'Oucnr[�S 4025 CALIFORNIA AVE BAKERSFIELD, CA 93309 CITY OF BAKERSFIELD GENERAL NOTES CITY RECORDS NO. C2.0 cel T CALIFORNIA AVENUE CONTRACTOR TO ENSURE EROSION CONTROL EFFORTS DO NOT INTERFERE WITH EXISTING STREET LIGHT OPERATION. uer-- O O a f U Ift `, i CONTRACTOR TO MAINTAIN PEDESTRIAN ..�`._ ACCESS AT ALL TIMES DURING i II/ SITE IMPROVEMENTS. I I 12 i f l f 14 4 1 6 n 12 �• CONTRACTOR TO MAINTAIN PEDESTRIAN—/ ACCESS AT ALL TIMES DURING SITE IMPROVEMENTS. :.--L ------ > — Q — A i CONTRACTOR TO MAINTAIN VEHICULAR ACCESS AT ALL TIMES DURING SITE IMPROVEMENTS. COORDINATE ACCESS PLAN WITH SHOPPING CENTER TENANTS. f CONSTRUCTION ENTRANCE/EXIT CONTRACTOR TO MAINTAIN } VEHICULAR ACCESS AT ALL TIMES DURING SITE IMPROVEMENTS. COORDINATE ACCESS PLAN WITH ..-^J SHOPPING CENTER TENANTS. LV0AT ®a@ WAT M0AV •�, WWI LOAN VOALVATAVA ITAVAI f CONTRACTOR TO MAINTAIN VEHICULAR ACCESS AT ALL TIMES - DURING SITE IMPROVEMENTS. COORDINATE ACCESS PLAN WITH SHOPPING CENTER TENANTS. V 7 e CONTRACTOR TO MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES DURING SITE IMPROVEMENTS. ISSUE DATE DESCRIPTION R ENGINEERS SEAL NCFOFEPKimley)))Horn HO WORKING DRAWN BY h � �O�?c 765 THE CITY DRIVE, SUITE 200 AYS BEFOREJIJ w n m ORANGE, CA 92868 YOU DIG 8616D F a (714) 939-1030 CHECKED BY * * PREPARE VE DIRECT SUPERVISION OR I-227-2600 TH IV11. DATE: 6/17 ERT \�F CA k RECOMMENDED JOHN PO R.C.E. NO. 86160 EXP. 1 LEGEND CENTER LINE — — — — PROPERTY LINE — — — — — EASEMENT LINE ® APPROXIMATE CIVIL LIMIT OF WORK LINE <DC 000 FlLTEXX SILTSOXX OR APPROVED EQUAL ---X CONSTRUCTION FENCE WITH GREEN SCREEN SD EXISTING STORM DRAIN LINES INLET PROTECTION II CONSTRUCTION ENTRANCE STOCKPILE AREA SANITARY AREA. TRASH STORAGE, HAZARDOUS MATERIAL, CONCRETE MANAGEMENT, VEHICLE MAINTENANCE AND EQUIPMENT STORAGE AREA MATERIAL STORAGE AND DELIVERY = DIRECTION OF FLOW GENERAL EROSION CONTROL NOTES 1. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES OR WIND. 2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. 3. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND MUST NOT CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. 4. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. 5. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 6. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR ANY OTHER MEANS. 7. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER. 8. STORM WATER POLLUTION CONTROL REQUIREMENTS MUST BE INTEGRATED ONTO THE EROSION CONTROL PLANS FOR ANY CONSTRUCTION BETWEEN OCTOBER 1 AND APRIL 15. THE FOLLOWING NOTES AND BMP'S AS OUTLINED IN, BUT NOT LIMITED TO, THE BEST MANAGEMENT PRACTICE HANDBOOK, CALIFORNIA STORM WATER QUALITY TASK FORCE. SACRAMENTO, CALIFORNIA 1993, OR THE LATEST REVISED EDITION MAY APPLY DURING THE CONSTRUCTION OF PROJECT ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY TTY INSPECTIONS). 9. TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE PLAN WHICH INTERFERE WITH THE WORK SHALL BE RELOCATED OR MODIFIED AS AND WHEN THE CONTRACTOR AND/OR THE INSPECTOR SO DIRECTS AS THE WORK PROGRESSES. 10. ALL STANDARDS REFERENCED FROM 2009 CASQA CONSTRUCTION BMP BOOK. MAINTENANCE NOTES ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES MAY BE CHECKED BY A QUALIFIED PERSON ON A SCHEDULE THAT MEETS OR EXCEEDS THE GOVERNING REQUIREMENTS, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 2. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED, SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE—HALF THE HEIGHT OF THE SILT FENCE. 3. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS—OF—WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 4. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 5. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER. m___ 4025 CALIFORNIA AVE BAKERSFIELD, CA 93309 BMP NOTES THE FOLLOWING BMPS AS OUTLINED IN, BUT NOT LIMITED TO, THE CALIFORNIA STORMWATER BMP HANDBOOK DATED zl THE LATEST REVISED EDITION, MAY APPLY DURING THE CONSTRUCTION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED AS NEEDED: 0 EC -2, PRESERVATION OF EXISTING VEGETATION WM-5, WE -1, WIND EROSION CONTROL NS -1, WATER CONSERVATION PRACTICES WM-6, NS -3, PAVING AND GRINDING OPERATIONS NS -7, POTABLE WATER/IRRIGATION WM-8, o _ NS -13, CONCRETE FINISHING -5, WM-4, SPILL PREVENTION AND CONTROL EQUAL. WM-7, CONTAMINATED SOIL MANAGEMENT REFER WM-9, SANITARY/SEPTIC WASTE MANAGEMENT WM-10, LIQUID WASTE MANAGEMENT SE -10, SE -7, STREET SWEEPING AND VACUUMING BRIGADE 0 INLET GUARD AT CURB INLETS OR APPROVED EQUAL. ®TR -1, DH REFER TO DETAIL 1, SHEET C3.1. OTR DIAL ENTRANCE/OUTLET TIRE WASH; REFER TO DETAIL 2, BEFORE C3.1. YOU DIG NS -10, VEHICLE AND EQUIPMENT MAINTENANCE. TOLL FREE 11 SD -32, A T CALIFORNIA AVENUE CONTRACTOR TO ENSURE EROSION CONTROL EFFORTS DO NOT INTERFERE WITH EXISTING STREET LIGHT OPERATION. uer-- O O a f U Ift `, i CONTRACTOR TO MAINTAIN PEDESTRIAN ..�`._ ACCESS AT ALL TIMES DURING i II/ SITE IMPROVEMENTS. I I 12 i f l f 14 4 1 6 n 12 �• CONTRACTOR TO MAINTAIN PEDESTRIAN—/ ACCESS AT ALL TIMES DURING SITE IMPROVEMENTS. :.--L ------ > — Q — A i CONTRACTOR TO MAINTAIN VEHICULAR ACCESS AT ALL TIMES DURING SITE IMPROVEMENTS. COORDINATE ACCESS PLAN WITH SHOPPING CENTER TENANTS. f CONSTRUCTION ENTRANCE/EXIT CONTRACTOR TO MAINTAIN } VEHICULAR ACCESS AT ALL TIMES DURING SITE IMPROVEMENTS. COORDINATE ACCESS PLAN WITH ..-^J SHOPPING CENTER TENANTS. LV0AT ®a@ WAT M0AV •�, WWI LOAN VOALVATAVA ITAVAI f CONTRACTOR TO MAINTAIN VEHICULAR ACCESS AT ALL TIMES - DURING SITE IMPROVEMENTS. COORDINATE ACCESS PLAN WITH SHOPPING CENTER TENANTS. V 7 e CONTRACTOR TO MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES DURING SITE IMPROVEMENTS. ISSUE DATE DESCRIPTION R ENGINEERS SEAL NCFOFEPKimley)))Horn HO WORKING DRAWN BY h � �O�?c 765 THE CITY DRIVE, SUITE 200 AYS BEFOREJIJ w n m ORANGE, CA 92868 YOU DIG 8616D F a (714) 939-1030 CHECKED BY * * PREPARE VE DIRECT SUPERVISION OR I-227-2600 TH IV11. DATE: 6/17 ERT \�F CA k RECOMMENDED JOHN PO R.C.E. NO. 86160 EXP. 1 LEGEND CENTER LINE — — — — PROPERTY LINE — — — — — EASEMENT LINE ® APPROXIMATE CIVIL LIMIT OF WORK LINE <DC 000 FlLTEXX SILTSOXX OR APPROVED EQUAL ---X CONSTRUCTION FENCE WITH GREEN SCREEN SD EXISTING STORM DRAIN LINES INLET PROTECTION II CONSTRUCTION ENTRANCE STOCKPILE AREA SANITARY AREA. TRASH STORAGE, HAZARDOUS MATERIAL, CONCRETE MANAGEMENT, VEHICLE MAINTENANCE AND EQUIPMENT STORAGE AREA MATERIAL STORAGE AND DELIVERY = DIRECTION OF FLOW GENERAL EROSION CONTROL NOTES 1. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES OR WIND. 2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. 3. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND MUST NOT CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. 4. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. 5. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 6. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR ANY OTHER MEANS. 7. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER. 8. STORM WATER POLLUTION CONTROL REQUIREMENTS MUST BE INTEGRATED ONTO THE EROSION CONTROL PLANS FOR ANY CONSTRUCTION BETWEEN OCTOBER 1 AND APRIL 15. THE FOLLOWING NOTES AND BMP'S AS OUTLINED IN, BUT NOT LIMITED TO, THE BEST MANAGEMENT PRACTICE HANDBOOK, CALIFORNIA STORM WATER QUALITY TASK FORCE. SACRAMENTO, CALIFORNIA 1993, OR THE LATEST REVISED EDITION MAY APPLY DURING THE CONSTRUCTION OF PROJECT ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY TTY INSPECTIONS). 9. TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE PLAN WHICH INTERFERE WITH THE WORK SHALL BE RELOCATED OR MODIFIED AS AND WHEN THE CONTRACTOR AND/OR THE INSPECTOR SO DIRECTS AS THE WORK PROGRESSES. 10. ALL STANDARDS REFERENCED FROM 2009 CASQA CONSTRUCTION BMP BOOK. MAINTENANCE NOTES ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES MAY BE CHECKED BY A QUALIFIED PERSON ON A SCHEDULE THAT MEETS OR EXCEEDS THE GOVERNING REQUIREMENTS, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 2. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED, SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE—HALF THE HEIGHT OF THE SILT FENCE. 3. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS—OF—WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 4. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 5. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER. m___ 4025 CALIFORNIA AVE BAKERSFIELD, CA 93309 BMP NOTES THE FOLLOWING BMPS AS OUTLINED IN, BUT NOT LIMITED TO, THE CALIFORNIA STORMWATER BMP HANDBOOK DATED NOVEMBER 2015, OR THE LATEST REVISED EDITION, MAY APPLY DURING THE CONSTRUCTION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED AS NEEDED: EC -1, SCHEDULING EC -2, PRESERVATION OF EXISTING VEGETATION WM-5, WE -1, WIND EROSION CONTROL NS -1, WATER CONSERVATION PRACTICES WM-6, NS -3, PAVING AND GRINDING OPERATIONS NS -7, POTABLE WATER/IRRIGATION WM-8, NS -12, CONCRETE CURING NS -13, CONCRETE FINISHING -5, WM-4, SPILL PREVENTION AND CONTROL EQUAL. WM-7, CONTAMINATED SOIL MANAGEMENT REFER WM-9, SANITARY/SEPTIC WASTE MANAGEMENT WM-10, LIQUID WASTE MANAGEMENT SE -10, SE -7, STREET SWEEPING AND VACUUMING BRIGADE CONTRACTOR RESPONSIBLE FOR TRAFFIC CONTROL AND PEDESTRIAN CONTROL WHILE PERFORMING WORK IN THE PUBLIC RIGHT—OF—WAY. SITE PREPARATION SHOULD BE IN ACCORDANCE WITH GEOTECHNICAL INVESTIGATION CONTRACTOR TO USE BEST MANAGEMENT PRACTICES TO ENSURE COMPLIANCE WITH NPDES AND WATER MANAGEMENT DISTRICT REGULATIONS FOR S70RMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES AND DEWATERING OPERATIONS. EROSION CONTROL NOTES ( WM-1, MATERIAL DELIVERY AND STORAGE. O WM-3, STOCKPILE MANAGEMENT, CONTRACTOR TO SET UP STOCKPILE AREA. 3O WM-5, SANITARY AREA. < WM-6, HAZARDOUS WASTE MANAGEMENT. 5O WM-8, CONCRETE WASTE MANAGEMENT. ©SE -5, INSTALL FILTREXX SILTSOXX OR APPROVED EQUAL. REFER TO SHEET C3.1 FOR MORE INFORMATION. O SE -10, STORM DRAIN INLET PROTECTION. INSTALL BRIGADE INLET FILTER AT ALL DROP INLETS AND ERTEC CURB INLET GUARD AT CURB INLETS OR APPROVED EQUAL. ®TR -1, STABILIZED CONSTRUCTION ENTRANCE/EXIT; REFER TO DETAIL 1, SHEET C3.1. OTR -3, ENTRANCE/OUTLET TIRE WASH; REFER TO DETAIL 2, SHEET C3.1. 10 NS -10, VEHICLE AND EQUIPMENT MAINTENANCE. 11 SD -32, TRASH STORAGE AREA. 12 SE -7, VACUUM SWEEPING OF ADJACENT STREETS, 13 WE -1, WIND EROSION CONTROL 14 CONSTRUCTION FENCE WITH GREEN SCREEN. SEQUENCE OF CONSTRUCTION UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA—POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. PHASE 1: 1. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1) AND CHAIN LINK FENCE WITH GREEN SCREEN AND THEN FILTREXX SILTSOXX OR APPROVED EQUAL WHERE SHOWN ON PLAN. 2. INSTALL INLET PROTECTION AT EXISTING INLET(S). 3. PREPARE CLEARING AND GRUBBING OF THE SITE, IF APPLICABLE. PHASE 2: 4. PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 5. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 6. TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE OR AS REQUIRED BY GENERIC PERMIT. — yNORTH GRAPHIC SCALE IN FEET 0 10 20 40 1" = 20" WHEN PRINTED AT FULL SIZE (24" X 36") CITY RECORDS NO. CITY OF BAKERSFIELD EROSION CONTROL C3.0 PLAN A 0 U O c I 1 c� DIAL BEFORE "`POO T71G TOLL FREE AI BY DATE I DESCRIPTION D C 0 Pavement or Impervious Surface .1 y*T;TRTy1 SECTION m WATER FLOW iomTM K", 12", or 18" TYPICAL) mrete blocks or sand bags sized as needed (I V O.C.) AREA TO BE PROTECTED blocks or sand bags sized as needed (10' O G) AREA TO BE PROTECTED 7— SiltSoxxTM (8',12'. 18" TYPICAL) WORK AREA P40 NOTES: 1. ALL MATERIAL TO MEET SPECIFICATIONS. 2. FILTER MEDIA TO MEET APPLICATION REQUIREMENTS. 3. FILTER MEDIA TO BE DISPERSED ON SITE, AS DETERMINED BY PLAN WS ENGINEER. SiltSoxxTM for Sediment Control on Pavement NTS 8 7 FILTREXXO SILT SOXXT"' WORK AREA NOTES: 1. ALL MATERIAL 2. SILT SOXXTm Flt 3. COMPOST MP SECTION VIEW 2" HEADWIDTH WOODEN STAKESPLACED 10' ON CENTER /— FILTREXX@ SILT SOXXTm (S', 8", 4", OR 17TYPICAL( AREA TO BE PROTECTED 6 4 3 2 FILTREXX® PYRAMID STAKING DETAIL (21 7'x2N48+" HARDWOOD STAKES, WRAPPED TOGETHER WITH 16 GUAGE WIRE, 10' O.C. 2"x2"x36" HARDWOOD STAKE, I Y O.C., STARTING S FROM ANGLED STAKES, COMPOST SOCK CONNECTION/ATTACHMENT DETAIL; STAKE i ALTERNATE STAKING OPTION �. DRAWN BY JP CHECKED BY TH RECOMMENDED 4 ENGINEERS SEAL 86160 3 Kimley)>> Horn 765 THE CITY DRIVE, SUITE 200 ORANGE, CA 92868 (714)939-1030 'ARED WE DIRECT SUPERVISION OF: DATE: 6/17 V POLLffA R.C.E. NO. 66160 Exp -.1 D A STEEL PLATE WITH UNDULATIONS TO REMOVE SEDIMENT FROM TIRES 6' STEEL PLATE DETAIL 4025 CALIFORNIA AVE BAKERSFIELD, CA 93309 3"-6" DIAMETER AGGREGATE BASE FILTER NOTES (-2 TIRE WASH RACK PER DETAIL 2 1, THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. CITY RECORDS NO. CITY OF BAKERSFIELD EROSION CONTROL C3.1 DETAILS wm Y m 0 L DIAL B� D G ORE �N �D 00 DIGRE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DESCRIP11ON DRAWN BY P CHECKED Y TH RECOMMENDED GENERAL DEMOLITION NOTES LEGEND ON GEOTECHNICAL REPORT FOR MORE INFORMATION. 1. THE CONTRACTOR SHALL CLEAR THE PROJECT SITE AREA WITHIN THE - CENTER LINE CONFINES OF THE DEMOLITION LIMIT LINE. THE CONTRACTOR SHALL CAP 20 RECOMMENDED 3 FOOT LATERAL DISTANCE BEYOND THE PERIMETER OF IN PLACE ALL EXISTING UTILITIES AT THE DEMOLITION LIMIT LINE, - - PROPERTY LINE - UNLESS NOTED ON THE PLAN. THE CONTRACTOR SHALL DEMOLISH AND EARTHWORK SECTION (4.2) ON GEOTECHNICAL REPORT FOR MORE INFORMATION. REMOVE FROM THE SITE ALL EXISTING UTILITY STRUCTURES, PLANTERS, — — — — — — EASEMENT LINE / SETBACK LINE TREES, AND ALL OTHER SITE FEATURES, UNLESS OTHERWISE NOTED ON OPROTECT -IN-PLACE THE PLAN. ® ® ® APPROXIMATE DEMOLITION LIMIT LINE ON-SITE 2. DEMOLITION AND REMOVAL OF PAVEMENT INCLUDES PAVEMENT O X CONSTRUCTION FENCE WITH GREEN SCREEN EXISTING STORM DRAIN INLET. THICKNESS AS WELL AS BASE COURSE THICKNESS. O PROTECT -IN-PLACE EXISTING VALLEY GUTTER. 4O SD EXISTING STORM DRAIN LINE 3. REMOVAL OF LANDSCAPING SHALL INCLUDE ROOTS AND ORGANIC O5 PROTECT -IN-PLACE EXISTING DOMESTIC AND IRRIGATION WATER METERS. MATERIAL. O6 -SS-- EXISTING SEWER LINE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL O7 G""-"-` EXISTING GAS LINE EXISTING TREE. PERMITS AND SHALL PAY ALL FEES NECESSARY FOR ENCROACHMENT, 8O PROTECT -IN-PLACE EXISTING TRANSFORMER AND ELECTRICAL APPURTENANCES. GRADING, DEMOLITION, AND DISPOSAL OF SAID MATERIALS AS REQUIRED O9 W--""''"' EXISTING DOMESTIC WATER LINE EXISTING LIGHT POLE AND ELECTRICAL CONDUIT., BY PRIVATE, LOCAL AND STATE JURISDICTIONS. 10 PROTECT -IN-PLACE EXISTING CURB RAMP. GRAPHIC SCALE IN FEET11 E. ---E EXISTING ELECTRICAL LINE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SITE INSPECTION TO — FULLY ACKNOWLEDGE THE EXTENT OF DEMOLITION WORK. /// /// ///— UTILITY LINE TO BE REMOVED e 6. THE CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING ABOVE AND 13 LIMITS OF EARTHWORK PREPARATION FOR PROPOSED EXISTING TELECOMMUNICATION CABINET. UNDERGROUND UTILITIES, LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND ARE SHOWN FOR GENERAL INFORMATION ONLY BUILDING AND TRASH ENCLOSURE RECOMMENDED 2 FOOT LATERAL `� LATERAL DISTANCE BEYOND THE P RIMETER OF PROPOSED �,�/s%_ PROTECT -IN-PLACE EXISTING TRAFFIC LIGHT AND PULL BOX. (24' X 36") ' BUILDING AND TRASH ENCLOSURE HAS BEEN INCORPORATED). 7. DAMAGE TO ANY EXISTING UTILITIES AND SERVICES TO REMAIN SHALL yj�W, REFER TO EARTHWORK - SUBGRADE PREPARATION SECTION BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL IN GEOTECHNICAL REPORT FOR MORE INFORMATION REPAIR AND/OR REPLACE IN KIND. , ' ,;.a ,,, EXISTING ASPHALT PAVEMENT TO BE REMOVED 8. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO PREVENT s='1"`d +1 .,a; �. DEBRIS AND UNSUITABLE MATERIALS FROM ENTERING STORM DRAINS, SANITARY SEWERS AND STREETS. EXISTING ASPHALT PAVEMENT TO BE MILLED AND OVERLAYED 9. DUST CONTROL MEASURES SHALL BE IMPLEMENTED DURING DEMOLITION. 10. DEMOLITION IS LIMITED TO WITHIN THE DEMOLITION LIMIT LINE UNLESS OTHERWISE NOTED. 11. CONTRACTOR SHALL REMOVE DEMOLISHED MATERIALS FROM THE SITE AS DEMOLITION NOTES WORK PROGRESSES. REMOVE EXISTING BUILDING AND SURROUNDING FEATURES. UTILITIES TO BE 13. ALL DEMOLITION SHALL COMPLY WITH CHAPTER 24 AND ARTICLE 87 OF 1 ❑ CAPPED FOR FUTURE CONNECTION. THE CALIFORNIA FIRE CODE. REMOVE EXISTING LANDSCAPE AND ALL IRRIGATION LINES, DRIPS, VALVES AND 14. CONTRACTOR TO USE CARE IN HANDLING DEBRIS FROM SITE TO ENSURE �2 ASSOCIATED EQUIPMENT AS REQUIRED. REFER TO LANDSCAPE PLANS FOR MORE THE SAFETY OF THE PUBLIC. HAUL ROUTE TO BE CLOSELY MONITORED INFORMATION ON LIMITS OF LANDSCAPE REMOVAL, FOR DEBRIS OR MATERIALS TRACKED ONTO ADJOINING ROADWAYS, SIDEWALKS, ETC. ROADWAYS AND WALKWAYS TO BE CLEARED DAILY OR �3 REMOVE EXISTING CURB / CURB &GUTTER. AS NECESSARY TO MAINTAIN PUBLIC SAFETY. F4 REMOVE EXISTING SIDEWALK / CONCRETE PAVEMENT. 15. SEE SHEET C3.0 - EROSION CONTROL PLAN FOR REMAINING INLETREMOVE PROTECTION AND EROSION PREVENTION. EXISTING CURB RAMP. 16. CONTRACTOR TO INSTALL CHAIN LINK FENCE WITH MESH SCREEN TO ❑6 REMOVE EXISTING ISLAND PLANTER. PROTECT PUBLIC FROM ENTERING CONSTRUCTION AREA. 7 REMOVE EXISTING TRASH ENCLOSURE AND SURROUNDING FEATURES. UTILITIES 17. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR SURROUNDING TO BE CAPPED FOR FUTURE CONNECTION. PROPERTIES AT ALL TIMES DURING DEMOLITION OF EXISTING FACILITIES. ® REMOVE EXISTING PARKING SIGN POLE. 18. ALL MATERIAL REMOVED FROM THIS SITE BY THE CONTRACTOR SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER. �g REMOVE EXISTING DECORATIVE SEAT WALL. 19. REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL DETAILS OF 10 REMOVE EXISTING BIKE RACK EXISTING STRUCTURES, ETC., LOCATED WITHIN THE PROJECT SITE. UNLESS OTHERWISE NOTED, ALL EXISTING BUILDINGS, STRUCTURES, ii REMOVE EXISTING TREE. REFER TO LANDSCAPE PLANS FOR MORE INFORMATION. SLABS, CONCRETE, ASPHALT, DEBRIS PILES, SIGNS, AND ALL APPURTENANCES ARE TO BE REMOVED FROM THE SITE BY THE REMOVE EXISTING GAS METER AND CUT BACK GAS SERVICE LATERAL AS SHOWN CONTRACTOR AND PROPERLY DISPOSED OF IN A LEGAL MANNER AS 12 PER PLAN FOR FUTURE CONNECTION. CONTRACTOR TO COORDINATE SERVICE PART OF THIS CONTRACT. SOME ITEMS TO BE REMOVED MAY NOT BE REMOVAL WITH 50 CAL GAS DEPICTED ON THE TOPOGRAPHIC SURVEY. REFER TO THIS PLAN FOR THE LIMITS OF ASPHALT REMOVAL. IF ANY ITEMS ARE IN QUESTION, THE REMOVE EXISTING SECONDARY ELECTRICAL CONDUIT AND SERVICE TO EXISTING CONTRACTOR SHALL CONTACT THE OWNER PRIOR TO REMOVAL OF SAID 13 BUILDING. CONTRACTOR TO COORDINATE SERVICE REMOVAL WITH PACIFIC GAS ITEMS. AND ELECTRIC COMPANY. 20. THE CONTRACTOR SHALL REFER TO THIS PLAN AND LANDSCAPE PLAN 14 REMOVE EXISTING BACKFLOW PREVENTER AND WATER LINE TO EXISTING BUILDING. CONTRACTOR TO COORDINATE SERVICE REMOVAL WITH CITY OF FOR DEMOLITIO%PRESERVATION OF EXISTING TREES. ALL TREES NOT SPECIFICALLY SH WN TO BE PRESERVED OR RELOCATED SHALL BE BAKERSFIELD PUBLIC WORKS. REMOVED AS A PART OF THIS CONTRACT. TREE PROTECTION FENCING SHALL BE INSTALLED AS NECESSARY PRIOR TO ANY DEMOLITION. REMOVE EXISTING DCDA AND FIRE DEPARTMENT CONNECTION PIPE SERVICING 15 THE EXISTING BUILDING TO CONNECTION POINT AS SHOWN FOR FUTURE 21. CONTRACTOR SHALL ADJUST GRADE OF ANY RIMS/COVERS TO THE CONNECTION. REFER TO SHEET C7.0 FOR INSTALLATION OF NEW PIPING. FINISHED ELEVATIONS OF EXISTING UTILITIES TO REMAIN. Kimley*Horn 765 THE CITY DRIVE, SUITE 200 ORANGE, CA 92860 1714)939-1030 PREPARED UNDER -THE DIRECT SUPERVISION OF DATE: EXISTING UTILITY NOTE THE EXISTING UTILITIES SHOWN ON THE PLAN ARE BASED ON AVAILABLE RECORDS. THE CONTRACTOR MUST FIELD DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION. REPORT DISCREPANCIES AND POTENTIAL CONFLICTS WITH PROPOSED UTILITIES TO ENGINEER PRIOR TO INSTALLATION OF ANY PIPING. 16 REMOVE EXISTING VALLEY GUTTER. 17 REMOVE EXISTING TELECOMMUNICATION CONDUIT AND SERVICE TO EXISTING BUILDING. CONTRACTOR TO COORDINATE SERVICE REMOVAL WITH PURVEYOR. REMOVE EXISTING GREASE INTERCEPTOR, SAMPLE BOX, CLEANOUTS AND SEWER LINE TO EXISTING MANHOLE AS SHOWN PER PLAN. INSTALL WATER TIGHT PLUG 18 ON EXISTING LATERAL FOR FUTURE CONNECTION. PRIOR TO INSTALLING PLUG CONTRACTOR SHALL FLUSH EXISTING LINE AND REMOVE DEBRIS / BLOCKAGE FOR FUTURE CONNECTION. LIMITS OF EARTHWORK PREPARATION FOR PROPOSED BUILDING RECOMMENDED 3 FOOT LATERAL DISTANCE BEYOND THE PERIMETER OF PROPOSE BUILDING AND 19 SITE WALLS HAS BEEN INCORPORATED). REFER TO EARTHWORK SECTION (4.2) 1R -/ CITY OF BAKERSFIELD DEMOLITION PLAN C4.0 4025 CALIFORNIA AVE BAKERSFIELD, CA 93309 ON GEOTECHNICAL REPORT FOR MORE INFORMATION. LIMITS OF EARTHWORK PREPARATION FOR PROPOSED TRASH ENCLOSURE 20 RECOMMENDED 3 FOOT LATERAL DISTANCE BEYOND THE PERIMETER OF ROPOSED BUILDING AND SITE WALLS HAS BEEN INCORPORATED). REFER TO EARTHWORK SECTION (4.2) ON GEOTECHNICAL REPORT FOR MORE INFORMATION. 21 BLACKOUT OR SANDBLAST EXISTING STRIPING. PROTECTION NOTES OPROTECT -IN-PLACE EXISTING LANDSCAPE, IRRIGATION LINES, DRIPS, VALVES AND ASSOCIATED EQUIPMENT O PROTECT -IN-PLACE EXISTING STORM DRAIN INLET. O PROTECT -IN-PLACE EXISTING VALLEY GUTTER. 4O PROTECT -IN-PLACE EXISTING SEWER MANHOLE AND EXISTING SEWER LINE. O5 PROTECT -IN-PLACE EXISTING DOMESTIC AND IRRIGATION WATER METERS. O6 PROTECT -IN-PLACE EXISTING CURB. O7 PROTECT -IN-PLACE EXISTING TREE. NORTH 8O PROTECT -IN-PLACE EXISTING TRANSFORMER AND ELECTRICAL APPURTENANCES. O9 PROTECT -IN-PLACE EXISTING LIGHT POLE AND ELECTRICAL CONDUIT., 10 PROTECT -IN-PLACE EXISTING CURB RAMP. GRAPHIC SCALE IN FEET11 PROTECT -IN-PLACE EXISTING ELECTRICAL PULLBOX. 0 10 20 40 12 PROTECT -IN-PLACE EXISTING FD SERVICE LINE TO DEMOLITION POINT PER PLAN. 1' = 20' 13 PROTECT -IN-PLACE EXISTING TELECOMMUNICATION CABINET. WHEN PRINTED AT FULL SIZE 14 O PROTECT -IN-PLACE EXISTING TRAFFIC LIGHT AND PULL BOX. (24' X 36") CITY RECORDS NO. 1R -/ CITY OF BAKERSFIELD DEMOLITION PLAN C4.0 4025 CALIFORNIA AVE BAKERSFIELD, CA 93309 Y 1 y CALIFORNIA AVE CE UJ CALIFORNIA AVE Z SEE SHEET C6.3 FOR_ - IMPROVEMENTS OF CURB --- J RAMP IN THE PUBLIC R/W }}.,•� Irroo ui Cn- r--�--- W _ E�avtzl � Ili Ili i 21 I 21 7 l CHESTER LN rL I f j �^'�'� 24 ! r 123 5 2 6 m„ g 25 25 TYP. 15 8 25 13 e 7 e . l 7 25 i� III 622 14 114 � I w 17 �� 23 RAISING CANE'S a I z1 '6= 21 26 PROTOTYPE #1 CA HC 6 6 BAKERSFIELD, CA 7 h \ 18 N. a n. / 'V f �. SITE DATA LOT COVERAGE ` TOTAL SITE AREA: 22,685 S.F. 0.52 AC) 100% BUILDING AREA: 3,813 S.F. ((0.09 AC))) 17.3% IMPERVIOUS AREA: 12,324 S.F. (0.28 AC) 54.4% �. LANDSCAPE AREA: 6,548 S.F. (0.15 AC)) 28.3% OFF-SITE COVERAGE TOTAL SITE AREA: 5,166 S.F.(0.12 AC)) 100% IMPERVIOUS AREA: 4,233 S.F. (0.10 AC) 81.9% LANDSCAPE AREA: 933 S.F. (0.02 ACJJ 18.1% PARKING/LANDSCAPE BUFFER FRONT: 10.0' ,REAR, 0.0' SIDE (N): 0.0' SIDE S : 0.0' PARKING SUMMARY: PARKING IS SHARED AMONGST THE CENTER PER "DECLARATION OF ESTABLISHMENT OF RESTRICTIONS AND RESERVATION OF EASEMENTS FOR BAKERSFIELD RETAIL CENTER" RECORDED 5/6/98 AS DOCUMENT #0198059232 EXISTING PARKING SUMMARY TOTAL PARKING REQUIRED: 269 TOTAL PARKING PROVIDED: 299* * BASED ON ALTA DATED 3/3/08 BY MCINTOSH & ASSOCIATES PROPOSED PARKING SUMMARY: HEALTH CLUB (PLANET FITNESS 25,589 1 SPACE%300 S.F. 86 RESTAURANT (RAISING CANE'S 3,813 1 SPACE/75 S.F. 49** ** PER BAKERSFIELD MUNICIPAL CODE SECTION 17.58.110, A 2 SPACE PER WINDOW CREDIT IS APPLIED WHERE DRIVE THRU LANES ARE GREATER THAN 44 FEET. 2 SPACE CREDIT. 3,813 S.F./75 S.F. = 51 SPACES - 2 SPACE CREDIT = 49 REQUIRED SPACES. HEAVY DUTY CONCRETE PAVEMENT STANDARD DUTY CONCRETE PAVEMENT TOTAL PARKING REQUIRED: 219 •M2 HEAVY DUTY ASPHALT PAVEMENT TOTAL PARKING PROVIDED: 287*** *** PROPOSED RAISING CANE'S DEVELOPMENT REMOVES 12 STALLS FROM THE OVERALL EXISTING PARKING COUNT. DIAL( PNO'WORKII BEFORE ( DAYS BEFOI YOU TifG q YOU DIG TOLL FREE 1-800-227-26 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DATE I DESCRIPTON 3,813 GROSS S.F. 2 \ -- i 12 6\ \ 23 ' . I 7 4 2 7 6 ., ENGINEERS FESS N�.` P. 0� Kimle »> Horn � p¢O�SIp,, �¢ DRAWN BY � .ta !O� 765 THE CITY DRIVE, SUITE 200 3 O ORANGE, CA 92868 JP '�' 86160 xA (714)939-1030 CHECKED BY +t * PREPARED UN R E DIRECT SUPERVISION OP. TH CIVIC<P FOF CAIFOP DATE G/27 RECOMMENDED JOHN POHLOCK,lklhF- NO RAIRO FYP. 1 LEGEND — CENTER LINE — — PROPERTY LINE — — — — — — EASEMENT / SETBACK LINE APPROXIMATE CIVIL LIMIT OF WORK LINE C" CURB FACE ACCESSIBLE ROUTE (LOCATION PURPOSES ONLY, DO NOT PAINT) 72 PARKING STALL COUNT o-� PROPOSED LIGHT POLE. REFER TO ELECTRICAL PLANS FOR MORE INFORMATION, PROPOSED LANDSCAPE AREA HEAVY DUTY CONCRETE PAVEMENT STANDARD DUTY CONCRETE PAVEMENT STANDARD DUTY ASPHALT PAVEMENT •M2 HEAVY DUTY ASPHALT PAVEMENT ASPHALT PAVEMENT MILL AND OVERLAY DETECTABLE WARNING (TRUNCATED DOMES) CONSTRUCTION NOTES 0 INSTALL STANDARD DUTY SIDEWALK CONCRETE. SECTION PER DETAIL 1, SHEET C8.C. SCORING PATTERN AND FINISH PER LANDSCAPING PLAN. OINSTALL HEAVY DUTY CONCRETE PAVEMENT. SECTION PER DETAIL 1, SHEET CB.0. THICKENED EDGE PER DETAIL 2, SHEET C8.0 AT ALL EDGE CONDITIONS. OTRASH ENCLOSURE APPROACH TO BE HEAVY DUTY CONCRETE PAVEMENT PER DETAIL 1, SHEET C8.0. JOIN ASPHALT CONCRETE PER DETAIL 3, SHEET C8.0. OINSTALL STANDARD DUTY ASPHALT CONCRETE PAVEMENT. SECTION PER DETAIL 1, SHEET C8.0. OS INSTALL HEAVY DUTY ASPHALT CONCRETE PAVEMENT. SECTION PER DETAIL 1, SHEET C8.0. © LANDSCAPE/PLANTER AREA. REFER TO LANDSCAPE PLANS FOR MORE INFORMATION. O7 CONSTRUCT CONCRETE CURB PER DETAIL 4, SHEET C8.0. O CONSTRUCT CONCRETE VALLEY GUTTER PER DETAIL 6, SHEET CS.O. WIDTH PER PLAN. O9 INSTALL 18" WALK -OFF CURB PER DETAIL 5, SHEET C8.1. 10 INSTALL 2' WIDE CONCRETE CHANNEL GUTTER PER DETAIL 5, SHEET C8.0. 11 INSTALL ONE (1) DURA BIKE LOCKER, OR APPROVED EQUAL. REFER TO ARCHITECTURAL 0 SHEET A00.2 FOR MORE INFORMATION. 12 INSTALL BOLLARD. REFER TO ARCHITECTURAL SHEET A00.2 FOR MORE DETAILS. INSTALL ACCESSIBLE RAMP PER DETAIL 7, SHEET CB.O. INSTALL CAST -IN-PLACE DETECTABLE 13 WARNING SYSTEM (TRUNCATED DOMES) PER ARMOR TILE - 36" X 48" PANEL. PRODUCT NO. ADA -C -3648W PER DETAIL 8, SHEET CB.O. 14 INSTALL CAST -IN-PLACE DETECTABLE WARNING SYSTEM (TRUNCATED DOMES PER ARMOR TILE - 36" X 48" PANEL. PRODUCT NO. ADA -C -3648W PER DETAIL 8, SHEET C8.0. 15 INSTALL WHEEL STOP AT 2.0' FROM FACE OF WHEEL STOP TO FACE OF CURB. PER DETAIL 6, SHEET C8.1. 16 INSTALL ECTO FRED TRRAL ASH ENCFOR MORE DETAILS.AND LING BIN STORAGE. REFER TO ARCHI17 INSTALL BIKE RACK. REFER TO ARCHITECTURAL SHEET A00.2 FOR MORE DETAILS. 18 INSTALL PREVIEW BOARD. REFER TO ARCHITECTURAL SHEET A00.2 FOR MORE DETAILS. 19 INSTALL ORDER BOARD. REFER TO ARCHITECTURAL SHEET A00.2 FOR MORE DETAILS. 20 INSTALL HEADACHE BAR. REFER TO ARCHITECTURAL SHEET A00.2 FOR MORE DETAILS. 21 INSTALL SITE LIGHTING. REFER TO ARCHITECTURAL SHEET A00.2 FOR MORE DETAILS, 22 FUTURE E/V CHARGING STATION. CONDUIT TO BE INSTALLED FROM THE BUILDING TO THE STALL FOR FUTURE INSTALLATION OF CHARGING STATION. 23 JOIN EXISTING CURB, CURB & GUTTER, SIDEWALK. 24 OVERLAY EXISTING ASPHALT PAVEMENT. REFER TO SHEETS C6.0 AND C6.1. FOR MORE - INFORMATION ON PROPOSED GRADES. 25 INSTALL 0" CURB PER DETAIL 12, SHEET C8.0. 26 INSTALL PATIO FURNITURE. REFER TO ARCHITECTURAL PLANS FOR MORE INFORMATION. Fu1sBa";�, 4025 CALIFORNIA AVE BAKERSFIELD, CA 93309 CITY OF BAKERSFIELD SITE KEYNOTE PLAN NORTH GRAPHIC SCALE IN FEET 0 10 20 40 1" = 20' WHEN PRINTED AT FULL SIZE (24" X 36") CITY RECORDS NO, C5.0 O i U oho CALIFORNIA AVE CE CALIFORNIA AVE SEE SHEET C6.3 FOR IMPROVEMENTS OF CURB RAMP IN THE PUBLIC R/W NtD ° \DETAIL 2 HEREON CHESTER LN 1 N 8914'4.9'�N 14N78'2FROM THE NW CORNER O PROPERTY LINE TO BUILDING GRIDLINES H AND 7.6- \, R 220.0'' DIAL Two, WO 'WORKI BEFORE DAYS 8EF0 YOU DIG n YOU DIG TOLL FREE 1-800-227-2f A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 17.0' ...FROM THE NE CORNER OF THE - PROPERTY LINE TO BUILDING GRIDLINES A AND 8- DETAIL 1 HEREON :TYP I 25.0' 0 i N .o I cD 8 9 101 so 45'58"E 20 'S _ � RAISING CAN 'S 49 91 o PROTOTYPE #1 A HC °�° • o 545'45'58"E �R1s- 5 BAKERSFIELD CA ;'o °' 63.6' \ \.' 5.4 3,813 GROS.% .F. 6 ro DETAIL 3 HEREON \ \Y\ • •, 05 _ O 22.8' ' r SPY n � I \ a RS o c . N 62 7 12.5 ;i — R1, 22 6' I = ) � I �SO'45'58"E 131.6' 8 9 10 yvvJ'I yv \ _ O ISSUE I DATE I DESCRIPTION TITLE REPORT EXCEPTIONS EASEMEWTS ARE PLOTTED HEREON WITH REFERENCE TO SCHEDULE B EXCEPTION NUMBER. EXAMPLE = ®SCHEDULE B EXCEPTION NUMBER. ©AN EASEMENT AFFECTING THAT PORTION OF SAID LAND AND FOR THE PURPOSES STATED HEREIN AND INCIDENTAL PURPOSES AS PROVIDED IN THE FOLLOWING GRANTED TO: PACIFIC GAS AND ELECTRIC COMPANY, A CALIFORNIA CORPORATION FOR: PUBLIC UTILITIES RECORDED: MAY 6, 1997 IN OFFICIAL RECORDS UNDER RECORDER'S SERIAL NUMBER 0197061054 AFFECTS: AS DESCRIBED THEREIN MATTERS AS CONTAINED OR REFERRED TO IN AN INSTRUMENT, ENTITLED: NOTICE OF FINAL DESCRIPTION EXECUTED BY: PACIFIC GAS AND ELECTRIC COMPANY RECORDED: JANUARY 14, 1999 IN OFFICIAL RECORDS UNDER RECORDER'S SERIAL NUMBER 0199005000 WHICH AMONG OTHER THINGS PROVIDES: (AS SET FORTH THEREIN) ®COVENANTS, CONDITIONS AND RESTRICTIONS, BUT OMITTING ANY COVENANTS OR RESTRICTIONS IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN UNLESS AND ONLY TO THE EXTENT THAT SAID COVENANT (A) IS EXEMPT UNDER TITLE 42, SECTION 3607 OF THE UNITED STATES CODE OR (B) RELATES TO HANDICAP BUT DOES NOT DISCRIMINATE AGAINST HANDICAPPED PERSONS, AS PROVIDED IN AN INSTRUMENT. RECORDED: MAY 6, 1998 IN OFFICIAL RECORDS UNDER RECORDER'S SERIAL NUMBER 0198059232 SAID COVENANTS, CONDITIONS AND RESTRICTIONS PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE LIEN OF ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE. MODIFICATION THEREOF, BUT OMITTING ANY COVENANTS OR RESTRICTIONS IF ANY BASED UPON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN UNLESS AND ONLY TO THE EXTENT THAT SAID COVENANT (A) IS EXEMPT UNDER TITLE 42, SECTION 3607 OF THE UNITED STATES CODE OR (B) RELATES TO HANDICAP BUT DOES NOT DISCRIMINATE AGAINST HANDICAPPED PERSONS. RECORDED: OCTOBER 4, 2016 IN OFFICIAL RECORDS UNDER RECORDER'S SERIAL NUMBER 000216136514 NOTE: "IF THIS DOCUMENT CONTAINS ANY RESTRICTION BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, NATIONAL ORIGIN, SOURCE OF INCOME AS DEFINED IN SUBDIVISION (P) OF SECTION 12955, OR ANCESTRY, THAT RESTRICTION VIOLATES STATE AND FEDERAL FAIR HOUSING LAWS AND IS VOID, AND MAY BE REMOVED PURSUANT TO SECTION 12956.2 OF THE GOVERNMENT CODE. LAWFUL RESTRICTIONS UNDER STATE AND FEDERAL LAW ON THE AGE OF OCCUPANTS IN SENIOR HOUSING OR HOUSING FOR OLDER PERSONS SHALL NOT BE CONSTRUED AS RESTRICTIONS BASED ON FAMILIAL STATUS." OAN EASEMENT AFFECTING THAT PORTION OF SAID LAND AND FOR THE PURPOSES STATED HEREIN AND INCIDENTAL PURPOSES AS PROVIDED IN THE ABOVE MENTIONED INSTRUMENT, FOR :AS MORE FULLY SET FORTH THEREIN) AFFECTS S DESCRIBED THEREIN 10 NON EXCLUSIVE EASEMENTS APPURTENANT TO PARCELS A AND B FOR PARKING, ACCESS ROADS, DRIVEWAYS WALK SIDEWALKS, LANDSCAPING, UTILITIES, DRAINAGE AND CONSTRUCTION OVER AND ACROSS WALKWAY, S CERTAIN LAND WHICH IS NOT IMPROVED AS A BUILDING OR SERVICE FACILITY AS MORE PARTICULARLY DESCRIBED AND SET FORTH IN THAT CERTAIN DECLARATION OF ESTABLISHMENT OF RESTRICTIONS AND RESERVATIONS OF EASEMENTS FOR BAKERSFIELD RETAIL CENTER RECORDED MAY 6, 1998, AS INSTRUMENT NO. 0198059232 OFFICIAL RECORDS OF KERN COUNTY, AS GRANTED IN DEED RECORDED AUGUST 28, 1998, AS INSTRUMENT NO. 0198112706. LEGEND CENTER LINE — — PROPERTY LINE EASEMENT / SETBACK LINE •^^' -- APPROXIMATE CIVIL LIMIT OF WORK LINE ACCESSIBLE ROUTE (LOCATION PURPOSES ONLY, 00 NOT PAINT) �s R3' - !'R 9.0' $N31ON 00 w R5' TYP. kVAA ]NO aw R75'W WLL w I 1 a•� " ww w�.�" t6 0, ° M MID' 1 DETAIL 1 1" = 10' WHEN PRINTED AT FULL SIZE (24" X 36" R1 �Yn3n dNvn �xoa" ^g oo nanooaNvn nanoo. ox�lv • j) NY31D Nb313 Ntl3� i o )-d .cd i {ppb 6.0'H0' �-- 60' -{ 0 -R18T w '.5.0' 5.0 .. •°.:7.° A41 To .�al. . �' "F a .. ........ ....... ..... .. ........... .. DETAIL 2 1" = 10' WHEN PRINTED AT FULL SIZE (24" X 36") y '11.0' QT w w 40 w. . ww. . 8w4 —�(- �•e°� �� i 11.8' 5.7 W _ � 's •e R20"• ° � o �. W .w _\ .a R2a ••. a d..R2 n" I «fin 1U a ., 20.3' f TYP .R10'� y =74- 0 R2 V�� w '��,• � -�5�, '^ � ,. wR20'w w W w W . w .. �a, R 2 C RI w —_. R2' w W y w ° DETAIL 3 1" = 10' WHEN PRINTED AT FULL SIZE (24" X 36") GRAPHIC SCALE IN FEET 0 10 20 40 1" = 20' WHEN PRINTED AT FULL SIZE (24" X 36") CITY RECORDS NO. °NUIN�K' ""` CITY OF BAKERSFIELD INCQa KimIey»'Horn - DRAWN BY O`I' O ':./ 1 765 THE CITY DRIVE, SUITE 200 �P �� ORANGE, CA M-- DIMENSIONAL CONTROL 86160 a PREPARED }INOE E DIRECT SUPERV SIGN OF: W J� SITE PLAN CHECKED BTI"" s�yJe OCIgl1G0�A`* DATE: 6/17/2019 4025 CALIFORNIA AVE RECOMMENDED JOHN POLL C .C.E. NO. 86160 EXP. 12/31/20 BAKERSFIELD, CA 93309 C5.1 ods N N Y L DIAL BEFORE -1`OU '171'G TOLL FREE CALIFORNIA AVE CE CALIFORNIA AVE SEE SHEET C6.3 FOR IMPROVEMENTS OF CURB --------_---- RAMP IN THE PUBLIC R/W 2 �r 5 CHESTER LN- �yI 4 I11 12 K Ve e e o 2 ` a -0 _ in, \� 13 1 1 8 STRAIGHT \ RAISING CANE'S PROTOTYPE #1 CA HC BAKERSFIELD, CA �� '_• : \�: ��,t 3,813 GROSS S.F. i r �"....r. O ♦+-- Y 9 .I I - 11` T \ C _ \ \ / 3 b i _ I ' c tERV1GE BY SE VICE ALERT N.T.S. 3" DIA. STEEL POST GROUND SURFACE r' Il' M a 0 12"0 W SINGLE POST THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES N.T.S. NOTE: ALL ADA SIGNAGE TO BE FURNISHED AND INSTALLED BY SIGNAGE VENDOR. It F1 [I LEFT BIGHT STRAIGHT DUAL DIRECTION USE APPROPRIATE ARROWS TO INDICATE ACCESSIBLE PATH OF TRAVEL. USE WWW.COMPLIANCESIGNS.COM MODEL NUMBERS PKE-18498, PKE-18500, AND PKE-18501 OR APPROVED EQUAL NOTE: WHITE (REFLECTORIZED) SYMBOLS & BLUE BACKGROUND NOTE: SIGNS SHALL BE MOUNTED SO THEY DO NOT PROJECT PATH OF TRAVEL IF THE SIGN PROJECTS INTO PATH OF TRAVEL, THE SIGN SHALL BE MOUNTED W/ BOTTOM EDGE AT 80- MIN ABOVE THE GROUND SURFACE. SIGN BASE PER DETAIL 5 HEREON. FOR REFERENCE ONLY: APPROVE ALL ALTERATIONS W/ LOCAL BUILDING AGENCY. NOTES: 1. SIGNS SHALL MOUNTED ON A POST PER DETAIL 3. N.T.S. ENGINEERS SEAL NIC �8 0� Kimley>>> Horn DRAWN BY rte. 1+ O 765 THE CITY DRIVE, SUITE 200 JP ORANGE, CA 92868 66160 (714) 939-1030 CHECKED BY * �F PREPARED UND E DIRECT SUPERVISION OF: TH a1v:L .P OF r a; SFO � ) DATE: 6/3-7 _EGEND Mi CENTER LINE PROPERTY UNE EASEMENT / SETBACK LINE APPROXIMATE CIVIL LIMIT OF WORK LINE ACCESSIBLE ROUTE (LOCATION PURPOSES ONLY, DO NOT PAINT) SIGN POST PROPOSED LIGHT POLE. REFER TO ELECTRICAL PLANS FOR MORE INFORMATION. CONSTRUCTION NOTES O7 INSTALL ACCESSIBLE STRIPING PARKING STALL PER DETAIL 10, SHEET C8.0. INTERNATIONAL SYMBOL OF ACCESSIBILITY PER DETAIL 10, SHEET CB.O. 2O INSTALL PATH OF TRAVEL STRIPING PER DETAIL 9, SHEET C8.0. O3 INSTALL STANDARD 90' PARKING STALL STRIPING PER DETAIL 11, SHEET C8.0. O4 INSTALL "CLEAN AIR/VAN POOL/EV" IN 12" HIGH WHITE LETTERS AT END OF PARKING STALL. O5 INSTALL PAVEMENT MARKING TYPE 1 10'-0" ARROW PER CALTRANS 2010 STANDARD DETAIL A24A. OINSTALL VAN ACCESSIBLE PARKING STALL SIGN PER DETAIL 2, HEREON. SINGLE BASE SIGN POST PER DETAIL 3, HEREON. OINSTALL STANDARD ACCESSIBLE PARKING STALL SIGN PER DETAIL 2 HEREON. SINGLE BASE SIGN POST PER DETAIL 3, HEREON. O INSTALL ACCESSIBLE PATH OF TRAVEL SIGN PER DETAIL 1, HEREON. DIRECTION PER PLAN. SINGLE BASE SIGN POST PER DETAIL 3, HEREON. O9 INSTALL 2 COATS 60' WHITE HATCHING AT 36" O.C. 4" THICK. 10 INSTALL "DO NOT ENTER" IN 12" HIGH WHITE LETTERS. 11 INSTALL "ONE WAY" IN 12" HIGH WHITE LETTERS. 12 INSTALL "DRIVE—THRU" IN 12" HIGH WHITE LETTERS. 13 INSTALL "RAISING CANE'S" TLING AT RESTAURANT ENTRANCE. REFER TO ARCHITECTURAL PLANS FOR MORE INFORMATION. SIGN INFORMATION OINSTALL CMUTCD SIGN R1 -5A OR R1-5 — "YIELD TO PEDESTRIANS." SINGLE BASE SIGN POST PER DETAIL 3 HEREON. OINSTALL CMUTCD SIGN R5-1 — "DO NOT ENTER." SINGLE BASE SIGN POST PER DETAIL 3 HEREON. OK 30"x30" 0 ' 4025 CALIFORNIA AVE BAKERSFIELD, CA 93309 CITY OF BAKERSFIELD STRIPING & SIGNAGE PLAN NORTH GRAPHIC SCALE IN FEET 0 10 20 40 1" = 20' WHEN PRINTED AT FULL SIZE //(24" X 36") CITY RECORDS NO. C5.2 THIS SIGN TYPICAL AT ALL VAN ACCESS64, PARKING SPACES VAN -- 12" X 6" ACCESSIBLE PENALTY SIGN WITH MINIMUM 12" X 9" WORDING AS REQUIRED PER FINE §UM 250 CBC SECTION 1113-502.6 OR PER LOCAL CODE z w 0 mzo o 10�SIGN BASE PER w n DETAIL 3. NOTES: 1. SIGNS SHALL CONFORM WITH THE MOST CURRENT CALIFORNIA MUTCD STANDARDS. 2. SIGNS SHALL BE WALL MOUNTED OR MOUNTED ON A POST PER DETAIL 3. N.T.S. NOTE: ALL ADA SIGNAGE TO BE FURNISHED AND INSTALLED BY SIGNAGE VENDOR. It F1 [I LEFT BIGHT STRAIGHT DUAL DIRECTION USE APPROPRIATE ARROWS TO INDICATE ACCESSIBLE PATH OF TRAVEL. USE WWW.COMPLIANCESIGNS.COM MODEL NUMBERS PKE-18498, PKE-18500, AND PKE-18501 OR APPROVED EQUAL NOTE: WHITE (REFLECTORIZED) SYMBOLS & BLUE BACKGROUND NOTE: SIGNS SHALL BE MOUNTED SO THEY DO NOT PROJECT PATH OF TRAVEL IF THE SIGN PROJECTS INTO PATH OF TRAVEL, THE SIGN SHALL BE MOUNTED W/ BOTTOM EDGE AT 80- MIN ABOVE THE GROUND SURFACE. SIGN BASE PER DETAIL 5 HEREON. FOR REFERENCE ONLY: APPROVE ALL ALTERATIONS W/ LOCAL BUILDING AGENCY. NOTES: 1. SIGNS SHALL MOUNTED ON A POST PER DETAIL 3. N.T.S. ENGINEERS SEAL NIC �8 0� Kimley>>> Horn DRAWN BY rte. 1+ O 765 THE CITY DRIVE, SUITE 200 JP ORANGE, CA 92868 66160 (714) 939-1030 CHECKED BY * �F PREPARED UND E DIRECT SUPERVISION OF: TH a1v:L .P OF r a; SFO � ) DATE: 6/3-7 _EGEND Mi CENTER LINE PROPERTY UNE EASEMENT / SETBACK LINE APPROXIMATE CIVIL LIMIT OF WORK LINE ACCESSIBLE ROUTE (LOCATION PURPOSES ONLY, DO NOT PAINT) SIGN POST PROPOSED LIGHT POLE. REFER TO ELECTRICAL PLANS FOR MORE INFORMATION. CONSTRUCTION NOTES O7 INSTALL ACCESSIBLE STRIPING PARKING STALL PER DETAIL 10, SHEET C8.0. INTERNATIONAL SYMBOL OF ACCESSIBILITY PER DETAIL 10, SHEET CB.O. 2O INSTALL PATH OF TRAVEL STRIPING PER DETAIL 9, SHEET C8.0. O3 INSTALL STANDARD 90' PARKING STALL STRIPING PER DETAIL 11, SHEET C8.0. O4 INSTALL "CLEAN AIR/VAN POOL/EV" IN 12" HIGH WHITE LETTERS AT END OF PARKING STALL. O5 INSTALL PAVEMENT MARKING TYPE 1 10'-0" ARROW PER CALTRANS 2010 STANDARD DETAIL A24A. OINSTALL VAN ACCESSIBLE PARKING STALL SIGN PER DETAIL 2, HEREON. SINGLE BASE SIGN POST PER DETAIL 3, HEREON. OINSTALL STANDARD ACCESSIBLE PARKING STALL SIGN PER DETAIL 2 HEREON. SINGLE BASE SIGN POST PER DETAIL 3, HEREON. O INSTALL ACCESSIBLE PATH OF TRAVEL SIGN PER DETAIL 1, HEREON. DIRECTION PER PLAN. SINGLE BASE SIGN POST PER DETAIL 3, HEREON. O9 INSTALL 2 COATS 60' WHITE HATCHING AT 36" O.C. 4" THICK. 10 INSTALL "DO NOT ENTER" IN 12" HIGH WHITE LETTERS. 11 INSTALL "ONE WAY" IN 12" HIGH WHITE LETTERS. 12 INSTALL "DRIVE—THRU" IN 12" HIGH WHITE LETTERS. 13 INSTALL "RAISING CANE'S" TLING AT RESTAURANT ENTRANCE. REFER TO ARCHITECTURAL PLANS FOR MORE INFORMATION. SIGN INFORMATION OINSTALL CMUTCD SIGN R1 -5A OR R1-5 — "YIELD TO PEDESTRIANS." SINGLE BASE SIGN POST PER DETAIL 3 HEREON. OINSTALL CMUTCD SIGN R5-1 — "DO NOT ENTER." SINGLE BASE SIGN POST PER DETAIL 3 HEREON. OK 30"x30" 0 ' 4025 CALIFORNIA AVE BAKERSFIELD, CA 93309 CITY OF BAKERSFIELD STRIPING & SIGNAGE PLAN NORTH GRAPHIC SCALE IN FEET 0 10 20 40 1" = 20' WHEN PRINTED AT FULL SIZE //(24" X 36") CITY RECORDS NO. C5.2 o E <' o j I >, of L 1 � T CHESTER LANE a, F C 1 a � � a, 0 6 C o i � r 0 i CALIFORNIA AVE CAL I FO RN IA AVE SEE SHEET C6.3 FOR IMPROVEMENTS OF CURB RAMP IN THE PUBLIC R/W - - T o f •� ' - - �J -13% -- -- o i � I I - o z �f I. PUBLIC R/W LINE CI` r'. 3� 3< 1�I, I t I 3,9 6.25 TC JC 39575 FS 392 95 6.9 TC 3.79 FS x p 1396.36 TCI 395.86 FS . \ 395.89 FS 395.. 37 FS � w r ■ 1 � J01 � - �• '395.41 FS w JOIN EX. \ 6 �3 o � > w 4 L oL a L - E DIAL &yCUDfG EFORETOLLFR800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ::\ORA_LDEV\Raising Cane's\094797049 - Bakersfield (California and Chester) 389\KHA QCUD19O5.21 San fh.,k nr /iP1 nUH1 4 395.40�S »9 395.42 FS..-. si�•• JOINOEX.S -- - 39551,TC FS 95.211 TIC FS 395.41 FS 395.20 TC ./ 95.40 FS; 395.43 F5= '395.44 FSi - _ JOIN EX. JOIN EX. {� ad n3noodNvn 9 A3MOdNVA A3noOdNtln 395 59' 95.72'TC ' j 7 n v laly o caro roIv 395.13 FL 395.09 FS 39 2 FS w 394.70 FS wjTa NV313 14 313 JOIN EX. - 1 394.57 FL 2131N31 00 Ty ..., w . 1 JOIN EX. ' �LIZ 4 �� AVM HNO 395.70 TC 0" CURB 0" CURBn 6`60 395.20 FS 16.09 TC 395.60 FS 395.65 FS 0" CURB 396.19 TC w , w w 395.70 FS 396.24 TC 395.69 FS 10 ` 395.15 TC 15.59 FS :)-/396.13 TC -: - 396.25 TC ` 396.05 TC' .. ,,�0. 394.65 FL ,,.395.74 FS a 395 o / o 0 0 ' o o 395.75 FS 395.55 FS JOIN EX. RB 396.1 395.E 396.17 TC �_ 396.27 FS 6.5% o� 1 8%%, 0 395.46 FS 394.66 FL 395.67 FS 4.7% 0 G � 77 396.3LFS 396.30�TC ✓ 396.33 TC w 395.456 TC ;0" CURB �9 w 395.80 FS 395.83 FS 4.96 FS i 1:394.77 FS I 396.33 FF _ , 396.10 FS 396.30 FS 4 ( �. 395.60 FS 395.92 T FF= 96.33 395.42 FS PAD 395.91 39AFLI }nl 395.84 ' S FS Ior�w 395.34 F 1 N�� 395.94 TC RAISING CANE'S o pl 395.44 FS 96.26 PROTOTYPE #1 CA HC ' 95.716 BAKERSFIELD, CA 39583 F5 R - 3,813 GROSS S.F. N X29 _ 5 F SEE SHEET C6.1 N C ENGINEERS SEAL eaoFE sroa �'��.Z- Y < DRAWN BY JP x6160 EASEMENT LINE CHECKED BY # TH �qr, CIVIL RECOMMENDED Kimley»)Horn 765 THE CITY DRIVE, SUITE 200 ORANGE, CA 921568 (714) 939-1030 *7 PREPARED URDER(k DIRECT SUPERWSION OF-- DATE: F: DATE: p +ucV i2) LEGEND -- -. 1 DRAW THRU CURB FACE. O2 CONNECT ROOF DOWNSPOUT TO 4" SDR -35 PVC STORM DRAIN PIPE. DRAIN THRU CURB FACE. REFER TO DETAIL 4, SHEET C8.1 FOR MORE INFORMATION. O3 TRASH ENCLOSURE DRAIN. DRAIN TO SEWER. OACCESSIBLE PATH OF TRAVEL MUST HAVE 5% MAXIMUM RUNNING AND 2% MAXIMUM CROSS SLOPE AT ALL TIMES (INCLUSIVE OF VALLEY GUTTER CROSSING). e 4025 CALIFORNIA AVE BAKERSFIELD, CA 93309 CITY OF BAKERSFIELD GRADING & DRAINAGE PLAN 1 GRAPHIC SCALE IN FEET 0 5 10 20 1" = 10' WHEN PRINTED AT FULL SIZE (24" X 36") CITY RECORDS NO. C6.0 CENTERLINE - - PROPERTY LINE - - - - - - EASEMENT LINE APPROXIMATE CIVIL LIMIT OF WORK LINE SD PROPOSED STORM DRAIN PIPE Su-- EXISTING STORM DRAIN PIPE GB GRADE BREAK LINE R RIDGE LINE ---- FLOW LINE - - - 0" CURB FACE 617.50 TC PROPOSED SPOT ELEVATION 615.50 TC) EXISTING SPOT ELEVATION 615.00 FS) PROPOSED FLOW 2.00% (DIRECTION AND SLOPE) LANDSCAPE AREA ASPHALT PAVEMENT MILL AND OVERLAY GRADING AND DRAINAGE NOTES -- -. 1 DRAW THRU CURB FACE. O2 CONNECT ROOF DOWNSPOUT TO 4" SDR -35 PVC STORM DRAIN PIPE. DRAIN THRU CURB FACE. REFER TO DETAIL 4, SHEET C8.1 FOR MORE INFORMATION. O3 TRASH ENCLOSURE DRAIN. DRAIN TO SEWER. OACCESSIBLE PATH OF TRAVEL MUST HAVE 5% MAXIMUM RUNNING AND 2% MAXIMUM CROSS SLOPE AT ALL TIMES (INCLUSIVE OF VALLEY GUTTER CROSSING). e 4025 CALIFORNIA AVE BAKERSFIELD, CA 93309 CITY OF BAKERSFIELD GRADING & DRAINAGE PLAN 1 GRAPHIC SCALE IN FEET 0 5 10 20 1" = 10' WHEN PRINTED AT FULL SIZE (24" X 36") CITY RECORDS NO. C6.0 i E 395.53 RIM F \ u a n I < I'. a N ni � a E O] a v a> rn n m c RI Y N 0 0 o` E D�' dzlz DIAL 11 BEFORE D, YOU DIG M TOLL FREE 1-8D A PUBLIC SERVICE BY UNDERGROUND SERVICE AL SEE SHEET C6.0 PUBLIC R/W LINE GRADING AND DRAINAGE NOTES OINSTALL DRAINAGE SLEEVE AGAINST BUILDING WALL PER DETAIL 2, SHEET C8.1. DRAIN THRU CURB FACE. OCONNECT ROOF DOWNSPOUT TO 4" SDR -35 PVC STORM DRAIN PIPE, DRAIN THRU CURB FACE. REFER TO DETAIL 3, SHEET CB.1 FOR MORE INFORMATION. 3O TRASH ENCLOSURE DRAIN. DRAIN TO SEWER. OACCESSIBLE PATH OF TRAVEL MUST HAVE 5% MAXIMUM RUNNING AND 2% MAXIMUM CROSS SLOPE AT ALL TIMES (INCLUSIVE OF VALLEY GUTTER CROSSING). 394.81 FL i 395.11 RIMACV 0 ICV NORTH \ \ \ GRAPHIC SCALE IN FEET 0 5 10 20 \\ 1' - 10' WHEN PRINTED AT FULL SIZE (24' X 36') CITY RECORDS NO. DATE DESCRIPTION ENGIN° RSAL 1 � CY OF BAKERSFIELD NC DRAWN BY 765 THE CITY DRIVE, SUITE 200 ORANGE, GRADING & DRAINAGE G ESPFoKimley»Horn JP 88160 1 * PREPARED DE DIRECT SUPERVISION OR _ C6.1 CHECKED BFY sr9f DIVA, �P# 4025 CALIFORNIA AVE PLAN `O OF CAU�O� DATE: 6/17/201-4 BAKERSFIELD, CA 93309 RECOMMENDED JOHN PIX10 . .C. E. NO. 86160 EXP. 12/31/20 LEGEND CENTERLINE PROPERTY LINE ) — — — — — — i EASEMENT / SETBACK LINE t APPROXIMATE CIVIL LIMIT OF WORK LINE _ SD PROPOSED STORM DRAIN PIPE I _..._ Sir EXISTING STORM DRAIN PIPE GB GRADE BREAK LINE RIDGE LINE FLOW LINE O" CURB FACE 617.50 TC 617.00 FS PROPOSED SPOT ELEVATION 615.50 TC) EXISTING SPOT ELEVATION 615.00 FS) PROPOSED FLOW 2.00% (DIRECTION AND SLOPE) T1396.14 LANDSCAPE AREA ASPHALT PAVEMENT MILL AND OVERLAY GRADING AND DRAINAGE NOTES OINSTALL DRAINAGE SLEEVE AGAINST BUILDING WALL PER DETAIL 2, SHEET C8.1. DRAIN THRU CURB FACE. OCONNECT ROOF DOWNSPOUT TO 4" SDR -35 PVC STORM DRAIN PIPE, DRAIN THRU CURB FACE. REFER TO DETAIL 3, SHEET CB.1 FOR MORE INFORMATION. 3O TRASH ENCLOSURE DRAIN. DRAIN TO SEWER. OACCESSIBLE PATH OF TRAVEL MUST HAVE 5% MAXIMUM RUNNING AND 2% MAXIMUM CROSS SLOPE AT ALL TIMES (INCLUSIVE OF VALLEY GUTTER CROSSING). 394.81 FL i 395.11 RIMACV 0 ICV NORTH \ \ \ GRAPHIC SCALE IN FEET 0 5 10 20 \\ 1' - 10' WHEN PRINTED AT FULL SIZE (24' X 36') CITY RECORDS NO. DATE DESCRIPTION ENGIN° RSAL 1 � CY OF BAKERSFIELD NC DRAWN BY 765 THE CITY DRIVE, SUITE 200 ORANGE, GRADING & DRAINAGE G ESPFoKimley»Horn JP 88160 1 * PREPARED DE DIRECT SUPERVISION OR _ C6.1 CHECKED BFY sr9f DIVA, �P# 4025 CALIFORNIA AVE PLAN `O OF CAU�O� DATE: 6/17/201-4 BAKERSFIELD, CA 93309 RECOMMENDED JOHN PIX10 . .C. E. NO. 86160 EXP. 12/31/20 m APPROXIMATE CIVIL , PROPERTY LINE PROPOSED LANDSCAPE PROPOSED CURB PROPOSED 4�"Q LIMIT OF WORK LINE BUILDING POSED CURB _.__. EXISTING SIDEWALK PROPOSED FLOW LINE -._ - 396 EXISTING STREET I 2..% — — EXISTING CURB AND GUTTER ,_ �•$% - "'""""� EXISTING GRADE PROPOSED 393 - -- -EXISTING FLOW LINE - -- - - -. DRIVE—THRU PROPOSED PROPOSED �. LANDSCAPE SIDEWALK 393 HORIZONTAL SCALE: 1" = 5' (WHEN PRINTED AT FULL SIZE 24" X 3 VERTICAL SCALE: 1" = 5' (WHEN PRINTED AT FULL SIZE 24" X 36") m AM SECTION B -B PROPOSED PROPERTY BUILDING - LINE APPROXIMATE LIMIT OF WORK CIVIL LINE ' HORIZONTAL SCALE: 1" = 5' (WHEN PRINTED PROPOSED IZ_ CURBEXISTING PROPOSED CLEAN VERTICAL SCALE: 1" = 5' (WHEN PRINTED AT FULL SIZE 24" X 396 . AIR/VANPOOL/EV STALL - DRIVE AISLE -_... 396 _ PROPOSED SIDEWALK I J 3�%- -�� -- -. 1.5% --- ----EX STING GRADE J - _- PROPOSED MILL— � - _......- -_ DRIVE AISLE 392 AND OVERLAY AREA l_Q3_ 392 SECTION B -B HORIZONTAL SCALE: 1" = 5' (WHEN PRINTED AT FULL SIZE 24" X 36") VERTICAL SCALE: 1" = 5' (WHEN PRINTED AT FULL SIZE 24" X 36") 4uu 400 1" = 5' (WHEN PRINTED PROPOSED BUILDING PROPERTY LINE APPROXIMATE CIVIL = 5' (WHEN PRINTED AT FULL SIZE 24" X PROPOSED LANDSCAPE _ _ __-_. - EXISTING FLOW LINE _ / LIMIT OF WORK LINE —� ISSUE DATE DESCRIPTION O T D�DaR 3 PROPOSED CURB _ I TI EXISTING VALLEY GUTTER �--_"- EXISTING 336 CITY RECORDS NO. -- _ - _.-_. _......- -_ DRIVE AISLE Kimley>>>HornCfTY l_Q3_ PROPOSED CURB 3.3% -.. 39= ---- PROPOSED DRIVE—THRU--PROPOSED PARKING STALL - --- - 393 SECTION C -C HORIZONTAL SCALE: 1" = 5' (WHEN PRINTED AT FULL SIZE 24" X 36") VERTICAL SCALE: 1" = 5' (WHEN PRINTED AT FULL SIZE 24" X 36") —� ISSUE DATE DESCRIPTION O T D�DaR ENGINEERS SEAL OF BAKERSFIELD CITY RECORDS NO. NC Kimley>>>HornCfTY �oAfs RKING DRAWN BY ,< OO �ORANGE, 765 THE CITY DRIVE, SUITE 200 EFORE JP ^ 66r`(714)939-1030CHECKED CA 92868 DIG BYyPREPAR THE DIRECT SUPERVISION OF:-ssoo SECTIONS C6.2 A PUBLIC RVCE TH �9, �roa ,P 4025 CALIFORNIA AVE BY UNDERGROUND SERVICE ALERTmmmmmmmmmmL RECOMMENDED �OFCALIFO�A DATE: 6/17/2.019 BAKERSFIELD, CA 93309 JOHN PO L R.C.E. NO. 86160 EXP. 12/31/20 0 n Y v E CALIFORNIA AVE JOIN %LTJ I rA�r' WI U) Lui (3g40 (394.52 - 1 ( (394.21 L JOIN U (3Q4 94 JOIN DEMOLITION PLAN 3 fi1FI) 4.22 TC) 5.86 UP) JOIN EX. (0" Cl JOIN 75 EX. 1 I I 5 1 11IHId 394.51 TC (394.16 LIP) JOIN EX. (394.52 TC) 1 (394.21 L JOIN EX �I 3 JOIN EX. - IMPROVEMENT PLAN (0" CL f JOIN (i94 35 (394.75 _ n,_ JOIN EX. O 393.88 FS / 394.38 TC/ 393.99 FS ZO 394.49 TC 7 394.38 FS 394.88 TIC LEGEND CENTER LINE PROPERTY LINE GH GRADE BREAD LINE SAWCUT DEMOLISH EXISTING CURB / CURB AND GUTTER FULL DEPTH ASPHALT PAVEMENT REMOVAL, INCLUDING BASE COURSE. FULL DEPTH ASPHALT PAVEMENT, INCLUDING BASE COURSE. DEMOLISH EXISTING SIDEWALK CONCRETE STANDARD DUTY SIDEWALK CONCRETE DEMOLITION NOTES ❑1 2' NIDE FULL DEPTH ASPHALT PAVEMENT REMOVAL, INCLUDING BASE COURSE. F2 DEMOLISH AND REMOVE EXISTING CURB / CURB AND GUTTER TO NEAREST JOINT. E3 DEMOLISH AND REMOVE EXISTING SIDEWALK CONCRETE TO NEAREST JOINT. R4 DEMOLISH AND REMOVE EXISTING CURB RAMP. PROTECTION NOTES 1 (394.22 TC) (30 89 El (393.86 LIP) 0" CURB JOIN EX. (393.97 LIP) STORM DRAIN INLET. <7> JOIN EX. EXISTING CURB & GUTTER. <a> 3 EXISTING JOINEX. OS PROTECT -IN-PLACE EXISTING TREE. ©PROTECT 93.92 FL ?p A 0" CURB (394.05 LIP) .. JOIN EX. O7 PROTECT -IN-PLACE EXISTING �! ® 394.51 TC (394.16 LIP) JOIN EX. (394.52 TC) 1 (394.21 L JOIN EX �I 3 JOIN EX. - IMPROVEMENT PLAN (0" CL f JOIN (i94 35 (394.75 _ n,_ JOIN EX. O 393.88 FS / 394.38 TC/ 393.99 FS ZO 394.49 TC 7 394.38 FS 394.88 TIC LEGEND CENTER LINE PROPERTY LINE GH GRADE BREAD LINE SAWCUT DEMOLISH EXISTING CURB / CURB AND GUTTER FULL DEPTH ASPHALT PAVEMENT REMOVAL, INCLUDING BASE COURSE. FULL DEPTH ASPHALT PAVEMENT, INCLUDING BASE COURSE. DEMOLISH EXISTING SIDEWALK CONCRETE STANDARD DUTY SIDEWALK CONCRETE DEMOLITION NOTES ❑1 2' NIDE FULL DEPTH ASPHALT PAVEMENT REMOVAL, INCLUDING BASE COURSE. F2 DEMOLISH AND REMOVE EXISTING CURB / CURB AND GUTTER TO NEAREST JOINT. E3 DEMOLISH AND REMOVE EXISTING SIDEWALK CONCRETE TO NEAREST JOINT. R4 DEMOLISH AND REMOVE EXISTING CURB RAMP. PROTECTION NOTES 1 PROTECT -IN-PLACE EXISTING LANDSCAPE, IRRIGATION LINES, DRIPS, VALVES AND ASSOCIATED EQUIPMENT O PROTECT -IN-PLACE EXISTING STORM DRAIN INLET. <7> PROTECT -IN-PLACE EXISTING CURB & GUTTER. <a> PROTECT -IN-PLACE EXISTING SIDEWALK. OS PROTECT -IN-PLACE EXISTING TREE. ©PROTECT -IN-PLACE EXISTING LIGHT POLE ELECTRICAL PULL BOX AND ELECTRICAL CONDUIT. O7 PROTECT -IN-PLACE EXISTING TRAFFIC LIGHT AND PULL BOX. ® PROTECT -IN-PLACE EXISTING ASPHALT PAVEMENT. CONSTRUCTION NOTES O1 INSTALL NEW CURB RAMP PER CALTRANS STANDARD PLAN A88A, SHEET C6.4. OINSTALL TYPE "A" CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD PLAN NO. ST -1, SHEET C6.4. OINSTALL 2.0' WIDE SECTION OF TYPE 3 ASPHALT CONCRETE PAVEMENT PER CITY OF 3 BAKERSFIELD STANDARD PLAN NO. ST -13, SHEET C6.4. CONTRACTOR TO ENSURE POSITIVE DRAINAGE IS MAINTAINED AS PART OF THESE IMPROVEMENTS. FIELD TEST BY SOILS ENGINEER OR CERTIFIED SOIL INSPECTOR SHALL BE COMPLETED TO VERIFY EXISTING TRAFFIC INDEX AND SECTION SELECTION. IF EXISTING SECTION IS MORE STRINGENT THAN THE SPECIFIED SECTION, MATCH EXISTING SECTION. OINSTALL SIDEWALK CONCRETE PAVEMENT PER CITY OF BAKERSFIELD STANDARD ST -5, SHEET C6.4. O5 INSTALL 6" RETAINING CURB PER CALTRANS STANDARD PLAN A88A, SHEET C6.4. — yNORTH GRAPHIC SCALE IN FEET 0 2.5 5 10 1" = 5, WHEN PRINTED AT FULL SIZE (24" X 36") CITY RECORDS NO. ISSUE DATE DESCRIPTION CIN OF BAKERSFIELD � ENGINEERS SEAL DHC- �� NC �� Kimley»-Horn, ��<_ P. POj '°2\ BEFORE ppn BEFORE DRAWN BY �� O`1' �, 765 THE CITY DRIVE. SUITE 200 DIAL e 6616D ORANGE. CA 92866 OFFSITE IMPROVEMENT C6.3 (714)939-1030 �� ? YOU DIG q YOU DIG CHECKED BY * * PREPARED R E DIRECT SUPERNSION OF: PLAN TOLL FREE PUBLIC SERVICE BOD -227-2600 TH s's'� c�'L. P�`' DATE. 6�1��zoi9 4025 CALIFORNIA AVE UNDERGROUND SERVICE ALERT RECOMMENDED JOHN POEfMM_ R.GE- NO. 96160 EXP. 12/31/20 BAKERSFIELD, CA 93309 X, C I E N !n U W, 0 L U a Y DIAL BEFORE ' yKPlU TglIo N(I TOLL FREE `I A PUBLIC UNDERGROUND B DIG ZOO DRAWN BY CHECKED BY TH RECOMMENDED ,Seine All _ 201R COHIftirric Department nsporta on All fl' iti Res ved r J, A# wok shah rnpfam to the app#kable sections of .Sea Note:7.: 20'.deep. NEOA'ened the Stmdad Specffrcatkv4 State of C>iitipoK 0wartmem! Gutter not !Morn £rpm+sior Pimm Just sec Note 7. �/� - u/ RETAINING CURB !F NECESSARY AT RETAINING CURB IF l a Gutter6m skull 11, Type'' curb and gutter s reprked an alt types of taad lienar ST-1.Sl--'T'-- -------------------- standard a I laud kal air =- Standard Qetai ST -112 K 56' -yr Min AND 0.47" Mex w Y n'w i M�K DIY iC\l r` fAM `- i - n OF SIDEWALK-. np pla�� - - betlttm pats IJ Type "C" art, may be pemilied by Me Cty fegimr SIDEWALK - Johf. i tla i II Y M Sobabm aro-And-Gine half Ade Mn4nwn Lot Site) Zone. pp pp tale_ Nin PND 092 Max' { 045E Ola lO o Mai aftm bsig motioned 3of'a offh" salnoiMed kitenecbans: SEE NOTE9 fib. Yax SIDEWALK i J IY 1 IILT *4A 5 Ware arki ill curb and guttas any, to be replaced, ner replaced, kwa Ma* Cwpbnatim*. r i y .� : Ri�N--af-.Way a0' SedeaniFym>as. crostnrct#n she# match extsMtg construction lades; % SSI: � 20• SIDEWALK 7, termite d m cmtoin aro adddiies anless Orb Indeed i rma 2RT RS'_ nev_._4, f max. s obtained Gan Ore txy Enpw. - 2OL_'t " i.5% compound canpying M seetkr 90-7010 of Me state CURBS & GUTTER ami NR*Mnat Plav I FRONT .-Iz �LS% aka , r Me Amahs of the man to be remwbucted 4el�w *A5' m m Ased shW4 mdass oMswise aknimd by Me City Epgnasm • EDGE OF L k5' an m wtrid and cotlector streets and m m toed streets Met are aanasetto sapods, haiMal. mmmrcue or ncfls aw aeos or an ' Oleadi directed by the CRy EapmN, 9antl5le NOTES; 1 A# wmkmm,sh 'aria masaios shalt eatfonn to the okGAk'W a E` -kin pont Mbr motEeist ships wnsert of prefo'med .sedans af the specrfmntiws &TIE ''Nat, of CoSfmnia, suets of drabk Mai campalmd Oaf amfmms to the RAISED TRUNCATED DOME 0wwb-t of Trmrgt HGUW,, ShasMWd *ecnccations; hreoRer f"P/a i$ of tM SMndond Specifications blown or Standard SpeNRcatiops; !wren! Cay egaaved eM'tim. A Sections 0 asietng sideamlk being rpNowd far repbceMi sem TO ACCOMPANY PLANS DATED 2 A current Mrset Pe R Assund by the O?fy of RokasAe'd be Moffat at Me #rafts of rmnawt as dis.'ted by MR, City Fngmsr. the section NOW femorad ,hall be a. main of AO' n Imgm, and 9.0% Moe 01. 9.0% AT CLmO AT Pud/c !6145 0enartimmt most accmpoo, 8th teak wrMn Me Glp Not-of-Waxwwwts slid# VIV with e.N'sting pmt w sae Jnr ,S'rytocdrvent 3 .FRONT I��" EDGE DF L "FRONT EDGE .#Kg: carlmm n denN and kratim to the sal ant ad4brg 3 S.ibgrork' she# be carslmchid has to grace and vola section Impprada+ts vales oMrwise aMscted _ SIDENALK and compaclod so 90i of it ownium dry det„dty as detmmkwif by Na CaanSkrothm vbwafk sfroN ba used et &tfdsecficns wad bus sF7ris NOTi$S ASTM D-1567Fora n dtptb of b',0' brew hep of subgrade. an m Meld and co#acm, streets and may be used at cut -de -sacs 4. Cardinale for a~ slim cmfmm Na Me ,sguiromeurls of erro knuckles on bco' street¢ A,# other uses of cambnolkvt sidmni SE C CASE Me Standard Specrficatkns jar mina" emdete )mfr,. amort are s,bpet to has gpfakd of Me Gly Eapnose eantant of 505 tb/air 4 Cmnaete .shat comm; na alG'Ows it. Any sanob inn how stand" I, FA ty,EX BY met ON, ,,it • ---9.0% Max SEE AT CURB �/l �/.� _ nl -n/T f dates, prior rg,pramt a obtaned Gan as city. Engineer. WE(eeims, hi ,mm' kmm Me Oy:Evenly N S tenor tame 5'tm be surfaced an Mn side placed Got to Me I.F. himma ns in ;kboack types most be wm;vd by Me AT CURB NTE 9 cmaete and shy be not fess thant,5" thio aNs besrg City En Ammer De{a 1 B. The. as } curb e romps Used in °eta I P tla Pat Inde TO s rcred .fans and sitgnme .drag be wettan n onsol ry 1J As s7dewmL crash RiAdY small eamWy cwrmpt Prr Prior M plocmnent of admen! rapkemmts for ADA. ,. 1' '.y SIDEWALK be tM same. Case A thirds,ph Case G curb r ps also may be used at b, Cmwela safoa'es .drat he tr'awded smooth, sit* and CASE A MAI gen a tight broare 9msA Mummaimy after Mashing sere CASE B c ax !FRONT EDGE I p:x ,ons ofed sbo#nanwaanfhwmappimDDSof STANDARD J ound commari to the Stand�,SpeiE.'aboms C:ondafe wrMce SW be keptaWwua mast myMe comop nrawd is oppttm COMBINATION SIDEWALK st smwF r 2. If Distance from cub +o UCck 4 sitlewalk is too Mri to ehovn 0 7, Elpmnsma DOLS Am be cmpsMxtad 61 ,00h sae of ern TUL stfuctleCS at ends of awb retia, meal at Oi nwx h iuwts. APS wlaas en � AT CIMS t accommodate ramp and 4'-2" platform flan0ing�Dai i case A' fNe s'deMaIk bantlepresaetl Ivng +utl'nDl ly n Lose B, w C D likelikenWarIsmasaial20' amig omaapmcialat10.01 EDF ST -5 irterm9s w* 025' deep scop marks at 50' ntaMs CALFORNA g' 6" EDGEFRONOFmaY ala vram PU@MC WORK$ OEPARnLENi m ZOO DRAWN BY CHECKED BY TH RECOMMENDED 20' R = a5' 1.5" �- R = Os' R - a5" a .d 'o TYPE A" TYPE 8" R = a5- 117" RadosN" C, i R - RS' E. R= a5' i0 I e Al ' A' • s . a . t2' ` '"GU77ER CS Y,latter only malKdl ides commit by Cay Engineer. 74' N TYPE "C" NOTES 201R COHIftirric Department nsporta on All fl' iti Res ved r J, A# wok shah rnpfam to the app#kable sections of fR WeadNvd pbe pats a cold plats AW be Costructed the Stmdad Specffrcatkv4 State of C>iitipoK 0wartmem! Gutter not !Morn of Timrwartofnri, opewomid Commit edtim, and the �/� - u/ RETAINING CURB !F NECESSARY AT RETAINING CURB IF nim can _ 11, Type'' curb and gutter s reprked an alt types of 1 5X 1 a I NECESSARY AT EDGE 0.45" Min AND 0.47" Mex Mar the svbywroa. M�K DIY U I EDGE OF SIDEWALK - n OF SIDEWALK-. np pla�� - - and shall be within 25' M 55' 5kbM IJ Type "C" art, may be pemilied by Me Cty fegimr SIDEWALK only Jr, Nabq'e Name Porus, and R-5--2501 (Reddsvi d II Y M Sobabm aro-And-Gine half Ade Mn4nwn Lot Site) Zone. pp pp tale_ Nin PND 092 Max' { 045E Ola lO o Mai aftm bsig motioned SEE NOTE9 fib. Yax SIDEWALK } M x J IY 1 IILT *4A 5 Ware arki ill curb and guttas any, to be replaced, ner replaced, Pavement sbm be soraut a mosimin of 20' ban the /h of the gutter BY as directed by the City Ergmem. crostnrct#n she# match extsMtg construction lades; % duetted by Me Cty Enow.. SIDEWALK 7, termite d m cmtoin aro adddiies anless Orb Indeed s obtained Gan Ore txy Enpw. " i.5% compound canpying M seetkr 90-7010 of Me state CURBS & GUTTER ami shumbare*arScntiays FRONT .-Iz �LS% Nal uox " Me Amahs of the man to be remwbucted 4el�w • EDGE OF L ' SIDEWALK) RAISED TRUNCATED DOME TO ACCOMPANY PLANS DATED 9.0% Moe 01. 9.0% AT CLmO AT CURB 3 .FRONT I��" EDGE DF L "FRONT EDGE _ SIDENALK -.�l-SEs TO 9 OF SIDEWALK NOTi$S SE C CASE 9.0% Ma%- • ---9.0% Max SEE AT CURB �/l �/.� _ nl -n/T f 1, pe ITe condlTlane aiClptev Coag A taros, h COae 4 urb be setl for ner stgllvt ns s m�lor tagthese ,Morn geto I A and N AT CURB NTE 9 _S T De{a 1 B. The. as } curb e romps Used in °eta I P tla Pat Inde TO SIDEWALK ,. 1' '.y SIDEWALK be tM same. Case A thirds,ph Case G curb r ps also may be used at G CASE A CASE B c ax !FRONT EDGE I p:x mid black ideation, as site conditions dictate. J i j OF SIDEWALK f9.0% Max �" � '� r 2. If Distance from cub +o UCck 4 sitlewalk is too Mri to ehovn 0 � AT CIMS t accommodate ramp and 4'-2" platform flan0ing�Dai i case A' fNe s'deMaIk bantlepresaetl Ivng +utl'nDl ly n Lose B, w C D g' 6" EDGEFRONOFmaY Ue wltlened s Lose D. m err •j0 TYp 1 5X' Yp a TYV SIOEWALKx 3. Wixn ramp ie located n center of rb return, crosawalk C smewALK Mai:' "l IDH can guratlon muai ba sIm'lOr to +tint shown for Detotl B. c N1E 9 I N SIDEWALK ( RETAINING 3$�,� LURB (BOTH 4. Ps sue •r ntl'{ dns tl,ctate, the heTalning V% pSEF 'r ,„° v ,;ASN. SICE] OF I Cura Sids ant tM flaraD side of tbe Caae G ramp !Holl be cons}ructetl in reversed poli T'on, m FRONT AT CURB, ° �' q l -q; flANP) P 5. If vacated an urve, the $1008 of the ramp head not be pvrallel, Wt +be mini mumawidth Df +M romp stall be 4'-2'. EWE OF SIDEWALK 9.02 Max 2 Nin RETAINING 4'-T' Min H SEE NOTE 9 SEE NOTE 9 J AT CURE CURB CUflO- E. Sice slope of romp, florae yy f r q fads a of 9.0% at m tars, b to conform with langlt dl al a'Dewolk elope 001acent to top of Tp i {be ramp, except Case C d Case F. ® I 6 r_ n pp••. EDGE CASE F RASE G LTM adjacent aurface8 at transition. t cure romps to walks, a ��- 0% )low 9.OY. PLANTINGi Ma y= G gutters, dna streets shall be at the 1-1. Z - AREA p Po ,_ See. Npte 4 AY' CUFB 88 AT CURB ----RETAINING CURtl Q (BOTH SIDES OF RAMP) ,GUrrEfl JO Hing gu B. Counter slopes Of I iters and road surfaces immedioteiy `-SEE TOP OF RAMP FLOWLINE \ 4'-2" Mirtrtpp�� odiucent to and within 24 inches of tbe auto Two snail not be a A 1^- 4''Y' MORE 9 ( ROUNDED) e teener than 1:24 ($.02). Gutter FOR ,tope eMn not exceed t" of 41A B SEE MOTE a� A dept fvr each 2 -0 of Nid+h v "' 9. ramps SM Ir nave deiecivare arming ie {etas TYp the full t deptUsed of i4' pwid A 4'-0" Vide detectable C -T /SASE I� CASE p CASE E SECTION Q -Q War e W y b* Ting surfcda may De used surdthface 4'ree v curb romp. y.ryy_N n ui his Standard Marnin Surfaces stall conform to tM requirements In int Standard svlatrlaDattma. r WHERE A FLARED SIDE currE RETAINING CARR OCCURS FLOWL[NE 1f NECEBIAGI 10. Sidewalk and r hall M 3i a" minimum. amp +biCkaP96, "T", 9 a _( PROVIDE 2'-a" Mln oP CURB TOP OF NAIIP ' 2 Min l 11, Dtih,. pull Ocxes, mnnhoteh .Cults ail o{her facilities ROUNDED �� utility w {h bo f OM hJ ronew y ownCurb ramp , u be relOca+etl o TO onF+r ti the pr p' to, air n Ccnlunv'i'onrwith, curb rump p C .� o� t SEE NOTE B 12 D t 1 bl nine surface may have be to How removal of .O g RAup a"' de l depth. er wn(le malntalnin9 full 001acioEle wornl.ng width � ?° 0 SECTION B B and � eFj Depress en+ _e s'tlewlk Be respired CD i SIDEWALK rrJ' RETAINING CURB® x IF NECESSARY GUTTER 1 may' /"a" ® 23" in AN 2.4" Mvx ��-j�g pp (1111. D `ORp1t4G FLOWLINE -1- ' -(ZT TO [ENTER e0.� SPACEN6 ® Q ® SIDEWALK q/ RAISED TRUNCATED DOME PATTERN (IN-LINE) SEE DETECTABLE WARNING SURFACE NOTE cyk SECTION C -C See Nota 9 WHERE A FLARED -- h- LIMIT OF PAY SIDEptC2- PROVIDE 2'-O CnaSiWALK IF PROVD 2" STATE OF CALIFORNIA DEPARTMENT OF THANSPORTAULGN Min of cDE ROUNDED CURB RAMP DETAILS KNOBS ALK IF PROVIDED _1 DETAIL A DETAIL B r NO SCALE SEE RSPAJULY5 RW RDATED JULY 2 2 02014S UN TYPICAL TWO -RAMP TYPICAL ONE -RAMP NOTE B RSPA88A DATED MARCH 2 1RSPSI AND DATED 19, ZG3AN' D CORNER INSTALLATION CORNER RETROFIT PAY LIMITS 2011 5121 of°THEASSTANNDARD INSTALLATION PAGE PLANS 0020, zolo. See Note T See Nu=as 1 and 3 E%Istldg curb and eiaewmk REVISED STANDARD PLAN RSP A88A 20' R = a5' 1.5" �- R = Os' R - a5" a .d 'o TYPE A" TYPE 8" R = a5- 117" RadosN" C, i R - RS' E. R= a5' i0 I e Al ' A' • s . a . t2' ` '"GU77ER CS Y,latter only malKdl ides commit by Cay Engineer. 74' N TYPE "C" NOTES J, A# wok shah rnpfam to the app#kable sections of fR WeadNvd pbe pats a cold plats AW be Costructed the Stmdad Specffrcatkv4 State of C>iitipoK 0wartmem! at 15' nterwr, Expmskn pnro Sha? be at each of Timrwartofnri, opewomid Commit edtim, and the side of stnactures and at aids at cwt whom, Waswng gaaem' notes 11, Type'' curb and gutter s reprked an alt types of 2 Subgiade phiambna Apr T)pe A, '; and 'C curbs sheets IWM another s claresdy pandtted by Me and guttas shad be cawbucted Hue to grade and cross CRy Ewh-.. Milan w,M compaction of 90R to a depth of 50' Mar the svbywroa. 12 T)pn A' Club and gutter is permitted only wore eppmwd a squired by the ay Engnea: 3 Concrete fa orb and gaiter shall fn pars 3 and shall be within 25' M 55' 5kbM IJ Type "C" art, may be pemilied by Me Cty fegimr only Jr, Nabq'e Name Porus, and R-5--2501 (Reddsvi d 4. Tabs forms slid# be Metal air the an Me side plead Sobabm aro-And-Gine half Ade Mn4nwn Lot Site) Zone. rrext to the canaete and sha? Trot be am than 1.5' Mai aftm bsig motioned 14. Permit b Curb and gutter construction stat? acanpmy, 5 Top and face ,liar be Gowaled srrooM, Mop giro, a laud wok. End Toe bud' that, 15. W. conatnaing new cwt and gutter, Me avishi g 5 Ware arki ill curb and guttas any, to be replaced, ner replaced, Pavement sbm be soraut a mosimin of 20' ban the /h of the gutter BY as directed by the City Ergmem. crostnrct#n she# match extsMtg construction lades; duetted by Me Cty Enow.. 7, termite d m cmtoin aro adddiies anless Orb Indeed s obtained Gan Ore txy Enpw. e Comets ohm be Cared WYl a whoa poseartled admg STANDARD m4. compound canpying M seetkr 90-7010 of Me state CURBS & GUTTER ami shumbare*arScntiays TYPES "A', a mus A Em'atWrg sact4as of Cu.di b and gulf! m be sowcmf at n8"• & wCw sir Me Amahs of the man to be remwbucted 4el�w -bi xNL Kimley»)Horn p �O�i KZ q 765 THE CITY DRIVE, SUITE 200 ORANGE, CA 92868 $61 B0 X s 1 (714) 939-1030 PREPARE U'N'Fr((f* THE DIRECT SUPERVISION OF: Os rn11F l l��YY%// DATE: 6/27 Standard curb & clutter Type J Arphdf Ovii NOTES 1. Pam$nmt shm be Type 3 osici concrete (AC) meetng The rquiromeehs of Section 39 of Me State of Garland, Department of TraLy+Wotkn, Standard .5kattiiourkars" ,ppnwd cumart eoltan unless otAmlrlre regared by The City £rgi er. 2 AggWate base slid/ be Can M agrewto base cmlaming to Section 25 of the State Standard jeopkafkas. J Standard aechims for all streets shat be desgned crsirg traffic kuleues n uccwdwrce riM Me provisions of Sectian 5312 of Me Subdvidpn and Engineerng Deagl Mwrud. 4. Sod /at Nota used if Me design calculation slim be Iwndhed by a sat tasting Jab ataxy amort to be signed and assed by a ikapsed mow.. 5 Mn4nlnn AG thickness M be 02' F0 3 Minima Aggregale Race k to be 014: E A safety factor of 02 Shan be 4*ed n poemisrat calculation, 0 / 4025 CALIFORNIA AVE BAKERSFIELD, CA 93309 R A cmpactmn of WX shal be !honed far a naltmom of 60" blow Me 0wadng Phone 414 Y shag be n cmfamapce we Me fmolsi tabk.- JO - SO 1.Y 55- 05 1.5 7.0 - 5.0 20 * R5 or man 25' A fa- AsphaR Poing Notes sea Stmpdrd Spadd P✓outians located n Me STMd"mdmon De* Mawd *SECTION SPECIFICATION: 4' PAVEMENT 8° AGGREGATE BASE 12' 051ING NATNE SOILS Y -DEPTH = 2.0' CITY OF BAKERSFIELD rq - _Uy CITY RECORDS NO. OFFSITE IMPROVEMENT DETAILS C6.4 I / d v c ----------------- CALIFORNIA — — — — — — — —C,LINIA AVE I cr---- --- W P F _ j (il — , x is1 a ) 1 l I 1y i } M iILINL L "� O jjj E E — '! Z7 Z7 ✓ `�� v - Y; &SINa CAM PROTOTYPE y $#i C':iI-IC BAKERSFIELD, CA _-- DOMESTIC WATER Wi INSTALL 1" IRRIGATION BACKFLOW PREVENTER. CONNECT TO EXISTING 1" IRRIGATION METER. W2 INSTALL 2" DOMESTIC BACKFLOW PREVENTER. CONNECT TO EXISTING 2" DOMESTIC METER. IRRIGATION POINT OF CONNECTION. REFER TO LANDSCAPE PLANS FOR CONTINUATION. W4 INSTALL 2" PVC SCH. 80 DOMESTIC WATER PIPE. BEDDING AND TRENCHING PER DETAIL 4, SHEET C8.1. OBUILDING POINT OF CONNECTION (5 -FT FROM BUILDING FACE). REFER TO PLUMBING PLANS W5 FOR CONTINUATION. W6 INSTALL 1 (EA) J" HOT AND 1(EA) J" COLD WATER LINE TO HOSE BIB IN TRASH ENCLOSURE. REFER TO MEP PLANS FOR MORE INFORMATION. }-� FIRE WATER S,-1 Fi INSTALL NEW 6" DOUBLE DETECTOR CHECK VALVE WITH FIRE DEPARTMENT CONNECTION. CONNECT TO EXISTING SERVICE. INSTALL 6" PVC C-900, CLASS 150, FIRE WATER LINE. BEDDING AND TRENCHING PER DETAIL 4, SHEET C8.1 F3 INSTALL LINE SIZE PVC -900, CLASS 150, 90' BEND WITH THRUST BLOCK. F4 INSTALL LINE SIZE PVC -900, CLASS 150, 45' BEND WITH THRUST BLOCK. F5 BUILDING POINT OF CONNECTION (5 -FT FROM BUILDING FACE). REFER TO PLUMBING PLANS FOR CONTINUATION. SANITARY SEWER FF -396.33 Z7 ,t ) t .396.18 RIM S4 S5PAD=395._ S 1 \ 393.83 INV 91 Z6 396.19 RIM S4 S5 Z6 -F -- y> 393.33 INV; 1 - '- — \ zs `Y4vv � F 1i`n Iri` )ZDETAIL ' Z8 1 HEREON. W7 U - Z2 , 395.53 RIM * \ •cO `O' Y Y t N o, E - 0 0 D�� l DIAL o TWO'WORKII BEFORE DAYS BEF01 YOU DIG YOU DIG TOLL FREE 1-800-227-26 A PUBLIC SERMCE BY UNDERGROUND SERVICE ALERT 3 5.5 RIM ° 388.51 INV S4 ( 1 ' 1 i F4 F2 S1 387.10 INV IN\ \ i 387.15 \ SS" 387.07 I 395.11 RIM `z \ 386.19 IN kilo DRAWN BY JP CHECKED BY TH RECOMMENDED CONNECT TO EXISTING SEWER MAN HOLE. CONTRACTOR TO POTHOLE AND VERIFY LOCATION S1 OF EXISTING LINE PRIOR TO TRENCHING AND SEWER INSTALLATION. IF DISCREPANCIES ARE FOUND, NOTIFY ENGINEER FOR FURTHER DIRECTION. S2 INSTALL 4" SDR -35 PVC SEWER AT MINIMUM 2% SLOPE. BEDDING AND TRENCHING PER DETAIL 4, SHEET C8.1. S3 INSTALL 6" SDR 35 PVC SEWER AT MINIMUM 2% SLOPE. BEDDING AND TRENCHING PER DETAIL 4, SHEET C8.1. S4 INSTALL SEWER CLEANOUT. PER DETAIL 1, SHEET C8.1 S5 BUILDING POINT OF CONNECTION. REFER TO PLUMBING SHEET P1.1 FOR CONTINUATION. S6 INSTALL JENSEN PRECAST 1500 GAL. GREASE INTERCEPTOR. REFER TO PLUMBING SHEET P4.1 FOR MORE INFORMATION. S7 GREASE WASTE LINE POINT OF CONNECTION AT TRASH ENCLOSURE. S8 INSTALL JENSEN PRECAST SAMPLE BOX. REFER TO PLUMBING SHEET P4.1 FOR MORE INFORMATION. OINSTALL DRAIN IN TRASH ENCLOSURE. REFER TO ARCHITECTURAL SHEET A00.1 FOR MORE 59 INFORMATION. MEP NOTE: MEP SITE UTILITIES ARE SHOWN FOR REFERENCE ONLY. REFER TO MEP DRAWINGS AND SPECS FOR MORE INFORMATION. SHOWN FOR COORDINATION PURPOSES ONLY. Z1 CONNECT TO EXISTING TRANSFORMER. Z2 PROPOSED SECONDARY ELECTRICAL CONDUIT. Z3 CONNECT TO EXISTING GAS LATERAL. FINAL POINT OF CONNECTION TO BE COORDINATED WITH SOUTHERN CALIFORNIA GAS. Z4 PROPOSED GAS PIPE. ZS PROPOSED GAS METER. REFER TO PLUMBING SHEET P3.1 FOR CONTINUATION. Z6 BUILDING POINT OF CONNECTION FOR ELECTRICAL SWITCH GEAR. REFER TO ELECTRICAL PLANS FOR CONTINUATION. Z7 PROPOSED SECONDARY ELECTRICAL CONDUIT FOR FUTURE EV CHARGING STATION. REFER TO ELECTRICAL PLANS FOR MORE INFORMATION. Z8 PROPOSED SECONDARY ELECTRICAL CONDUIT FOR TRASH COMPACTOR AT TRASH ENCLOSURE. REFER TO ELECTRICAL PLANS FOR MORE INFORMATION. Z9 CONNECT TO EXISTING TELECOMMUNICATION BOX. PROPOSED TELECOMMUNICATION CONDUIT. COORDINATE INSTALLATION AND FINAL ROUTING WITH LOCAL PURVEYOR. �- S2395.80 RIM 392.43 1111 \/ ENGINEERS SEAL Q Kimley* Horn 765 THE CITY DRIVE, SUITE 200 u? ORANGE, CA 92868 (714) 939-1030 PREPARED E E DIRECT SUPERVISION OF: \ TgTf , "". \ Oc "m WO "'71ll1WNT" DATE: 6/17/2101-q LEGEND — CENTER LINE — — — PROPERTY LINE — — — — — — EASEMENT LINE ® ® ® APPROXIMATE CIVIL LIMIT OF WORK LINE SS PROPOSED SANITARY SEWER PIPE G -W PROPOSED GREASE WASTE PIPE SO PROPOSED STORM DRAIN PIPE W PROPOSED WATER PIPE FW PROPOSED FIRE WATER PIPE PROPOSED GAS PIPE —E—E— PROPOSED SECONDARY ELECTRICAL CONDUIT T PROPOSED TELECOMMUNICATION CONDUIT —SS-- EXISTING SANITARY SEWER PIPE --SD-- EXISTING STORM DRAIN PIPE Yi EXISTING WATER PIPE - F'W V s EXISTING GAS PIPE - - --E -- EXISTING SECONDARY ELECTRICAL CONDUIT - --T--- -- EXISTING TELECOMMUNICATION CONDUIT ` ----------------- CALIFORNIA — — — — — — — —C,LINIA AVE I cr---- --- W P F _ j (il — , x is1 a ) 1 l I 1y i } M iILINL L "� O jjj E E — '! Z7 Z7 ✓ `�� v - Y; &SINa CAM PROTOTYPE y $#i C':iI-IC BAKERSFIELD, CA _-- DOMESTIC WATER Wi INSTALL 1" IRRIGATION BACKFLOW PREVENTER. CONNECT TO EXISTING 1" IRRIGATION METER. W2 INSTALL 2" DOMESTIC BACKFLOW PREVENTER. CONNECT TO EXISTING 2" DOMESTIC METER. IRRIGATION POINT OF CONNECTION. REFER TO LANDSCAPE PLANS FOR CONTINUATION. W4 INSTALL 2" PVC SCH. 80 DOMESTIC WATER PIPE. BEDDING AND TRENCHING PER DETAIL 4, SHEET C8.1. OBUILDING POINT OF CONNECTION (5 -FT FROM BUILDING FACE). REFER TO PLUMBING PLANS W5 FOR CONTINUATION. W6 INSTALL 1 (EA) J" HOT AND 1(EA) J" COLD WATER LINE TO HOSE BIB IN TRASH ENCLOSURE. REFER TO MEP PLANS FOR MORE INFORMATION. }-� FIRE WATER S,-1 Fi INSTALL NEW 6" DOUBLE DETECTOR CHECK VALVE WITH FIRE DEPARTMENT CONNECTION. CONNECT TO EXISTING SERVICE. INSTALL 6" PVC C-900, CLASS 150, FIRE WATER LINE. BEDDING AND TRENCHING PER DETAIL 4, SHEET C8.1 F3 INSTALL LINE SIZE PVC -900, CLASS 150, 90' BEND WITH THRUST BLOCK. F4 INSTALL LINE SIZE PVC -900, CLASS 150, 45' BEND WITH THRUST BLOCK. F5 BUILDING POINT OF CONNECTION (5 -FT FROM BUILDING FACE). REFER TO PLUMBING PLANS FOR CONTINUATION. SANITARY SEWER FF -396.33 Z7 ,t ) t .396.18 RIM S4 S5PAD=395._ S 1 \ 393.83 INV 91 Z6 396.19 RIM S4 S5 Z6 -F -- y> 393.33 INV; 1 - '- — \ zs `Y4vv � F 1i`n Iri` )ZDETAIL ' Z8 1 HEREON. W7 U - Z2 , 395.53 RIM * \ •cO `O' Y Y t N o, E - 0 0 D�� l DIAL o TWO'WORKII BEFORE DAYS BEF01 YOU DIG YOU DIG TOLL FREE 1-800-227-26 A PUBLIC SERMCE BY UNDERGROUND SERVICE ALERT 3 5.5 RIM ° 388.51 INV S4 ( 1 ' 1 i F4 F2 S1 387.10 INV IN\ \ i 387.15 \ SS" 387.07 I 395.11 RIM `z \ 386.19 IN kilo DRAWN BY JP CHECKED BY TH RECOMMENDED CONNECT TO EXISTING SEWER MAN HOLE. CONTRACTOR TO POTHOLE AND VERIFY LOCATION S1 OF EXISTING LINE PRIOR TO TRENCHING AND SEWER INSTALLATION. IF DISCREPANCIES ARE FOUND, NOTIFY ENGINEER FOR FURTHER DIRECTION. S2 INSTALL 4" SDR -35 PVC SEWER AT MINIMUM 2% SLOPE. BEDDING AND TRENCHING PER DETAIL 4, SHEET C8.1. S3 INSTALL 6" SDR 35 PVC SEWER AT MINIMUM 2% SLOPE. BEDDING AND TRENCHING PER DETAIL 4, SHEET C8.1. S4 INSTALL SEWER CLEANOUT. PER DETAIL 1, SHEET C8.1 S5 BUILDING POINT OF CONNECTION. REFER TO PLUMBING SHEET P1.1 FOR CONTINUATION. S6 INSTALL JENSEN PRECAST 1500 GAL. GREASE INTERCEPTOR. REFER TO PLUMBING SHEET P4.1 FOR MORE INFORMATION. S7 GREASE WASTE LINE POINT OF CONNECTION AT TRASH ENCLOSURE. S8 INSTALL JENSEN PRECAST SAMPLE BOX. REFER TO PLUMBING SHEET P4.1 FOR MORE INFORMATION. OINSTALL DRAIN IN TRASH ENCLOSURE. REFER TO ARCHITECTURAL SHEET A00.1 FOR MORE 59 INFORMATION. MEP NOTE: MEP SITE UTILITIES ARE SHOWN FOR REFERENCE ONLY. REFER TO MEP DRAWINGS AND SPECS FOR MORE INFORMATION. SHOWN FOR COORDINATION PURPOSES ONLY. Z1 CONNECT TO EXISTING TRANSFORMER. Z2 PROPOSED SECONDARY ELECTRICAL CONDUIT. Z3 CONNECT TO EXISTING GAS LATERAL. FINAL POINT OF CONNECTION TO BE COORDINATED WITH SOUTHERN CALIFORNIA GAS. Z4 PROPOSED GAS PIPE. ZS PROPOSED GAS METER. REFER TO PLUMBING SHEET P3.1 FOR CONTINUATION. Z6 BUILDING POINT OF CONNECTION FOR ELECTRICAL SWITCH GEAR. REFER TO ELECTRICAL PLANS FOR CONTINUATION. Z7 PROPOSED SECONDARY ELECTRICAL CONDUIT FOR FUTURE EV CHARGING STATION. REFER TO ELECTRICAL PLANS FOR MORE INFORMATION. Z8 PROPOSED SECONDARY ELECTRICAL CONDUIT FOR TRASH COMPACTOR AT TRASH ENCLOSURE. REFER TO ELECTRICAL PLANS FOR MORE INFORMATION. Z9 CONNECT TO EXISTING TELECOMMUNICATION BOX. PROPOSED TELECOMMUNICATION CONDUIT. COORDINATE INSTALLATION AND FINAL ROUTING WITH LOCAL PURVEYOR. �- S2395.80 RIM 392.43 1111 \/ ENGINEERS SEAL Q Kimley* Horn 765 THE CITY DRIVE, SUITE 200 u? ORANGE, CA 92868 (714) 939-1030 PREPARED E E DIRECT SUPERVISION OF: \ TgTf , "". \ Oc "m WO "'71ll1WNT" DATE: 6/17/2101-q LEGEND — CENTER LINE — — — PROPERTY LINE — — — — — — EASEMENT LINE ® ® ® APPROXIMATE CIVIL LIMIT OF WORK LINE SS PROPOSED SANITARY SEWER PIPE G -W PROPOSED GREASE WASTE PIPE SO PROPOSED STORM DRAIN PIPE W PROPOSED WATER PIPE FW PROPOSED FIRE WATER PIPE PROPOSED GAS PIPE —E—E— PROPOSED SECONDARY ELECTRICAL CONDUIT T PROPOSED TELECOMMUNICATION CONDUIT —SS-- EXISTING SANITARY SEWER PIPE --SD-- EXISTING STORM DRAIN PIPE Yi EXISTING WATER PIPE - F'W EXISTING FIRE WATER PIPE - - --G-- EXISTING GAS PIPE - - --E -- EXISTING SECONDARY ELECTRICAL CONDUIT - --T--- -- EXISTING TELECOMMUNICATION CONDUIT ` PROPOSED POINT OF CONNECTION (® BLDG) h PROPOSED POINT OF CONNECTION (TO EXISTING) PROPOSED IRRIGATION / DOMESTIC BACKFLOW ® PREVENTER ® PROPOSED FIRE BACKFLOW PREVENTER PROPOSED BEND WITH THRUST BLOCK EXISTING UTILITY NOTE THE EXISTING UTILITIES SHOWN ON THE PLAN ARE BASED ON AVAILABLE RECORDS. THE CONTRACTOR MUST FIELD DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION. REPORT DISCREPANCIES AND POTENTIAL CONFLICTS WITH PROPOSED UTILITIES TO ENGINEER PRIOR TO INSTALLATION OF ANY PIPING. S8 S4 84 RIM SS ul 392.37 NV 54 I (-19)—f3 \ 396 234 u: \` T Z2 m S2 396.24 RIM • �� 7L _ 1 �5 • .. ., . Z8 GRATE DETAIL 1 1" = 10' WHEN PRINTED AT FULL SIZE (24" X 36") m — 4025 CALIFORNIA AVE BAKERSFIELD, CA 93309 _i i2 RIM 6 INV CrrY OF BAKERSFIELD UTILITY PLAN (FOR REFERENCE ONLY) NORTH GRAPHIC SCALE IN FEET 0 10 20 40 1' = 20' WHEN PRINTED AT FULL SIZE (24" X 36") � -ag� CITY RECORDS NO. C7.0 0m` PROPOSED PAVEMENT PER PLAN 1/2' R 6„ 110)94. •• RFKUHustU PAVEMENT PER PLAN 1, CONCRETE SHALL BE 2500 PSI. N.T.S. 2, ISOLATION JOINTS SHALL BE PLACED ONLY AS SPECIFIED 3. CONTRACTION JOINTS CONSISTING OF 1" DEEP SCORES 3 SHALL BE PLACED AT 15' INTERVALS O.C. 4. WHERE A WALK IS ADJACENT TO THE CURB THE JOINTS OA SHALL ALIGN WITH JOINTS IN THE WALK. 0'-4" N.T.S. WIDTH SITE PLAN jL N.T.S. ADA LOGO STRIPING DETAIL LOCATED AT EDGE OF PARKING SPACE (PER CBC SECTION 11B-5026.4) N.T.S. v v N.T.S. NOTES: CHECKED BYTH 1. ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF SIDEWALK E THESE PLANS SHALL COMPLY WITH THE LOCAL, STATE, AND CONCRETE 3 FEDERAL REGULATIONS WHICHEVER ARE MORE STRINGENT. a c� 2, CURB RAMPS SHALL HAVE A DETECTABLE WARNING % EXTENDING THE FULL WIDTH OF THE CURB RAMP AND 3' OA 0'-3" DEEP. GROOVED SURFACES ON OUTDOOR CURB RAMPS ARE 0'-4" DIAL NOT PERMITTED. VERIFY LOCAL REQUIREMENTS WITH THE 0-4" BEFORE BUILDING DEPARTMENT. REFER TO TRUNCATED DOMES 0'-4" `YOU Zf?3 DETAIL AND REQUIREMENTS IN THE CALIFORNIA BUILDING TOLL FREE o'-10" CODE.°o 3. PARALLEL CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDING 36" DEEP ALONG THE FLUSH TRANSITION BETWEEN STREET AND SIDEWALK. REFER TO --- TRUNCATED DOMES DETAIL SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A 4. PUBLIC PUBLIC RIGHT- OF -WAY, IN ABSENCE OF LOCAL ROADWAY MjN DETECTABLE WARNING (SEE NOTE 2) J GUIDELINES, SHALL MEET OR EXCEED LOCAL REGULATIONS. 5. CURB RAMP SURFACES (FLARES AND RAMP) SHALL HAVE A DIFFERENT TEXTURE FROM THE SURROUNDING PAVEMENT. b 6. CURB RAMPS SHALL BE CONCRETE WITH STRENGTH OF 2% MAX CROSS SLOPE AND ' 2500 PSI. 5% MAX RUNNING SLOPE 7. INSTALL 1/4" EXPANSION JOINT FILLER MATERIAL BETWEEN A NEW CURB RAMP AND THE EXISTING SIDEWALKS. TRANSITION VALLEY GUTTER To MEET ADA REQUIREMENTS. BEGIN TRANSITION r 8. WATER PONDING WITHIN THE CURB RAMP LIMITS IS NOT AS NECESSARY TO MAINTAIN FLOW y r ALLOWED. LINE THROUGH THE TRANSITION AREA. i - 9. NO GRADE BREAK IS ALLOWED ALONG THE RAMP SURFACE. Y v v JP F CHECKED BYTH 0 r `m SIDEWALK E � CONCRETE 3 CONCRETE a c� PAVEMENT DHI,- OA 0'-3" 0'-3" 0'-4" DIAL © 0-4" BEFORE 0-0 0'-4" `YOU Zf?3 0'-1D" TOLL FREE o'-10" A BY LANDING LANDING SEE PLAN FOR PARKING/SIDEWALK INTERFACE VAN LETTERING WILL NOT BE PAINTED. ONLY FOR USED FOR REFERENCE PARKING BY DISABLED PERMIT ONLY (SEE ACCESSIBLE SIGN DETAIL 2, SHEET C5.2). ADA PARKING SYMBOL, SEE DETAIL (3) 6" CHEVRONS 36" O.C. ALL BE PAINTED ON THE AND UNLOADING ACCESS INTED N WHITE LETTERS AND LOCATED SO THAT ENFORCFMFNT OMC.IAIS_ w @ Q o n © 0 Q M LTy T O 1w, (Do 35 0.45" BLUE STRIPE AT T0P COATS TYP. 1.20" 0.9" _ AT BASE x TRUNCATED DOME PLANS--�oN tl' tl TRUNCATED DOME SECTION NOTES: 1. CONTRACTOR TO REFERENCE MANUFACTURERS GUIDELINES FOR INSTALLATION OF TRUNCATED DOMES. 2. COLOR TO BE YELLOW UNLESS NOTED OTHERWISE TRUNCATED DOMES 8 �� N.T.S. i 1 DETEIQI.E WARNING LANDING 50 OTE 2) �� O L7. SF' \ Gv� TRANSITION VALLEY GUTTER TO MEET ADA REQUIREMENTS. BEGIN TRANSITION AS\ 1 /, NECESSARY TO MAINTAIN FLOW ONE THROUGH�\� THE TRANSITION AREA. /N �p`�C'� 2%MAX CROSS E AND 5% MAX RNNG SLOPE 1 J MODIFIED DIAGONAL/N-LINE CURB RAMP 10, CROSS SLOPE OF THE CURB RAMP SURFACE SHALL BE DIAGONAL CURB RAMP DETECTABLE WARNII LESS THAN 27. (SEE NOTE 2) 11. TRANSITION CHANGE IN ELEVATION IS NOT TO EXCEED 1/2" WITHIN AN ACCESSIBLE ROUTE. TRANSITION VALLEY GUTTER TO MEET ADA BEGIN TRANSITION AS NECESSARY TO MAIN ACCESSIBLE CURB RAMP DETAIL THROUGH THE TR N.T.S DESCRIPTION NC Qac: s1 DRAWN BY JP L86160 CHECKED BYTH ASPHALT 2% MAX CROSS SLOPE AND 5% MAX RUNNING SLOPE IN-LINE CURB RAMP Kimley>» Horn 765 THE CITY DRIVE, SUITE 200 ORANGE, CA 92868 (714)939-1030 REPARE NDER THE DIRECT SUPERVISION OF: DATE: 6/17/2019 OHN POL , 942 R.C.E. NO. 86160 EXP. 12/31/20 N.T.S. " EXPANSION JOINT W/ J" TOOLED #4 BARS ® 18" O.C. CHAMFERED EDGE 2 EACH #4 HEAVY DUTY BAR AT EDGE CONCRETE PAVEMENT PAVEMENT WITH BROOM FINISH PER PLAN PER PLAN , zo,<� Y GO PER PLAN 1" BATTER 4r(. 1/2" R �r r 3" 3" 3" SEE DETAIL 1 HEREON ,a. ® FOR BASE AND 9.1 SUBGRADE PREPARATION. #4 BARS 18" O.C. NOTES: 1. SEE DETAIL 1 HEREON FOR ADDITIONAL INFORMATION. 2. ISOLATION JOINTS, CONSTRUCTION JOINTS, AND CONTROL JOINTS SHALL BE PLACED ONLY AS SPECIFIED NOTE: UUN N.T.S. CONCRETE SHALL BE 3000 PSI. EY GUTTER 1/2" R /2" R. 1/2" R CURB PER DETAIL 4 HEREON /2" R NOTES: 1. CONCRETE SHALL BE 2500 PSI. 2. ISOLATION JOINTS SHALL BE PLACED ONLY AS SPECIFIED 3. CONTRACTION JOINTS CONSISTING OF 1" DEEP SCORES SHALL BE PLACED AT 15' INTERVALS O.C. 4. WHERE A WALK IS ADJACENT TO THE CURB THE JOINTS SHALL ALIGN WITH JOINTS IN THE WALK. CONCRETE CHANNEL GUTTER N.T.S. LANDSCAPE WHERE SHOWN SIDEWALK WHERE SHOWN 6" HEIGHT PER 1/2" R ~�I 1" R PLAN PROPOSED PAVEMENT \ \` PER PLAN ! \ SUBGRADE g" COMPACTION PER PLAN NOTES: 1. CONCRETE SHALL BE 2500 PSI. 2. ISOLATION JOINTS SHALL BE PLACED ONLY AS SPECIFIED 3. CONTRACTION JOINTS CONSISTING OF 1" DEEP SCORES SHALL BE PLACED AT 15' INTERVALS O.C. 4. WHERE A WALK IS ADJACENT TO THE CURB THE JOINTS SHALL ALIGN WITH JOINTS IN THE WALK. N.T.S. e ' 4025 CALIFORNIA AVE BAKERSFIELD, CA 93309 1 I 'SEE DETAIL 1 HEREON FOR BASE AND SUBGRADE PREPARATION. NOTES: 1. APPROVED BONDING AGENT SHALL BE APPLIED AT CONSTRUCTION JOINT. 2. SEE DETAIL 1 FOR PAVEMENT SECTION AND THICKNESS (t). 3. DETAIL APPLIES AT ALL SIDEWALK EDGE CONDITIONS AND PAVEMENT TRANSITIONS THICKENED EDGE �1 N.T.S. L % NOTES: 1. CONTRACTOR SHALL CONFIRM THESE PAVEMENT SECTIONS WITH THE GEOTECHNICAL REPORT BY TERRACON, MARCH 14, 2019. 2, MATCH EXISTING PAVEMENT SECTION IF MORE STRINGENT THAN SECTION PER THIS DETAIL 3. CONTRACTOR TO PROVIDE R -VALUE OF COMPACT SUBGRADE TO ENGINEER PRIOR TO PAVEMENT OPERATIONS, IN ORDER TO MAKE ANY NECESSAF ADJUSTMENTS TO THE PAVEMENT SECTION. 4. ALL TREAD SURFACES SHALL BE SLIP -RESISTANT. 5. REFER TO ARCHITECTURAL PLANS FOR COLOR, TEXTURE, PATTERN AND FINISH. 6. SEE DETAIL 2 FOR THICKENED EDGE DETAIL AT Al EDGE CONDITIONS - OA C2-PG64-10 ASPHALTIC PAVEMENT, 4,250 PSI HEAVY DUN PORTLAND CEMENT CONCRETE OR 2,500 PSI STANDARD DUN TYPE 1 PORTLAND CEMENT CONCRETE. OCLASS II CRUSHED MISCELLANEOUS BASE COMPACTED TO 95% MAXIMUM DRY DENSITY BASED ON ASTM D1557-07 TEST METHOD OR CLASS 2 AGGREGATE BASE COMPACTED TO 95% OF THE MATERIAL'S ASTM D-1557 MAXIMUM DRY DENSITY. O SUBGRADE SCARIFIED AND RECOMPACTED TO 95% MAXIMUM DRY DENSITY BASED ON ASTM D1557-07 TEST METHOD CITY OF BAKERSFIELD CONSTRUCTION DETAILS CITY RECORDS NO. CV.O STANDARD DUTY HEAVY DUTY STANDARD DUTY HEAVY DUTY ASPHALT ASPHALT SIDEWALK CONCRETE CONCRETE CONCRETE CONCRETE PAVEMENT PAVEMENT PAVEMENT OA 0'-3" 0'-3" 0'-4" 0'-6" © 0-4" 0-6" 0-0 0'-4" © 0'-1D" 0'-10" o'-10" 0'-10" CITY OF BAKERSFIELD CONSTRUCTION DETAILS CITY RECORDS NO. CV.O W s rn i0. Is \�\LJH� T/}T �Tt"IRT ISSUE DATE DESCRIPTION J\�J/SII /�/��\e CII�'��;,I �O'WOS DRAWN BYNC DIAL TWO WORKING ip BEFORE OA75 BEFORE YOU 04G YOU DIG CHECKED BY TOLL FREE 1-800-227-2600 TH A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT wrrnuurunrn PROVIDE AND INSTALL 3-1"0 POINTED STEEL PINS X 18" LONG 77 3.0' 4-#4X5'-9" FOR 3' WHEELSTOP SCREED FINISH BOTTOM. ALL OTHER SURFACES TO BE FROM FINISH N.T.S. 6" X 4" ROOF DOWNSPOUT. REFER ^'1 TO ARCHITECTURAL DRAWINGS FOR// MORE INFORMATION/ INSTALL 6" X 4" X 4 DOWNSPOUT ADAPTER 4" PVC STORM DRAIN 90' BEND. 4" PVC STORM DRAIN PIPE. LANDSCAPE -PROPOSED CURB NOTES: 1. REFER TO IRRIGATION PLANS FOR ADDITIONAL WEEP HOLE LOCATIONS. THI PROPOSED AC, MATCH EXISTING PAVEMENT SEC12TI011 12" PAVEMENT SECTION 3 0 FILL MATERIAL-- BEDDING-- UNDISTURBED ATERIALBEDDINGUNDISTURBED TRENCH BED \ or " MIN SHAPE TO FIT PIPE AND OVER—EXCAVATE d/2 THOROUGHLY COMPACT UNDER 12" AND PIPE. SEE NOTE 1. RE—COMPACT BEDDING: CLEAN COARSE SAND FILL MATERIAL: NATIVE MATERIAL — MAXIMUM SIZE NOT TO EXCEED 1 1/2" COVER: 36" MINIMUM, OR MINIMUM OF AGENCY HAVING JURISDICTION NOTE 1: EXCAVATE FOR BELLS OR HUBS SO FULL LOAD IS CARRIED BY PIPE BARRELS. NOTE 2: REFER TO THE EARTHWORK SECTION IN GEOTECHNICAL REPORT FOR BEDDING RECOMMENDATIONS N.T.S. R�`LAL D P Kimley»)Horn p. p 4fp+yy°° 765 THE CITY DRIVE, SUITE 200 O m1 X ORANGE, CA 92868 86160 z' (714) 939-1030 * ClVll PREPARED N R IRECT SUPERVISION OF: O`4� Gia, .e i/ DATE: 6/1 CONC. COLLAR MAY BE SQUARE OR CIRC PLAN VIEW CONCRETE BASE AND WALL SUPPORT FOR TRAFFIC LOAD CONDITIONS N.T.S. LANDSCAPE PER PLAN CURB /CURB AND GUTTER PER PLAN. y' 12° WIDE CONCRETE SIDEWALK SECTION PER DETAIL 1, SHEET C8.0 3" PVC DRAINAGE SLEEVE. 3" TO 4" PVC ADAPTER. CONTRACTOR TO ENSURE PVC IN PLACE PRIOR TO PLACEMENT CONCRETE FOR BUILDING PERIMETER SIDEWALK. 4" PERFORATED PIPE WRAPPED IN GEOSYNTHETIC SOCK OR FABRIC, SEE ARCHITECTURAL PLANS FOR MORE INFORMATION. 1\ SECTION B -B e ' AMd 4025 CALIFORNIA AVE BAKERSFIELD, CA 93309 FINISH FLOOR SLAB/FOOTING CONTINUOUS GALVANIZED METAL SHIELD EXTENDED 12" BELOW FINISH FLOOR — SET IN CONT. MASTIC AT CONCRETE FOOTING, REFER TO ARCHITECTURAL PLANS FOR MORE INFORMATION PEA GRAVEL. SEE ARCHITECTURAL J// PLANS FOR MORE INFORMATION. rlz7"� T` M ��lZ NOTES: 1. REFER TO IRRIGATION PLANS FOR ADDITIONAL WEEP HOLE LOCATIONS. N.T.S. CLEANOUT FRAME & COVER PER ALHAMBRA FOUNDRY CO, PRODUCT NO.A-1241 OR APPROVED EQUAL CONC. BASE AND WALL SUPPORT FOR TRAFFIC LOAD CONDITION B z g MAIN PIPE FLOW .I INVERT ELEV. PER PLAN - UNDISTURBED RISER SHALL BE THE SAME AS MAIN PIPE DIAMETER BUT NOT LARGER THAN 6" a, o INSTALL CAP &SEAL IF TERMINAL CLEANOUT. INSTALL _. PIPE IF IN-LINE CLEANOUT z �z SECTION A -A CITY OF BAKERSFIELD CONSTRUCTION DETAILS o v CITY RECORDS NO. C8.1