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HomeMy WebLinkAbout6.9-289U 0 0 .r_ 3 o C, a� U �C 0 N U :o J U O En %, N a C 0 E a rn in E Y 0 0 N o a D ° ° > 0 z ° 0 N UJ c W s rn > 3 0 U c J 3 > a o z C � a Q) Cj _F_ <<. N >� o i U 0 U cn C O 1-1 D _ 0 a U c 3 0 W i I i a Q U � n to y -0 r�q o N T 88 e ° +� y a� to - co co o L a� 0 a E M N I ° ON 0 ° N CF 0 � L rn � U c c a o° C: c .0 c -o C) ° >a W0 C 0 J o I Q a 0 �3 L t a� o E .; C u E 0, 6 U O 3 _0 C) N L L o PROJECT TEAM DUNKIN DONUTS CONTACT SURVEYOR ARCHITECT MATT HIGGINS, DIRECTOR WILEY D. HUGHES JAMES S. BICKEL, J.R. 610 NEWPORT CENTER DR, STE 1520 WILEY D. HUGHES, SURVEYING BICKEL GROUP ARCHITECTURE NEWPORT BEACH, CA 92660 218 SOUTH "H" STREET, STE 203 3600 BIRCH STREET, SUITE 120 (714) 925-0743 (CELL) BAKERSFIELD, CA 93304 NEWPORT BEACH, CA 9260 MATTOFRONTIERRELCOM (661) 834-1492 (949) 757-0411 833 (661) 834-1529 FAX I � 3 OWNER CONTACT CPREWITTODPSIINC.COM Uj ALEX OSINSKI S.F. SID[- WALK CONCRETE REMOVAL 1800 23RD STREET LLC CIVIL ENGINEER 23RD ST 23727 HAWTHORNE BLVD, STE 100 JOHN POLLOCK, PE FULL DEPTH ASPHALT REMOVAL TORRANCE, CA 90505 KIMLEY-HORN AND ASSOCIATES, FULL DEPTH ASPHALT REPLACEMENT (949) 800-8997 OFFICE INC. LANDSCAPE REMOVAL. (310) 866-1343 CELL 765 THE CITY DRIVE, SUITE 200 LANDSCAPE REPLACEMENT ALEXOFRONTIERREI.COM ORANGE, CA 92868 FW - FIRE: WATER (714) 789-6125 - GAS GB (714) 938-9488 FAX HP - HIGH POINT JOHN.POLLOCK@KIMLEY-HORN.COM - INVE:RT UTILITY PURVEYORS WATER WATER CALIFORNIA WATER SERVICE CITY OF BAKERSFIELD 3725 S. H STREET DEPARTMENT OF WATER BAKERSFIELD, CA 93304 RESOURCES (661) 837-7232 1000 BUENA VISTA ROAD BAKERSFIELD, CA 93311 (661) 326-3715 BENCHMARK NOTE SEWER CITY OF BAKERSFIELD WASTEWATER DIVISION 6901 MCCUTCHEN ROAD BAKERSFIELD, CA 93313 (661) 326-3249 ELECTRICITY & GAS PACIFIC GAS AND ELECTRIC TODD ADAMSON 4101 WOBLE ROAD BAKERSFIELD, CA 93313 (661) 398-5960 T1 AOPGE. COM BENCHMARK FOR THE "ALTA" SURVEY (SEE SHEET C1.1) IS USGS Y 67 (FU1743) WITH AND ELEV.=401.11 PER NGS DATA SHEETS. BENCHMARK IS LOCATED 87+/- ALONG THE CENTERLINE OF 19TH STREET AND 20 +/- FEET SOUTH TO A POINT 1' SOUTH OF THE CURB LINE AND SET ON TOP OF CONCRETE POST PROJECTING 0.4' ABOVE GROUND. BASIS OF BEARINGS NOTE THE BEARING OF N00'49'43"E SHOWN FOR THE CENTERLINE OF "F" STREET ON RECORD OF SURVEY IN BOOK 21 AT PAGE 78 WAS TAKEN AS THE BASIS OF BEARINGS FOR THIS SURVEY. LEGAL DESCRIPTION PER TITLE REPORT THE LAND REFERRED TO IN THIS COMMITMENT IS SITUATED IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: LOT "A" AS SHOWN ON CERTIFICATE OF COMPLIANCE PARCEL MAP WAIVER NO. P99-0093, AS EVIDENCED BY DOCUMENT RECORDED MAY 07, 1999 AS INSTRUMENT NO. 0199065846 OF OFFICIAL RECORDS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING A MERGER AND REDIVISION OF THOSE PORTIONS OF LAND DESCRIBED AS LOTS 8 THROUGH 10 INCLUSIVE IN BLOCK 157 OF THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA AS SHOWN ON THAT CERTAIN MAP DATED MARCH 10, 1904, ENTITLED "SALES MAP OF KERN COUNTY LAND COMPANY SHOWING SUBDIVISIONS OF ITS ADDITIONS TO THE CITY OF BAKERSFIELD, KERN COUNTY CALIFORNIA", WHICH SAID MAP WAS FILED ON APRIL 19, 1904 IN BOOK 1, PAGES 13 AND 14 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY AND THE STRIP OF LAND VACATED PURSUANT TO RESOLUTION BY THE COUNCIL OF THE CITY OF BAKERSFIELD, APPROVED APRIL 11, 1949 AND RECORDED APRIL 27, 1998 AS INSTRUMENT NO. 0198116863 OF OFFICIAL RECORDS, ALSO BEING A PORTION OF SECTION UTH, RANGE 27 EAST, M.D.M. AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: 25, TOWNSHIP 29 SO COMMENCING AT THE CENTERLINE INTERSECTION OF 24TH AND "G" STREETS; THENCE SOUTH 00' 49' 19" WEST, ALONG THE CENTERLINE OF G STREET DISTANCE OF 41.25 FEET; THENCE NORTH 89' 10' 08" WEST, AND PARALLEL WITH THE CENTERLINE OF 24TH STREET, SAID POINT BEING ALSO THE NORTHEAST CORNER OF SAID BLOCK 157 AND THE TRUE POINT OF BEGINNING; SOUTH 00. 49' 19" WEST ALONG SAID WEST RIGHT-OF-WAY LINE OF "G" STREET A DISTANCE OF 76.90 FEET; THENCE 1) THENCE 2) NORTH 89' 10' 50" WEST, A DISTANCE OF 124.97 FEET TO THE WEST LINE OF SAID VACATED STRIP OF LAND; THENCE 3) NORTH 00' 49' 21" EAST, ALONG SAID WEST LINE A DISTANCE OF 76.93 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF SAID 24TH STREET. THENCE 4) SOUTH 89' 10' 08" EAST, ALONG SAID SOUTH RIGHT-OF-WAY LINE A DISTANCE OF 124.97 FEET TO THE TRUE POINT OF BEGINNING. EXCEPTING THEREFROM ALL OIL, GAS, MINERALS AND OTHER HYDROCARBON SUBSTANCES WITHIN OR UNDERLYING SAID LAND AS RESERVED BY KERN COUNTY LAND COMPANY, A CORPORATION TO WILLIAM GANNON, ET UX IN DEED RECORDED NOVEMBER 27, 1945 IN BOOK 1298, PAGE 353, OF OFFICIAL RECORDS. APN: 003-121-06 MBHCP NOTE OWNER SHALL SUBMIT THE MBHCP GROUND -DISTURBANCE COMPLIANCE FORM ALONG WITH A BIOLOGICAL SURVEY PREPARED BY A QUALIFIED BIOLOGIST, NOTICE OF GRADING START (IF APPLICABLE) AND SHALL PAY ANY APPLICABLE FEES NO MORE THAN THIRTY (30) DAYS PRIOR TO GRADING OR OTHER GROUND -DISTURBANCE ACTIVITIES. GENERAL CONTRACTOR SHALL FOLLOW ALL METRO BAKERSFIELD HABITAT CONSERVATION PLAN PROCEDURES AT ALL TIMES DURING PROPOSED IMPROVEMENTS. REFER TO APPENDIX F OF THE METRO BAKERSFIELD HABITAT CONSERVATION PLAN ON SHEET C2.0 - GENERAL NOTES FOR MORE INFORMATION. ISSUE DATE DESCRIPTION ETD 06/22/18 1ST PLAN CHECK SUBMITTAL 08/21/18 2ND PLAN CHECK SUBMITTAL 11/15/18 3RD PLAN CHECK SUBMITTAL TOLL FREE -q%jjVF1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT GRADING PLANS 1800 23RD STREET, SUITE D BAKERSFIELD, CA 93301 GRADING PERMIT #18-40000030 C.U.P. #18-0048 24TH ST 23RD S 22ND S i�- 14 NOT TO SOLE VICINITY MAP SCALE: N S SITE INFORMATION SITE ADDRESS: SITE AREA: APN: ZONING DISTRICT: LAND USE: EXISTING USE: PROPOSED USE: TOTAL LOTS: PARKING SPACES: 1800 23RD STREET BAKERSFIELD, CA 93301 0.537 AC (23,407 S.F.) 003-121-06-00-1 C-1 COMMERCIAL LIMITED COMMERCIAL COMMERCIAL 16 DISTURBED AREA SURFACE DISTURBANCE: 5,093 S.F. (MAINTENANCE, NO BASE COURSE REMOVAL) 615 S.F. SIDEWALK CONCRETE REPLACEMENT 716 S.F. HEAVY DUTY CONCRETE REPLACEMENT 493 S.F. FULL DEPTH ASPHALT REPLACEMENT 1 S.F. ASPHALT MILL AND OVERLAY REPLACEMENT { Cj S.F. LANDSCAPE REPLACEMENT FULL DEPTH ST 833 S.F. I � 3 1,489 S.F. Uj 21 S.F. SID[- WALK CONCRETE REMOVAL 692 `StA 23RD ST 1,049 PROJECTS FULL DEPTH ASPHALT REMOVAL - _ LOCATION 22ND S i�- 14 NOT TO SOLE VICINITY MAP SCALE: N S SITE INFORMATION SITE ADDRESS: SITE AREA: APN: ZONING DISTRICT: LAND USE: EXISTING USE: PROPOSED USE: TOTAL LOTS: PARKING SPACES: 1800 23RD STREET BAKERSFIELD, CA 93301 0.537 AC (23,407 S.F.) 003-121-06-00-1 C-1 COMMERCIAL LIMITED COMMERCIAL COMMERCIAL 16 DISTURBED AREA SURFACE DISTURBANCE: 5,093 S.F. (MAINTENANCE, NO BASE COURSE REMOVAL) 615 S.F. SIDEWALK CONCRETE REPLACEMENT 716 S.F. HEAVY DUTY CONCRETE REPLACEMENT 493 S.F. FULL DEPTH ASPHALT REPLACEMENT 1,785 S.F. ASPHALT MILL AND OVERLAY REPLACEMENT 1,484 S.F. LANDSCAPE REPLACEMENT FULL DEPTH DISTURBANCE: 2,487 S.F. (BASE COURSE REMOVAL AND REPLACEMENT) 833 S.F. HEAVY DUTY CONCRETE REMOVAL 1,489 S.F. HE/,VY DUTY CONCRETE REPLACEMENT 21 S.F. SID[- WALK CONCRETE REMOVAL 692 S.F. SIDEWALK CONCRETE REPLACEMENT 1,049 S.F. FULL DEPTH ASPHALT REMOVAL 132 S.F. FULL DEPTH ASPHALT REPLACEMENT 584 S.F. LANDSCAPE REMOVAL. 174 S.F. LANDSCAPE REPLACEMENT ESTIMATED EARTHWORK QUANTITIES CUT: 44.7 CY FILL: 24.5 CY NET: 20. D 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 FINSHED 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 FCR 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. ENGINEERS SEAL Kimley*Horn LDB Q�oFEssi DRAWN BY ���� 1,P011 Fye 765 THE CITY DRIVE, SUITE 200 JP W off' ORANGE, CA 92868 (714) 939-1030 CHECKED BY * �' W60 s < PREPARED UND.Ej` THE DIRECT SUPERVISION OF: !T C l v l ` Q`Z\ TH F of, CAED DATE: 11/16/2.01 RECOMMENDED JOHN POLLOCK, R.C.E. NO. 86160 EXP. 12/31/19 CITY OF BAKERSFIELD APPROVED BY - CITY ENGINEER RCE EXP LEGEND GB -R - SS - S W - E E E --- 483.00 TC 482.50 FS 482.75 TC) 482.25 FS) 2.2% CENTER LINE PROPERTY LINE APPROXIMATE CIVIL LIMIT OF WORK GRADE BREAK LINE RIDGE LINE BS PROPOSED SANITARY SEWER PIPE PROPOSED STORM DRAIN PIPE PROPOSED DOMESTIC WATER PIPE PROPOSED FIRE WATER PIPE PROPOSED GAS LINE PROPOSED ELECTRICAL CONDUIT FLOW LINE CONST. POINT OF CONNECTION (O BLDG) POINT OF CONNECTION (TO EXISTING) PROPOSED SEWER CLEANOUT PROPOSED WATER LINE BEND WITH THRUST BLOCK PROPOSED SPOT GRADE EXISTING SPOT GRADE PROPOSED FLOW (DIRECTION AND SLOPE) STANDARD DUTY SIDEWALK CONCRETE HEAVY DUTY CONCRETE PAVEMENT LANDSCAPE/PLANTER AREA FULL DEPTH ASPHALT REMOVAL AND REPLACEMENT MILL AND OVERLAY EXISTING ASPHALT CONCRETE DETECTABLE WARNING NOTA WATER iL LIAI � F \PJ ![ V r A The GRADING PLAN as Shown on this arawrng it nerevy led > set to any indicated corrections or add,hons Approval by the Public W►Iks Department and Buildrny Department indicates approval only as to i3sign criteria used and contermam e 0 city Standards Codes and Or i nances. Engineer for the subdivider or developer shatl be responsible for accuracy of calculations for this plan acrd shall submit a certitied'as- graiw plan after completion of the grading. APPROVED BY: Public Works Department Date Building Department Date PROJECT ADDRESS 1800 23RD STREET, SUITE D DATE BAKERSFIELD, CA 93301 KHA PROJECT ID: 194052001 ABBREVIATIONS AB - AGGREGATE BASE AC - ASPI-ALT BC - BACX OF CURB BS - BOTTOM OF STEP BLDG - BUILDING BW - BAC< OF WALK CB - CATCH BASIN CF - CUR_ FACE C/L - CENTERLINE CONC. - CONCRETE CONST. - CONSTRUCT, CONSTRUCTION DF - DEEPENED FOOTING DI - DRAININLET DW - DOMESTIC WATER E - EAS1 EG - EDGE OF GUTTER ELEC - ELECTRIC EP - EDGE OF PAVEMENT FF - FINISHED FLOOR FG - FINISHED GRADE FL - FLOW LINE FS - FINI'�HED SURFACE FW - FIRE: WATER G - GAS GB - GRADE BREAK HP - HIGH POINT INV - INVE:RT IRR - IRRI';ATION WATER JS - JUNCTION STRUCTURE LP - LOW POINT MH - MAN -TOLE N - NORTH PCC - PORTLAND CEMENT CONCRETE P/L - PROPERTY LINE PUE - PUBLIC UTILITY EASEMENT PIV - POST INDICATOR VALVE PVC - POLYVINYL CHLORIDE R - RAI) US RD - R00= DRAIN RW - RECLAIMED WATER R/W - RIG' -T -OF -WAY S - SEVIER OR SOUTH SD- STORM DRAIN STA - STA,TION SS - SAN TARY SEWER SSPWC - STANDARD PLANS FOR PUBLIC_ WORKS CONSTRUCTION SW - SID= WALK T - TELEPHONE TC - TOP OF CURB W - WATER OR WEST XXX. XX - PROPOSED ELEVATION (XXX.XX) - EXI _ TING ELEVATION SHEET INDEX. Sheet Number Sheet Title C1.0 CIVIL COVER SHEET C1.1 EXISTING CONDITIONS C2.0 GENERAL NOTES C3.0 E;OSION CONTROL AND DEMOLITION FLAN C4.0 HORIZONTAL CONTROL AND PAVING PLAN C5.0 GRADING AND DRAINA-_;E PLAN C5.1 GRADING SECTIONS C6.0 JTILITY PLAN (FOR REFEFENCE ONI_'0 r C7.0 CIVIL DETAILS ID C7.1 CIVIL DETAILS ,i C7.2 CIVIL DETAILS i I[1� 1 tr I�. NOV CIVOF E,a ellsl:If:LD BUILDING DEP9,1TMHNT ��- ubCITY RECORDS NO. 6b o CRY OF BAKERSFIELD CIVIL COVER SHEET C1.0 C 0 T 3 O N o 6 J` U) U O c U � N _j O O V T O U) a e E ° �o T E Y 00 T 0 N e 0 O C d v > 0 O o z e 0 e O cn o Z " O_ 0 y � 0 Q 0 Z C O 3 z e V) 3 X W u, I ' U O N U r c 0 U C N � a cn ° a L E Q) > c O 0 U o I N O 7 U U) C, � a � o C/) 3 d s / U d 3 Q d ° � v N � +' e � 0 O m LL- o a i 0 n 4 V L N (n � � o NT `8 e 0 N O _0 N c N C U L a, N m ~ 0 y C) E m N I C c 0 OU) O 0 N - tn c o 't -c C/) c N C a) c n. 0 c e c a c -0 D Q 0 > [1 U ae I d L L_ O 3 N L_ UJ 0 a� U C 0 3 -0 O N L L Q t-_ � p Q-vG c A' i� 7t 7 3a T L 1•T i61VoOON I W LLHJUILS ;9Cu LJ J W r 1 O (1 0_ a 0i (T 0_ CJ '�'_ z _ � _ pooft _ Lj , 4. -Y _ at 0. 4 - C 4 z - ..f J Vii) ( N ulF �. h t v_>1 a vp « �� vQc cgb -- -- $r4� d - c ) vu_ Z 1_• 01 Luer �! �� r_c J v wcct)� \D4r� 3 v 2- 3 j r t ZC, v n C J. _< _ ,6s'9L 3„ii,6Vo00N ... . ..... ... (. �, c' ,SZ'L�3t 21Ln ... '� �_ . a e r .� ,(u v -ia 2-,,a' a.' 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HUOS L.S. 377 DATE J a_ G: a- _tc X u X W o_ > TO _L FREE -qMMAVv 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOT TO SCALE FOR REFERENCE ONLY ENGINEERS SEAL CITY OF BAKERSFIELD PROJECT ADDRESS LD B Kimley)))Horn APPROVED BY: DRAWN BY 765 THE CITY DRIVE, SUITE 200 1800 23RD STREET, SMITE D J P ORANG E, CA 92868 (714) 99-1030 CITY ENGINEER DATE BAKERSFIELD, CA 93301 CHECKED BY PREPARED UNDER: THE DIRECT SUPERVISION OF: RCE # EXP KHA PROJECT ID: 194052001 TH DATE: 11/161/2-01 RECOMMENDED JOHN POLLOCK, R.C.E. NO. 86160 EXP. 12/31/19 +M WZ M O N p� /wJ w N M W w � FSI �r' A �I ►+i W ~ M A00 � N `W � V r z x~ c� U - w Cr S Q \ G (_ U Q rn O 0 00 0 Z T- 0 LLJ I-- f- NO QQ� 0 W �N Q LLJ <L- N WOF-Ir0 WY �N-J WW U) m U F-- i= �a L 0 0 W W WXY�F- Q- F- U W N W �ONZLu Lu �LL- ��L.L � ,DO Lu�3� QLu d cc r - M N Z 04 x Y S m Cf) ISSUE DATE DESCRIPTION 06/22/18 1ST PLAN CHECK SUBMITTAL z 08/21/18 2ND PLAN CHECK SUBMITTAL 11/15/18 3RD PLAN CHECK SUBMITTAL TO _L FREE -qMMAVv 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOT TO SCALE FOR REFERENCE ONLY ENGINEERS SEAL CITY OF BAKERSFIELD PROJECT ADDRESS LD B Kimley)))Horn APPROVED BY: DRAWN BY 765 THE CITY DRIVE, SUITE 200 1800 23RD STREET, SMITE D J P ORANG E, CA 92868 (714) 99-1030 CITY ENGINEER DATE BAKERSFIELD, CA 93301 CHECKED BY PREPARED UNDER: THE DIRECT SUPERVISION OF: RCE # EXP KHA PROJECT ID: 194052001 TH DATE: 11/161/2-01 RECOMMENDED JOHN POLLOCK, R.C.E. NO. 86160 EXP. 12/31/19 +M WZ M O N p� /wJ w N M W w � FSI �r' A �I ►+i W ~ M A00 � N `W � V r z x~ c� U - w Cr S Q \ G (_ U Q rn O 0 00 0 Z T- 0 LLJ I-- f- NO QQ� 0 W �N Q LLJ <L- N WOF-Ir0 WY �N-J WW U) m U F-- i= �a L 0 0 W W WXY�F- Q- F- U W N W �ONZLu Lu �LL- ��L.L � ,DO Lu�3� QLu d cc r - M N Z 04 x Y S m Cf) z O W W F - Q n 0 z SHEE OF 2 2 JOB NO 18300 D'W.1 ILAND -30-2018 Yv 3:"9 CITY OF BAKERSFIELD EXISTING CONDITIONS CITY RECORDS NO. C01.1 0 0 i 0 C `0 t i y T :5 3 -� C -5 0 F ,s (n a I, U ». (/ J i, (� <' Zi C E U I o O e 0o f �' 0 (N c C c9 -C z > 0 z LJ r O o z C Q � IJ z o LiJ L C7 3 I O � 0 CN 0 U 0 -0 U W o a) _ z a 0 a � E c a) 0 0 0 1 a, V) 0 (N Of U -o / N U) 0 -,_, a a� 0) N n -C o Cn 3 a a- -C / 0 3 Q o a) L_ U z� C a 0 LL_ o 0- I 6- y U U o +, a m CN T `o - a U � U c cn CD uo U a`, a� N o N c a m m I c 0 o �, O 0 (N in C O o � r 0) - / ° rn c +� N D 2 C n o �, 0 rn C V) c a � c 0 0 a 0 W 0 0 0 J 0 1 a, Q L_ 0i L O -� / 3 L Y Q, _0 0 C7 c C a, E 0) � 0 U .N L F 0 GENERAL CONSTRUCTION NOTES 1. ANY DISCREPANCIES ON THE 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. 2. 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 IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAl' FOR A RELATED CHANGE ORDER. 3. 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. 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 LIABILITY 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. 6. 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 UTILITY COMPANIES WHICH THE CONTRACTOR MUST CALL BEFORE COMMENCING WORK IS PROVIDED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS. THIS LIST SERVES AS A GUIDE ONLY AND 1S 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 REQUIRED PRIOR TO CONSTRUCTION. 8. 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. 9. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED 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 SURVEY SIGNED AND 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. 11. 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 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 SERVICES ARE ENGAGED BY THE CONTRACTOR. 12. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLIN G CO NTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 13. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 14. 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 PIPELINES 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. CITY OF BAKERSFIELD NPDES NOTE IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A 'NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERM IT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER, NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERM IT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. CITY OF BAKERSFIELD STREET RIGHT-OF-WAY NOTE ANY PUBLIC FACILITIES IN THE STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSTRUCTION OR REPAIR AS DETERMINED BY THE CITY ENGINEER. C\ � �� 1 ISSUE Di AL TWO (WORKING B1=FORE DAYS BEFORE YI)U DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DATE DESCRIPTION 06/22/18 1ST PLAN CHECK SUBMITTAL 08/21/18 2ND PLAN CHECK SUBMITTAL 11/15/18 3RD PLAN CHECK SUBMITTAL EROSION CONTROL NOTES 1. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO THE OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 2. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 3. EROSION CONTROL PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 4. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 5. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 6. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 7. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 9. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 10. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. 11. STABILIZATION PRACTICES SHOULD BE INITIATED AS SOON AS PRACTICAL, BUT IN NO CASE MORE THAN 7 DAYS WHERE CONSTRUCTION HAS TEMPORARILY CEASED. 12. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE STABILIZED. THESE AREAS SHALL BE STABILIZED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRED IN THESE AREAS. 13. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED 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. 14. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED AS SOON AS POSSIBLE. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. 16. ON-SITE & OFF SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE EROSION CONTROL PLAN AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 17. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 18. DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROS( ON. 19. 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 BITUMINOUS PAVING FOR ROAD CONSTRUCTION. CITY OF BAKERSFIELD GRADING NOTES 1. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THEREOF AND THE CIVIL ENGINEER'S RECOMMENDATIONS PER THE GRADING PLAN HEREIN. 2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORT, SPECIFICATIONS, AND CODE WITHIN HIS/HER PURVIEW. 3. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX J OF THE CALIFORNIA BUILDING CODE. 4. SURFACE DRAINAGE TO BE ONE (1%) PERCENT MINIMUM TO APPROVED DRAINAGE FACILITIES, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. PAVING, GRADING AND DRAINAGE NOTES 1. ALL PAVING, CONS -RUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR CALTR kNS SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 2. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND REPAIRED TO EXISTING CONDITION OR BETTER. 3- TRAFFIC CONTROL ON ALL CALTRANS, LOCAL AND COUNTY RIGHTS-OF-WAY SHALL MEET THE REQUIREMENTS OF -SHE MANUAL OF UNIFCRM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF -HE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND TI -E JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 4. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATtED AND SHALL REGRADE WASHOUTS WHERE -HEY OCCUR AFTER EVERY RAINFALL UNTIL AN ADEQUATE STAB LIZATTON OCCURS. 5. ALL OPEN AREAS WITHIN THE PROJECT SITE SHALL BE COVERED WITH ROCK UNLESS INDICATED OTHERWISE ON THE LANDSCAPE PLAN. 6. ALL AREAS INDICATED AS PAVEMENT SHA(_L BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL PAVEMENT SECTIONS AS INDICATED ON THE DRAWINGS. 7. WHERE EXISTING PA'/EMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT A MINIMUM 2" DEEP FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL A,S EXISTING OR AS IN.)ICATED. 8. WHERE NEW PAVEMENT MEETS THE EXISTING PAVEMENT, THE CONTRACTOR SHALL SAW CUT THE EXISTING PAVEMENT A MINIMUM 2" DEEP FOR A SMOOTH AND STRAIGHT JOINT ANI) MATCH THE EXISTING PAVEMENT ELEVATION WITH THE PROPOSED PAVEMENT UNLESS OTHERWIS _ INDICATED. 9. THE CONTRACTOR SHALL INSTALL FILTER FABRIC OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONS'RUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE ONNER. ALL DRAINAGE STRUCTUF ES SHALL BE CLEANED OF DEBRIS AS REDUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS - 10. IF DEWATERING IS RI-QUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER DRIOR TO ANY EXCAVATION. 11. STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS REQUIRED. IN SOME CASES TOPSOIL MAY BE STOCKPILED ON SITE FOR PLACEMENT WITHIN LANDSCAPED AREAS BUT ONLY AS DIRECTED HY THE OWNER. 12. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LCCAL JURISDICTIONAL AGEFICY. 13. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER 'LANS. THE AREAS SHALL THEN 3E STABILIZED BY MEANS AND METHODS APPROVED BY THE LCCAL AGENCY. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOR SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE COVERED V�ITH ROCK OR MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 14. ALL CUT OR FILL SL1)PES SHALL BE 4 (HORIZONTAL) :1 (VERTCAL) OR FLATTER UN_ESS OTHERWISE SHOWN. 15. THE CONTRACTOR SH ALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE ,+IR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS CF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 16. THE CONTRACTOR SHALL TAKE ALL REQUIRED MEASURES TO CDNTROL TURBIDITY, IN;LUDING BUT NOT LIMITED TO THE INSTALLATION OF TUR131DITY BARRIERS AT ALL LOCATIONS WHEPE THE POSSIBILITY OF TRAN SFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIiERS MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL LOCATIONS UNTIL. CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS AF E STABILIZED. THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS. AT NO TIME SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS OF THE GOVERNING CODE. 17. EXPOSED SLOPES SHOULD BE STABILIZED WITHIN 48 HOURS OF COMPLETING FINAL GOADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TUR131D DISCHARGES. 18. THE CONTRACTOR MUST REVIEW AND MAINTAIN A COPY OF THE: REQUIRED PERMITS COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS, AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THE CONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY GOVERNING JURISDICT ONS. 19. THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR S 3ALL ALSO EXCAVATE AND REMO /E ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 20. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS. BUILDING AND SAFETY DIVISION NOTES 1. FILL TO BE COMPACTED TO NOT LESS THAN 90% OF MAXIMUM DENSITY AS DETERMINED BY A.S.T.M. SOIL COMPACTION TEST D1557. 2. FIELD DENSITY WILL BE DETERMINED BY THE SAND -CONE METHOD A.S.T.M. 1556-07 AND/OR NUCLEAR DENSITY GAUGE METHOD A.S.T.M. 2922/3017. IN FINE GFAiNED, COHESIVE SOILS, FIELD DENSITY MAY BE DETERMINED BY THE DRIVE -CYLINDER METHOD 02937 A.S.T.M. PROVIDED NOT LESS THAN 20% OF THE REQUIRED DENSITY TESTS, UNIFORMLY DI:3TRIBUTED, ARE BY THE SAND -CONE METHOD. THE METHOD OF DETERMINING FIELD DENSITY SHALL BE SHOWN IN THE COMPACTION REPORT. OTHER METHODS MAY BE USED IF RECOMME LADED BY THE SOILS ENGINEER AND APPROVED IN ADVANCE BY THE BUILDING OFFICIAL. 3. NOT LESS THAN ONE FIELD DENSITY TEST WILL BE MADE FOR EACH TWO -FOOT VERTICAL LIFT 0= FILL NOR LESS THAN ONE SUCH TEST FOR EACH 1,000 CUBIC YARDS OF MATERIAL PLACED UNLESS OTHERWISE RECOMMENDED BY THE SOILS ENGINEER. 4. NO FILL TO BE PLACED UNTIL STRIPPING OF VEGETATION, REMOVA_ OF UNSUITABLE SOILS AND INSTALLATION OF SUBDRAINS (IF ANY) HAS BEEN INSPECTED AND APPROVED BY THE SOILS ENGINEER. 5. NO ROCK OR SIMILAR MATERIAL GREATER THAN 8" IN DIAMETER VilLL BE PLACED IN THE FILL UNLESS RECOMMENDATIONS FOR SUCH PLACEMENT HAVE BEEN SUEMITTED 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- FILL SLOPES SHALL NOT BE STEEPER THAN 2.1- 8. DENSITY TESTS WILL BE MADE AT POINTS APPROXIMATELY ONE FO^_T 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. 9. ALL PADS AT ROUGH GRADING WILL HAVE A MINIMUM SLOPE OF 1 o TOWARDS THE STREET OR DESIGNED DRAINAGE OUTLET. 10. ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES /SND OBTAIN INSPECTION BEFORE POURING. 11. 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--I_XISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT- THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE PROTECTION OF ALL UTILITIES WITHIN THE LIMITS OF THIS PROJECT. 12. WHEN APPLICABLE, FILLS SHALL BE BENCHED IN ACCORDANCE WITI.1 APPROVED GEOTECHNICAL REPORT. 13. ALL TRENCH BACKFILLS SHALL BE TESTED AND CERTIFIED BY THE SITE SOILS ENGINEER AND/OR CITY INSPECTOR PER THE GRADING CODE. 14. SUBDRAIN OUTLETS SHALL BE COMPLETED AT THE BEGINNING OF T -E SUBDRAIN CONSTRUCTION. 15. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 16. IF APPLICABLE, ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST OR THE PROJECT SOILS ENGINEER 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. 17. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES 1= DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, HE SOILS ENGINEER WILL SUBMIT DESIGN LOCA TION AN D CALCULATIONS TO THE BUILDING OFFICIAL PRIOR TO GONSIRUC110N. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER WILL INSPECT AND CONTROL THE CONSTRUCTION OF THE BUTTRESSING AND CERTIFY TO THE STABILITY OF THE SLOPE: AND ADJACENT STRUCTURES UPON COMPLETION. 18. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL PERFORM SUFFICIENT INSPECTIONS AND BE AVAILABLE DURING GRADING AND CONSTRUCTION TO PROVIDE CO:�SULTATION CONCERNING COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 19. THE DESIGN CIVIL ENGINEER SHALL BE AVAILABLE DURING GRADING HND CONSTRUCTION FOR CONSULTATION CONCERNING COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THIS PURVIEW. 20. DUST SHALL BE CONTROLLED BY WATERING. 21- SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE. 22. THE LOCATION AND PROTECTION OF ALL UTILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 23. THE CUT PORTION OF CUT/FILL TRANSITION LOTS SHOULD BE OVERE XCAVATED 36" AND BE REPLACED WITH COMPACTED FILL TO A MINIMUM RELATIVE COMPACT ON OF 90% UNLESS OTHERWISE RECOMMENED BY THE SOILS ENGINEER. 5. CIVIL ENGINEER, GEOTECHNICAL ENGINEER AND BUILDING OFFICIAL WILL BE NOTIFIED FORTY EIGHT (48) METROPOLITAN BAKERSFIELD HABITAT CONSERVATION PLAN PROTECTION CONSTRUCTION NOTES HOURS TO PLACING OF ANY FILL MATERIAL. 6. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90%) PERCENT MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD PER APPENDIX J OF THE CURRENT CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS AND REPORT FROM SOILS ENGINEER. 7. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. 8. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURE FILL AND THE AREA SCARIFIED TO A DEPTH OF SIX (6) INCHES. 9. FACES OF ALL CUT AND FILL SLOPES TO BE SHALL BE PLANTED WITH A GROUND COVER INDIGENOUS THE AREA AND MAINTAINED AGAINST EROSION. 10. ALL CUT AND/OR FILL SLOPE SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) VERTICAL. 11. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES. 12. DIVERTER TERRACES (SWALES) WITH THREE (3] FEET MINIMUM WIDTH AND ONE (7) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT AND FILL SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. 13. 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. 14. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ SUBDIVIDER/ CONTRALTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD D PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR, TO ISSUANCE OF A PERMIT. 16. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BE HIND 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. 17. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 18. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-612-2444) ail t,_,.,- 22.2: ,II'�:--� Metropolitan Bakersfiield Habitat Conservation Pian EXHIBIT F SPECIES PROTECTICN MEASURES DURING CONSTRUCTION Daily Entrapr lent inspections The developer shall inspect all open hole's, sumps, and trenches vrithin the clevelopmen I footprint at the beginning, middle, and end of each day for trapped Covered Species. All trenches, holes, sumps, and other excavations with sidewall , steeper than a 1:1 (45 decree) slope and that are between U , two- and eig it -feet deep shall be covered when workers or equipment are��iJ not actively ,corking in the excavation, avhich includes cessation of work ovemight, or shall have an escape ramp of earth or a non -slip material with a less than l: (45 degree) slope. 't! All trenches. idles, and other excavation. with sidewalls steeper than a l:1 (45 degree) s ape and greater than eight eet deep shall be covere J when workers or equipmer t are not actively working in the excavation and ct the end of each work day. Trenches, holes. sumps or other excavations hat are covered long term shall be inspected at the beginning of each workin3 day to ensure inadv=_rtent entrapment has not occurred. if any worker discovers that Covered Species have become trap ped, the developer and their workers shall cease all Covered Ac'ivities in the vicinity and notify the City of Bakersfield immediately, whom shall in turn notify California Department of Fish and Wildlife (CDF%J) immediately. The develop er shall allow the Covered Species to escape unimpeded if possible before construction/ Grading activities are allowed to continue, or, alternatively, a Qualified Biolo 4ist shalt capture and -elocate the animal, in accordance with CDFW direr -ion regarding the final disposition of the animal. Tt e developer for which the Bi Magical Clearance Survev was conducted shall bear he costs of Covered St iecies salvage. Materials Inspection The developer shall thoroughly inspect to Covered Species in all construction pipe, culverts, or similar structures with a diameter of 7.6 centime ers (three inches) or gree:ter that are stored for one or more overnight per ids before the structure is subsequently moved, buried, or capped. If during inspec tion one of these anin cis is discovered inside the structure, workers shall notify the City and allow the (',overed Species to sanely escape that section of the structure before moving and utilizing the structure. Equipment Inspection The develope shall inspect for Covered Species under vehicles and equipment before the vehbaes and equipment or s moved. if a Covered Species is present, the worker shall wot for the Covered Species to move unimpeded to a safe location. Alternatively, the developer shall contact a Qualified Biciogist to determine if tt ey can safely move the Covered Species out of harm'.. way. SJKF Detection on Construction Site Notification to the City and CDFW is required within 24 hours in the e\rent that a S.IKF is observed � ienning or utiliang stru :tures or materials within an active construction footprint. In addition, a minimum 00 -foot S:U58HCP\MBHCPCc VI-+ eV4CPrams\2,1$Re++ ,I'W CP-bfm.--,dtrnnsVMKCP:.,rauxSL�t,t_..-OiO-`rnr_E.,I*P_ %;a;&C.-� Poga t of 2 :cs! Updcted: 3f 16J78 ENGINEERS SEAL k�� LDB ,;z FESS/ ■ imle >)>Horn ��� a PO/ `"�F v DRAWN BY o�� Yoe, y� 765 THF: CITY DRIVE. SUITE 200 JP W s yr„ ORANGE, CA 92868 * X1 (714) 939-1030 CHECKED BY RCE t10• 86160 iI C/VIA �� PREPARED Ute :-jTiE DIRECT SUPERVISION OF: TH rF of cA`�Fo� ''/ _ /201 DATE: 11/1(0 RECOMMENDED JOHN POLLDCK, R.C.E. NO. 8616C EXP. 12 /31 /19 no disturbance buffer from the area being used by SJKF as a Benning site sh 3 1 be implemented excavation measures can be implemented by a Qualified Biologist funded by the developer. Covered Species Injury If a Covered Species is injured as a result of Project -related activities, o Quol"fled Biologist shall immediately take it to CDFW-approved wildlife rehabilitation or veterinary facility thet routinely evaluates and treats the injured Covered Species. Facilities in the Bakersfield area include: California Living Museum (CALM) 10500 Alfred Harrell Hwy, Bakersfield, CA 93306 (661) 872-2256 The developer shall bear any costs associated with the care or treatment of su - i injured Covered Species. The developer shall notify the City as soon as possible and the notification sh ill include the date, time, location, and circumstances of the incident and the name of the facility where the animal was taken. S:\�icP\NAen.^,Pc..V* ,C",CPFam;s\2G(BReV-d.VZ,Cp- .,�c.,,dfG_VMt,CPG<ax�OiUuba+ce CampNc-:ur:RE�d?bS PEG s19.o Doge 2 of 2 .�� cp;w�ed: s!(at(B CITY OF BAKERSFIELD APPROVED BY: CITY ENGINEER DATE RCE # _ EXP PROJECT ADDRE SS 1800 23RD STREET, SUITE D BAKERSFIELD, CA 9;3301 KHA PROJECT ID: 194152001 #11 i IffffE i I DEMOLITION NOTES 1. ALL MATERIAL REMOVED FROM THIS SITE 13Y THE CONTRACTOR SHALL BE ISPOSiED OF BY -14E CONTRACTOR IN A LEGAL MANNER. 2. REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL DETAILS OF EXISTING STRUCTURES, E -C., LOCATED WITHIN THE PROJECT SITE. UNLESS OTHERWISE NOTED, ALL EXISTING BUILDINGS, STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS PILES, SIGNS, AND ALL APPURTENAtiCES ARE TO BE REMOVED FROM THE SITE BY TIE CONTRACTOR AND PROPERL" DISPOSED CF 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 PLA`v FOR THE LMITS� OF ASPHALT REMOVAL (THE EXISTING PARKING LOT IS TO REMAIN). IT IS 'THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND DE -ERMINE THE FULL EXTENT OF 1 -_EMS TO BE REMOVED. IF ANY ITEMS ARE IN QUESTION, THE CONTRACTOR SHALL CON TACT THE CUNER PRIOR TO REMOVAL OF SAID ITEMS. 3. THE CONTRACTOR SHALL REFER TO THE DEMOLITION PLAN AND LANDSCAPE PLAN FOR DEMOLITION/PRESERVATION OF EXISTING TRI -ES. ALL TREES NOT SPECIFIC/,1_LY SHOWN TO El: PRESERVED OR RELOCATED SHALL BE REMOVED AS A PART OF THIS CONT, -'ACT. TREE PROTECTION FENCING SHALL BE INSTALLED AS NECESSARY PRIOR TO ANY DEMOLITION. 4. CONTRACTOR SHALL ADJUST GRADE OF ANY RIMS/COVERS TO THE FINISHED ELEVATIOI\S OF EXISTING UTILITIES TO REMAIN. 5. THE CONTRACTOR SHALL CLEAR THE PROJECT SITE AREA WITHIN THE CONFINES CF THE: DEMOLITION LIMIT LINE. THE CONTRACTOR SHALL CAP IN PLACE ALL EXISTING UTILITIES AT THE DEMOLITION LIMIT LINE AND PROVIDE ENGINEER WITH MARK UP SHOWING LCC;ATIONS, UNLESS NOTED ON THE PLAN. THE CONTRACTOR SHALL DEMOLISH AND REMOVE FR,,M THE SITE ALL EXISTING UTILITY STRUCTURES, PLANTERS, TREES, AND ALL OTHER SITE FE,`,TURES, UNLESS OTHERWISE NOTED ON THE PLAN. 6. DEMOLITION AND REMOVAL OF PAVEMENT INCLUDES PAVEMENT THICKNESS AS WEL_ AS BASE. COURSE THICKNESS. 7. REMOVAL OF LANDSCAPING SHALL INCLUDE ROOTS AND ORGANIC MATERIAL 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PI_RMITS AND SHALL PAY ALL FEES NECESSARY FOR ENCROACHMENT, GRADING, DEMOLITION, ANI) DISPOSAL =1F SQID MATERIALS AS REQUIRED BY PRIVATE, LOCAL AND STATE JURISDICTIONS. 9 THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SITE INSPECTION TO FULL" ACKNOWLEDGE THE EXTENT OF DEMOLITION WORK. 10. THE CONTRACTOR SHALL VERIFY AND LOCALE ALL EXISTING ABOVE AND UNDERGROUND UTILITIES. LOCATIONS SHOWN ON THE PLANE ARE APPROXIMATE AND ARE SHOWN AOR GENERAL INFORMATION ONLY. 11. DAMAGE TO ANY EXISTING UTILITIES AND Si=RVICES TO REMAIN SHALL BE THE RES'ONSd31LIT OF THE CONTRACTOR. CONTRACTOR SHALL PEPAIR AND/OR REPLACE IN KIS D- 12. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO PREVENT DEBRIS AND UNSUI--liBLE MATERIALS FROM ENTERING STORM DRAINS, SANITARY SEWERS AND STREET:>. 13. DUST CONTROL MEASURES SHALL BE IMPLEVENTED DURING DEMOLITION. 14. DEMOLITION IS LIMITED TO WITHIN THE DEMOI-11ION LIMIT LINE UNLESS OTHEF WISE NOTED. 15. CONTRACTOR SHALL REMOVE DEMOLISHED MATTERIALS FROM THE SITE AS WORK PROGRE`sSES. 16. THE DRAWINGS MAY NOT INDICATE IN DETAIL ALL DEMOLITION WORK TO BE =ERFORMED. THE CONTRACTOR SHALL EXAMINE EXISTING CONCITIONS TO DETERMINE THE FULL EXTENT OF DEMOLITION. 17. ALL DEMOLITION SHALL COMPLY WITH CHAPTEER 24 AND ARTICLE 87 OF THE CALIFORNIA, FIRE CODE. 18. CONTRACTOR TO USE CARE IN HANDLING DE-13RIS FROM SITE TO ENSURE THE: SAFETY OI= TH P UBL� H E C AUL R OUTS T 0 BE CLO SELY M ONIT) RED FOR DEBRIS OR MATERIALi TRACKED t)NTO I ADJOINING ROADWAYS, SIDEWALKS, ETC. ROADWAYS AND WALKWAYS TO BE i;LEARED DAI_Y OR AS NECESSARY TO MAINTAIN PUBLIC SAFET'f 19. CONTRACTOR TO INSTALL 6.0' HIGH CHAIN LINK FENCE WITH MESH SCREEN 'O PROTECT PUBLIC FROM ENTTERING CONSTRUCTION AREA. 20. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF EXISTING FACILITIES. FENCING, TRAFFIC CONTROL, ANI) OTHER MEASURES SHALL BE TAKEN TO PROTECT T}HE PUBLIC FROM THE CONSTRUC'ION SITE. 21. ANY DAMAGE DONE TO IMPROVEMENTS NOT E;HOWN ON THIS PLAN SHALL BE REPAIRED EtY TF1 CONTRACTOR AT NO ADDITIONAL COST TO T- E OWNER. 22. CONTRACTOR SHALL COORDINATE WITH CITY ON WORK IN PUBLIC RIGHT OF AWAY, 013TAIN NECESSARY PERMITS, AND PROVIDE PEDESTRIAN CONTROLS DURING DEMOLITI:N AND CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. 23. CONTRACTOR SHALL COORDINATE WITH STORE MANAGER TO MAINTAIN VEHICILLAR A,CES`: AROUND ADJACENT STORE AT ALL TIMES. CONTRACTOR SHALL PHASE DEMOLITION AND CONSTRUCTION WORK IF NECESSARY TO ENSLRE VEHICULAR ACCESS IS MAINTAINED AT ALL TIMES. 24. CONTRACTOR TO COMPLETE, SUBMIT, AND PAY ANY DEPOSIT TO THE CITY ON COUNTY FO R CONSTRUCTION AND DEMOLITION MATERIAL P;IOR TO ISSUANCE OF A DEMOLI PION PERMIT. 25. CONTRACTOR TO COMPLETE, SUBMIT, AND Pik i` ANY FEES TO SAN JOAQUIN \I_LLEY AIR POLLUTION CONTROL DISTRICT PRIOR TO ISSLLNNCE OF A DEMOLITION PERMIT. RECORD DRAWINGS 1- WHERE LOCAL JURISDICTIONS REQUIRE RECORD DRAWINGS, THE CONTRACTOR `.,HALL PROVI:)E TO THE ENGINEER AND OWNER COPIES OF A PAVING, GRADING AND DRAINAGE RE; ORD DRAWF,G AND A SEPARATE UTILITY RECORD DRAWING, BOTH PREPARED BY A CALIFORNIA REGISTERED SLIIRVEYOR. THE RECORD DRAWINGS SHALL VERIFY ALL DESIGN INFORMATION INCLUDED ON THE CESIGI\ PLANS OF THE SAME NAME. PROJECT CLOSEOUT CONTRACTOR SHALL PROVIDE THE NECESSARY ITEMS INCLUDING ANY TESTING, REPORTS, CR CERTIFICATION DOCUMENTS REQUIRED BY THE 3OVERNING JURISDICTIONS TO PROPERLY CLOSEOUT THE PROJECT BEFORE IT CAN BE DE-EMED COMPLETE. CITY OF BAKERSFIELD GENERAL NOTES G,I,, ,,J CITY RECORDS NCS. C2.0 Y 0 0 IE 0 L Q cLN D N a Q) U C O U N L 3 E 0 s I } LtkjtNU '7 _ _ CENTER LINE -ALLEY PROPERTY LINE f? h R ® I>� ® I� m ® 4 m ■ ® mw 3 REFER TO OFF-SITE PLANS FOR ." IMPROVEMENTS WITHIN THE RIGHT OF WAY �X� -- - ----- -- -- $ _.-__w----- � - APPROXIMATE LIMITS _')F DEMOLITION DEMOLISH EXISTING CURB (�/Mv�^V/ AY`,/`/Y`VA` �f✓VV`�JJv C PERIMETER CONTROL CONSTRUCTION FENCE WITH GREEN SCREEN _.� 4 = 5-- 3 END 2J29 M7' 8TYP 5 O �7 FULL DEPTH ASPHALT PAVEMENT REMOVAL, INCLUDING BASE , COURSE i 21.0' 7.0' 1 i ASPHALT PAVEMENT t4LL I SEWER i X REMAIN 11 j ` �>< DEMOLISH EXISTING SIDEWALK CONCRETE 2 , EXISTING ELECTRICAL CONDUIT TO BE REMOVED 10 - - APPROXIMATE LIMITS OF LANDSCAPE REMOVAL. 'DEFER TO cO LANDSCAPE PLANS FOR LIMITS OF LANDSCAPE REMOJAL N AND REPLACEMENT. 9.0 7.0' r UNTRACTOR TO MAINTAIN VEHICULAR I SURFACE FLOW DIRECION. ACCESS TO ADJACENT PROPERTY AT ALL TIMES DURING SITE IMPROVEMENTS DEMOLITION NOTES _ 9.0' 45.3' ❑1 FULL DEPTH ASPHALT PAVEMENT REMOVAL. _EXISTING SEWER LINE TO REMAIN 2 - _ ❑ 2" M 2 ILL EXISTING ASPHALT PAVEMENT. 4. 10 p j 1 a3 DEMOLISH AND REMOVE EXISTING CURB / CURB AND GUTTER 4 is END 3 4]DEMOLISH AND REMOVE EXISTING SIDEWALK CONCRETE. ❑ REMOVE EXISTING LANDSCAPE. MODIFY IRRIGATION PER LANDSCAPE PLANS. 4 -- - ' 10 REMOVE EXISTING TRASH ENCLOSURE, INCLUDING FOOTINGS, FOUNDATION AND 1 ❑ GATE. -` M , REMOVE EXISTING GARAGE STRUCTURE. REFER TO ARCHITECTURAL PLANS FCR ,.�----� >- 11 ' � - � � ❑ MORE INFORMATION ON BUILDING IMPROVEMENTS. m> , ❑8 REMOVE EXISTING SIGN, SIGN POST AND FOUNDATION. 0z �--- �` z ' ❑9 BLACKOUT OR SANDBLAST EXISTING STRIPING. 1c u)! 10 DEMOLISH AND REMOVE EXISTING BOLLARD. Q EXISTING GAS LATERAL AND METER BANK TO BE REMOVED. COORDINATE REMOVALS WITH PACIFIC GAS AND ELECTRIC. EXISTING WATER LINE TO REMAIN -� 12 REMOVE EXISTING MONUMENT SIGN, FOUNDATION AND SIGN CONDUIT BACK T:) BUILDING. 13 REMOVE EXISTING TRASH ENCLOSURE CONCRETE PAD. 'ROTECTION NOTES I O PROTECT -IN-PLACE EXISTING BUILDING. REFER TO ARCHITECTURAL PLANS FOR BUILDING RENOVATIONS. �2 PROTECT -IN-PLACE SEWER CLEANOUT. I �3 PROTECT -IN-PLACE GREASE INTERCEPTOR AND MANHOLE. 37.7' /-� f IN O PROTECT -IN-PLACE WATER VALVE. 00 _ END 3 I O5 PROTECT -IN-PLACE CONCRETE BOLLARD. i ` BEG 3 _ _ - ae - - 10 - - - - - - - __ - - - _.= _-_-___ _ _ _ --_ -` _ _ - _ I O6 PROTECT IN PLACE EXISTING TRANSFORMER. 4 -- i - - _ _ _ - O7 PROTECT -IN-PLACE CURB / CURB AND GUTTER. _ 3 - - - - - - PROTECT -IN-PLACE EXISTING IRRIGATION CONTROL BOX. REFER TO LANDSCAPE PLAN � FOR �` �� �� 8 RELOCATION AND RENOVATIONS OF IRRIGATION SYSTEM. _ O D 3 8 I� �>! ® fls I� o ® I•i_, ® IIII� I® I� ®i I0 I• Mar 3 m �' . PROTECT- _ i O FORMOREINNFORMATIUNDERGROUND ELECTRICAL CONDUIT. REFER TO ELECTF.:CAL PLANS �, T CONTRACTOR TO MAINTAIN VEHICULAR c ACCESS TO ADJACENT PROPERTY AT - 10 PROTECT IN PLACE EXISTING SIDEWALK. ALL TIMES DURING SITE IMPROVEMENTS DRIVEWAY_ REMOVAL PER SEPARATE PERMIT REFER 'TO OFF-SITE PLANS FOR ' ` n IMPROVEMENTS WITHIN THE RIGHT OF WAY "� a s - -- �--- =- -��- __-F.__��_ fl EROSION CONTROL NOTES t/� THE APPLICANT/DEVELOPER SHALL REPLACE AND REPAIR DAMAGED CURB, GUTTER, AND SIDEWALK CONTRACTOR TO ENSURE TO USE BEST MANAGEMENT PRACTICES COMPLIANCE WITH NPDES AND WATER XISTING UTILITY NOTE PLEASE NOTE - F=NCE LINE, CONSTRUCTION ENTRANCE, AND STAGING ARE SHOWN SCHEMATICALLY ONLY TO COMPLY WITH ADJACENT TO SAID PROPERTY. MANAGEMENT DISTRICT REGULATIONS FOR STORMWATER CITY AND STATE REQUIREMENTS. CONTRACTOR SHALL STAGE DISCHARGE DEWATERING FROM CONSTRUCTION ACTIVITIES AND OPERATIONS. 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 INSTAL-ATION OF ANY P PING. WORK AND SET UP ON A MEANS AND METHODS BASIS TO PROVIDE MAXIMUM PEDESTRIAN AND VEHICULAR ACCESS FOR THE ADJACENT TENANTS AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR TRAFFIC CONTROL AND PEDESTRIAN CONTROL WHILE PERFORMING WORK IN THE PUBLIC RIGHT-OF-WAY. TOLL FREE -qQAj0Pv 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ISSUE DATE DESCRIPTION 06/22/18 1ST PLAN CHECK SUBMITTAL 08/21/18 2ND PLAN CHECK SUBMITTAL 11/15/18 3RD PLAN CHECK SUBMITTAL �S' DRAWN BY JP CHECKED BY TH RECOMMENDED ENGINEERS SEAL o Q�pf Es 14V W A * RCE N0. 86160 s'ff cjvj\. OF CAS Kil�lley,"'*t Horn CITY OF BAKERSFIELD APPROVED BY: 765 THE CITY DRIVE, SUITE 200 ORAN,3E, CA 92868 (714) f39-1030 CITY ENGINEER DATE PREPARED Ut flE�; THE DIRECT SUPERVISION OF: RCE EXP _ DATE: 111/1(0/201 JOHN POLLOCK, R.C.E. NO. 86160 EXP. 12/31/19 OSE -1 - FILTREXX SILTSOXX OR APPROVED EQUAL. CONTRACTOR TO MAINTf, N DURING ALI. GRADING & MOBILIZATION ACTIVITIES. ZO2 TR -3, ENTRANCE/OUTLET TIRE WASH 2 (EA.); REFER TO DETAIL 6, SHEET (37.0. O O3 SE -7, STREET SWEEPING O CONSTRUCTION FENCE WITH GREEN SCREEN SE -1 - INSTALL CURB INLET PROTECTION PER D=TAIL 9, SHEET C7.0. CON__RACTOR TO GRAPHIC SCALE IN FEET O MAINTAIN DURING ALL GRADING & MOBILIZATION ACTIVITIES AND KEEP CLE7,N OF DEFRIS 0 5 10 20 AND TRASH. 1" = 10' WHEN PRINTED AT FULL SIZE (24" X 36") PROJECT ADDRESS 1800 23RD STREET, SUITE D BAKERSFIELD, CA 93301 KHA PROJECT ID: 194152001 CITY OF BAKERSFIELD EROSION CONTROL AND DEMOLITION PLAN CITY RECORDS NO. 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' _ �IS ��� W 35 n o0 IS uc mo 17.0' 10.0' 16.5' ` uiI o N NI • `' �\ b) r- 00 co 31 END 16 , \ If I 35 34. 29 ° .30 ° v S 10.5' 8.3' d 11 10 -� 22 � N 12 ° 25 lb. , e N �� N , ° ° R 15' S ( ' ,6 14.6' ° I 31 7.5 1-:810,6.0.°. 13 3 14 ° R22' 37 , 5 d: � ~1 5 ° ° 27 ° 33 TYP. v ° R21 25 z ° 23 I ° y o z °. 16 ° 73.4 ° ° `¢ 3 8 37 ° ° o ° °N° 25 ° ° ° ° 64.3, ° Z24 25 ° R13 ° °° _ ° ° ° > ° Y 31 BEG 31 ° R5'.17 26 21.3 ° ° 48.7' ° ° ° 6 ° ° ° y/ ° ° ° U-) 6 END _ ° ° ° ° _ 2.8' 11 -�--- 26 R6'� ( o ° W R9W ° 3.9 38 -Rl c° 19.0' ° N0'49'11 "E R20' R34 26 6 BEG - -Y a i i i i I• i® i i i i� i lr 38 i1264.14g i i i i it > i i ■i i -, i i i �i R1i i i® i 21 5.2'1_) 8.3' a a. a REFER TO OFF-SITE PLANS FOR �a REFER TO OFF-SITE PLANS FOR a ° 401 4! ° IMPROVEMENTS WITHIN THE CITY fl ° a S IMPROVEMENTS WITHIN THE CITY - -----RIGHT-OF-WAY RIGHT-OF-WAY - HT- _ -- - - a e -WAY RIG OF U_ 3 � o e 3 E N C GENERAL NOTES J 1. WHERE GRADES ARE AFFECTED, THE GENERAL CONTRACTOR SHALL USE A SURVEYOR AS NEEDED TO INSURE PROPER GRADES ARE ACHIEVED. �. STRIPING SHALL BE COMPLETED PER THE REQUIREMENTS OF THE CURRENT CALIFORNIA BUILDING CODE AND APPLICABLE LOCAL CODES. GRADES SHALL BE VERIFIED FOR COMPLIANCE AT THE TIME OF CONSTRUCTION PRIOR TO STRIPING. ��. THE GENERAL CONTRACTOR SHALL ALSO REVIEW ANY APPLICABLE STATE AND LOCAL GUIDELINES AS THEY APPLY TO THE ACCESSIBILITY AND SIGNAGE. FOR ADDITIONAL INFORMATION REFER TO THE ARCHITECTURAL ACCESSIBILITY SHEETS a INCLUDED IN THE PERMIT SET. L-. THE GENERAL CONTRACTOR SHALL VERIFY ELEVATIONS AND GRADES PRE & POST CONSTRUCTION AND REPORT ANY In DEFICIENCIES TO THE ARCHITECT AND CIVIL ENGINEER BEFORE START OF WORK AND AT COMPLETION. :). ALL NEW CONSTRUCTION SHALL BE VERIFIED TO BE IN COMPLIANCE WITH LOCALLY ADOPTED ACCESSIBILITY REGULATIONS. I ANYTHING FOUND NOT IN COMPLIANCE SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. ALL SLOPES TO BE MEASURED WITH A 24" SMART LEVEL. SMART LEVEL TO BE CALIBRATED BY NIST. El. IT IS ACKNOWLEDGED THAT THE IMPROVEMENTS SHOWN ON THIS PLAN CONSIST OF A LIMITED SCOPE OF WORK AND MAY NOT BRING THE ENTIRE SITE INTO FULL COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT GUIDELINES AND ANY OTHER STATE SPECIFIC ACCESSIBILITY CODES. THE ENGINEER OF RECORD SHALL NOT BE HELD RESPONSIBLE FOR ANY ° EXISTING CONDITIONS OUTSIDE OF THE IDENTIFIED SCOPE OF WORK THAT ARE NOT BROUGHT WITHIN COMPLIANCE. -' WHERE ASPHALT PAVEMENT MILL AND OVERLAY IS PROPOSED THE GENERAL CONTRACTOR SHALL CORE A 2" DIAMETER D) SECTION AND VERIFY THE EXITING PAVEMENT SECTION IS GREATER THAN 3". GENERAL CONTRACTOR SHALL NOTIFY CIVIL ENGINEER IF LESS ASPHALT PAVEMENT IS THAN 3 FOR FURTHER DIRECTION AS MILL AND OVERLAY MAY NOT BE 3 N FEASIBLE. -�] ISSUE DATE DESCRIPTION D 06/22/18 1ST PLAN CHECK SUBMITTAL nTn_ 08/21/18 2ND PLAN CHECK SUBMITTAL 11/15/18 3RD PLAN CHECK SUBMITTAL TOLL FREE -q%jjN0V 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT G _ NO'49'11 "E _ 1039.93' LDB DRAWN BY JP CHECKED BY TH RECOMMENDED BEET ENGINEERS SEAL o vVeFESSItJ�,, _ N Pot! cc RCE Na W60 C J V 1`\EoQ�`r OF CAv K i m I e >>> Horn CITY OF BAKERSFIELD y APPROVED BY - 765 THE CITY DRIVE, SUITE 200 ORANGE, CA 92868 _ (714) 939-1030 CITY ENGINEER PREPARED UN0EE1 ,' THE DIRECT SUPERVISION OF: RCE # EXP DATE: 11/16/201 JOHN POLLOCK,R.C.E. NO. 86160 EXP. 12/31/19 DATE Z GRAPHIC SCALE IN FEET 0 5 10 20 SCALE 1"=10' WHEN PRINTED AT FULL SIZE (24"X36") PROJECT ADDRESS 1800 23RD STREET, SUITE D BAKERSFIELD, CA 93301 KHA PROJECT ID: 194052001 NONE LEGEND CENTER LINE PROPERTY LINE APPROXIMATE CIVIL LIMIT OF WORK LINE PROPOSED HANDRAIL ACCESSIBLE ROUTE (LOCATION PURPOSES ONLY, DO NOT PAINT) PARKING STALL COUNT CONSTRUCTION NOTES Oj INSTALL STANDARD DUTY SIDEWALK CONCRETE. SECTION PER DETAIL 1, SHEET C7.0 OINSTALL STANDARD DUTY ASPHALT CONCRETE PAVEMENT. SECTION PER DETAIL 1. SHEET C7.0. OINSTALL HEAVY DUTY CONCRETE PAVEMENT. SECTION PER DETAIL I, SHEET (:7.0. THICKENED EDGE PER DETAIL 2, SHEET C7.0 AT ALL EDGE CONDITIONS. OOVERLAY EXISTING ASPHALT CONCRETE PAVEMENT. REFER TO SHEET C5.0 FOR PROPOSED GRADES. �5 CONSTRUCT CONCRETE CURB PER DETAIL 4, SHEET C7.0. O CONSTRUCT CONCRETE CURB AND GUTTER PER DETAIL 5, SHEET C7.0. �7 INSTALL ACCESSIBLE RAMP PER DETAIL 7, SHEET C7.0. OINSTALL SURFACE APPLIED DETECTABLE WARNING SYSTEM (TRUNCATED DOMES) PER SAFETY STEP, COLOR YELLOW. OINSTALL "CLEAN AIR / VAN POOL / EV" IN 12" HIGH WHITE LETTERS AT ENL) 01= PARKING STALL. INSTALL CLOSED ROOF TRASH ENCLOSURE WITH ACCESSIBLE RAMP. REFER TO 10 ARCHITECTURAL PLANS FOR MORE INFORMATION. PROPOSED RAMP GRACES PER SHEET C5.0. 11 INSTALL LANDSCAPING. REFER TO LANDSCAPE PLANS FOR MORE INFORMATICN. 12 JOIN EXISTING CURB, CURB AND GUTTER, VALLEY GUTTER AND SICEWALK. 13 INSTALL ORDER BOARD. REFER TO ARCHITECTURAL PLANS FOR MORE INFORMATION. 14 INSTALL ACCESSIBLE PATH OF TRAVEL S-RIPING PER DETAIL 3, SFEET C7.1. 15 INSTALL HEADACHE BAR. REFER TO SIGNAGE PLANS FOR MORE INFORMATI01\ . 16 INSTALL CONCRETE BOLLARD. REFER TO ARCHITECTURAL PLANS FOR MORE INFORMATION. 17 INSTALL ACCESSIBLE STRIPING PARKING STALL PER DETAIL 1, SHEI_T C7.1. INTERNATIONAL SYMBOL OF ACCESSIBILITY PER DETAIL 1, SHEET C7.1. 1 g INSTALL VAN ACCESSIBLE PARKING STALL_ SIGN PER DETAIL 4, SHEET C7.1. SINGLE BASE SIGN POST PER DETAIL 9, SHEET C7.1. 19 INSTALL STRAIGHT ACCESSIBLE PATH OF TRAVEL SIGN PER DETAIL 6, SHEET C7.1. SINGLE BASE SIGN POST PER DETA1 9, SHEET C7.1. 20 INSTALL STANDARD 90' PARKING STALL STRIPING PER DETAIL 2, SHEET C7.1. INSTALL "UNAUTHORIZED PARKING SIGN" ( 1 EA.) AT ENTRANCE F=;OM 23RD 21 STREET PER DETAIL 5, SHEET C7.1. SINGE BASES SIGN POST PER DETAIL 7, SHEET C7.1. 22 INSTALL CMUTCD SIGN R1 -5A OR R1-5 - "YIELD TO PEDESTRIANS" 23 INSTALL "DO NOT ENTER" IN 12" HIGH WHITE LETTERS 24 INSTALL "ONE WAY" IN 12" HIGH WHITE LETTERS 25 INSTALL PAVEMENT MARKING. REFER TO ARCHITECTURAL PLANS FI;�R MORE INFORMATION. 26 INSTALL SITE SIGNAGE. REFER TO ARCHITECTURAL PLANS FOR MO'_E INFORMATION. 27 INSTALL 1'-0" WHITE LIMIT LINE PER CAL -TRANS STANDARD PLAN A24E. 28 INSTALL GUARD RAIL. REFER TO ARCHITECTURAL PLANS FOR MORI INFORM t,TION. PIPE EMBEDMENT SHALL BE PER DETAIL 8, SHEET C7.0. 29 INSTALL SITE LIGHTING. REFER TO ELECTRICAL PLANS FOR MORE INFORMATION. 30 TRASH ENCLOSURE APPROACH TO BE HEAVY DUTY CONCRETE PA'V'EMENT P17 -R DETAIL 3, SHEET C7.0. THICKENED EDGE PER DETAIL 2, SHEET Ci.O AT ALL. EDGE CONDITIONS. 31 CONSTRUCT CONCRETE CHANNEL GUTTER PER DETAIL 10, SHEET C7.0. OINSTALL REMOVABLE GALVANIZED STEEL BARRIER POSTS PER LATEST PG&E. 32 GREEN BOOK REQUIREMENTS AND SPECIFICATIONS. SEE APPROVED PG&E Pl_AN FOR MORE INFORMATION. 33 FOG SEAL ASPHALT PAVING AT JOIN CONDITIONS. 34 INSTALL 4" THICK 60' YELLOW STRIPING, 36" ON CENTER, 2 COATS OF PAINT. CONSTRUCT 2.0' WIDE CURB CUT FOR STORMWATER DISPERSION ItJTO LANDSCAPE. 35 LANDSCAPE SHALL BE DEPRESSED IN AT CURB CUT. REFER TO DETAIL 9, '=HEE- C7.1 FOR MORE INFORMATION. LANDSCAPE DEPRESSION PER SHEEN- C5.0. 36 WHERE A BREAK IN THE GUARDRAIL AND PATH FOR PEDESTRIAN ACCESS IS PROVIDED, INSTALL SURFACE APPLIED DETECTABLE WARNING SYSIEM (TRUNCATED DOMES) PER SAFETY STEP, COLOR YELLOW. 37 HME VDL100 VEHICLE DETECTOR LOOPS TO BE INSTALLED PRIOR __O CCNCRi_TE POUR. INSTALLATION INSTRUCTIONS PER SHEET C7.2. 38 INSTALL CAMUTCD STANDARD SIGN R5-1 "DO NOT ENTER" AND R!5 -1a "WRONG WAY" SIGNAGE AT DRIVEWAY. SINGLE BASE SIGN POST PER DETAIL 7, SHEE -- C7.1. INSTALL FIXED GALVANIZED STEEL BARRIER POSTS PER LATEST P�&E GREEV 39 BOOK REQUIREMENTS AND SPECIFICATIONS. SEE APPROVED PG&E PLAN F0z' MORE INFORMATION. CITY RECORDS NO. CITY OF BAKERSFIELD HORIZONTAL CONTROLI C4.0 AND PAVING PLAN LEGEND c: o I 4m m m _ CENTERLINE 0 ALL Q ' - -- PROPERTY LINE LINE �- ® I•i i !� APPROXIMATE CIV _ .__ r____- _ - .-- .--�-� _-- 1® CIVIL LIMIT OF WORK LINE E --- _ E O . ` `\`' v--- -- - cm } / --fir- GB GRADE BREAK LINE P ----- -- --•--�-- _ _ - R RIDGE LINE 482.39'TC---------�-- - ------- 481.58 FL 481.75 FS W - > > --> - > FLOW LINE -- ._ - ire-I� . __. 481.89 FS® I♦ _I�. _ - EY E -*- 4 2 35 TC 482 23 TC 8 _ _ _ - . W W .� yO�i 481.73 -FS 4. 1.85 -FS - - - -- ---- 481.73 FL K` O - 01 _ W W- W W© W W - W -- -�. � `y' C W W W W W .y --- I , _s00 TC PROPOSED SPOT ELEV, TION _ w n .� I _ 482.50 FS {482.04 TC [ s I ` 482.23 TO ' 3 W I 481.71 FS 481.90 FS ° ° ° W \ 482.75 TC) EXISTING SPOT ELEVATION i JOIN EX. 2 JOIN EX 3 o __.-_._ 0 ) 482.25 FS f t € I 3 e I = 4 I 0 ° e PROPOSED FLOW DIRECTION AND SLOPE 479.80 FL I 480.74 FL 480.96 FL I ( Imo-- j ° - o I 2.009 ( ) N ( 0 0 I DIRECTION OF STREET FLOW I 482.00 FS 482.02 FS 482.05 FS! f [ E , ,y s Q W L y 482.06 FS GRADING AND DRAINAGE NOTES W (482.04 FS),_ 482.03 FS JOIN EX. �u FUTURE GREASE INTERCEPTOR TO w �IOIN EX. JOIN E><. , �cv a BE SIZED, PERMITTED AND PATH OF TRAVEL MUST HAVE 5% MAXIMUM RUNNING AND 2% CROSS ELOPE: ACCESSIBLE vo W X0.4% CONSTRUCTED BY FUTURE TENANT. 41 I� r ^ , ' I 1 AT ALL TIMES. Y J 1 4 �� ACCESSIBLE PARKING STALL AND FUTURE EV STALL MUST HAVE 2% SLOP;-- IN ANY � � 2 481.03 FS 481.46 FS DIRECTION AT TIMES. 0 CURB l O DIRECTO A S y , - JOIN EX. JOIN EX. 482.44 FS O 481.36 TC 482.40 FS (482.931 S "� 3O 0 CURB. REFER TO DETAIL 10 SHEET C7.1 FOR MORE INFORMATION. JOIN EX. JOIN EX. ` 480.86 FL" 482.93 TC O INSTALL CLASS 1 RIP -RAP AT CURB CUT. 481.32 FS p" g 482.60 FS I 480.71 FS ` 3 482 7 FS 482.92 TC 482.92 FS ( 482.90 FS JOIN EX. 1 482.42 FS JOIN EX. JOIN EX. ` N ° INSTALL IDE CURB CU REFER 0 D 9 ° Oce aao °. a _ --- - - -,vim - RE I FORMP.� �v 5 I A 2 0' W T T DETAIL SHEET C7 1 FOR MORE N 10 c IIS oo ° 481.17,FS °O 0000000)'00000c 0000 �,■■*r 1 480.77 FS ° o° b\ ° A° 000000c 00000 0 oocc o0,, ( 82.90 FS I oo r� . 7.9%. ��I ^ �:.. 000 000���c� R-o�� oo° JOIN EX. ° g ui JOIN EX. 000 ° ° . o 0 0 �� °�° N -. D _ 481.37 TC 2 ° ° 3 0 CURB ° �� O 1 'S \ = 480.87 FLS ° ° ° a 481.19 FS 82.42 FS <b� 483.00 FF 483.00 FF O I �' A -- A 3 0 0 CURB 483.00 FF ° Z 483.00 FS C5.1 ° , - .° , ° a oo� 483.00 FS I � 3 C�� 1 7q 82.94 TC \482.98 TC 483.00 FF O � �� �� 482.15 TC � 481.63`FS O 482.44 FS 482.48 FS 481.65 FS J v 1 ' W ° ° 481.22 FS p" CURB O 0" CURB 0" CURB p 481.68 FS W .. (481.19 TC 483.00 FS -- 482.13 -FS 481.61 FS , 481.04 FS 80. 1 FL O �' �' 482.20 FS R __-- p o o� % 1 1.4% O 482.17 FS \, g 6.6% �AO o p o E f `CD �' �' '` � 481.00 LIP 9 co 481.61 FS ° ��y pp 1 482.15 TC 0" CURB p o 480.62 FG y € 482.48 FS �° 482.93- It 483.00 FF -- 481.55 FS o 482.43 FS - ° 1.5% - 482.08�TC - 482.00 TC C5.1 �, �, 0.8% 481.50 FL ° o _ 481.92 FS 482.01 FS 1.3% 481.95 TC ° a 480.74WFG W W 481.80 FS �� ( 481.70 TC --- --- - 481.60 LIP oD 481.20 FL `I' 4.81.30 LIP `1 W 481.45 FL L 481.99 FS 481.55 LIP 482.04 TC -� 481.97 TC 4f31.54 FL 482.92 TC 481.47 N � 483.00 FS 483.00 FS � � J FL I 48Y.46 C ( 481.64 LIP CENTERLINE 480.96 ° ° o 482.42 FS -�_ U - 1.4q° �. `481.57 LIP L � � 4�1 �rT E; >-----� co 481'.13 LSI � _ . JOIN EX. �� - v !� (2.6%) 482.92 TC 0 CURB 481.59 F _ 481.69 LI f ° c\1° 482.70 FS � �, � _ � L CL � W � 9 ° ' °° > Q 482.42 FS r�4g°2.86,FS oho 483.00 FS �L ,� 0 SEE DE AIL 1 HEREON �, �, �, , JOIN EX- I . > �.,. ,,., :482.89 TC 483.00 FF 3 (0 O �.�w ° °- ��� �i teem Mon" asgas r� �>d mwam �s ss� sxm ■� s t �e1 482.81 FS 482.39 FS �� 483.00 FF ° � ° � DETAIL 1 r 00 ° • 483.00 FS 483.00 FF 483.00 FS �' - 3 I cn ° ° ° �_ 3 0 CURB o ° .'° ° ° o ° ° SCALE: 1 = 5 W � 482.15 TC 482.34 FS off^ SIDEWALK CONCRETE PAVEMENT PER W 481 65 FS ° ° ° ° n (�.o�-a (�.c911111111 (�oc�0 482.96 TC ° 483.00 TC GENERAL NOTES ° 482.75 TC `�- �d� ' . `� �� s�. SEPARATE PERMIT. REFER TO ° 2 gq° ° 482.46 FSY-4-82.50 FS ° U o . v OFF-SITE STREET IMPROVEMENT o 2.5% 482.25_FS ° ° 482.97 TC ° u PLANS FOR IMPROVEMENTS WITHIN , y 2 ° ° 0" CURB ° ° ° o° ° ° ° 482.95 TC 482.47 -FS ¢ z 1. WHERE GRADES ARE AFFECTED, THE GENERAL CONTACTOR SHALL USE A SURVEYOR ° THE RIGHT-OF-WAY. �° ° . 3 ° °g +� ° ° ° ° ° 6 w° ° AS NEEDED TO INSURE PROPER GRADES ARE ACHIE'iED. W ` ° ° °482.31 F . °° o ° �° ° > 482.45 FS ° > 6, B w I` o STREET LIGHT PULL BOX y y y ° ° ° > 482.76 TC o `482.66 TC 2. STRIPING SHALL BE COMPLETED PER THE REQUIREMENTS OF THE CURRENT CALIFORNIA 482.26 FL: 482.16 F , BUILDING AND APPLICABLE y W W y 482.11 TIC ° ° ° ° ° ° - L G CODE CABLE LOCAL CODES. GRA)ES SHALL B V i ° 482.28 TC E VERIFIED FSR y W y y y y ° ° ° 482.36 -LIP ° 482.26 LIP COMPLIANCE AT THE TIME OF CONSTRUCTION PRIOR TO STRIPING. 481.61 -FS 0.8% 481.78.FS ---�� V a 4 - , 1k � y a .�. __ .�_ _� J, J, > 480.61 FS_ v -- -- 482.66 TC 482.78 TC W ° 3. THE GENERAL CONTRACTOR SHALL ALSO REVIEW ANY' APPLICABLE STATE AND LOCAL (479.62 FL) • W W W W- GUIDELINES AS THEY APPLY TO THE ACCESSIBILITY AND SIGNAGE. FOR ADDITIONAL 481.14'FS ° g ° `o �(481.35 FS 481.53 FS 482.16 FL 482.80 TC 482.8 TC 482.28 FL I (2 4%)®��' �` '� �' �` �' �" '� '�" W W --- �� ° ° 482.35 FS) _- INFORMATION REFER TO THE ARCHITECTURAL ACCESSIBILITY SHEETS INCLUDED IN THE 482.26 LIP 482.30 FL 482.35 FL 482.38 LIP PERMIT SET. T 0 482.45 LIP-- g -TC 0 �1 li O I• ® ® I� ® IIo� ® I� _ _ ® I� I� ISI• I� !"� ®� � N r O p 482.83 TC 482.86 TC `° 4 2.08 FL 1°° 4. THE GENERAL CONTRACTOR SHALL VERIFY ELEVATIONS AND GRADES PRE & P -)ST STREET LIGHT AND PULL BOX "� f 482.33 FL f '� 82.43 LIP 482.36 FL ° - - CONSTRUCTION AND REPORT ANY DEFICIENCIES TO THE ARCHITECT AND CIVIL ENGINEER b\ I\ 482.46 LIP N� BEFORE START OF WORK AND AT COMPLETION. s I oho °0.° rn �� o cv ° "? r v `� 5. ALL NEW CONSTRUCTION SHALL BE VERIFIED TO BE IN COMPLIANCE WITH LOCf1LLY o��Sg 480.74 FL 481.24 FL IM� ADOPTED ACCESSIBILITY REGULATIONS. ANYTHING FOUND NOT IN COMPLIANCE SHALL_(p 79) 1 6% 481.54 FL BE REPLACED AT THE CONTRACTORS EXPENSE. ALL SLOPES TO BE MEASURE[) WITH A ° CURB RAMP TO BE INSTALLED BY CITY. __. _ Q._. �_(0.7%) _ . �.._.. _..__._._ .____. __ ___. <___ ( ) 24 SMART LEVEL. SMART LEVEL TO BE CALIBRATE BY NIST. o R!:_FER TO OFF-SITE STREET IMPROVEMENT PLANS FOR IMPROVEMENTS WITHIN THE I _ __._ _..___ 6 S IT IS ACKNOWLEDGED THAT THE IMPROVEMENTS SHOY/N ON THIS PLAN CONSIST OF A E RIGHT-OF-WAY. _ LIMITED SCOPE OF WORK AND MAY NOT BRING THE ENTIRE SITE INTO FULL \ I COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT GUIDELINES AND ANY OT-IER N SIDEWALK CONCRETE PAVEMENT PER SEPARATE - N = i �) CURB AND GUTTER PER SEPARATE PERMIT. COMMERCIAL DRIVEWAY APPROACH PER STATE SPECIFIC ACCESSIBILITY CODES. THE ENGINEER OF RE .c PERMIT. REFER TO OFF-SITE STREET IMPROVEMENT w COMMERCIAL DRIVEWAY PER SEPARATE PERMIT. j U/ CORD SHALL NOT BE HELD (479.80 FL) Z - DRIVEWAY SHALL BE USED ONLY AS AN EXIT 1 REFER TO OFF-SITE STREET IMPROVEMENT ° PLANS FOR IMPROVEMENTS WITHIN THE ! I `SEPARATE PERMIT. REFER TO OFF-SITE STREET RESPONSIBLE FOR ANY EXISTING CONDITIONS OUTSIDE: OF THE IDENTIFIED SCOPE OF ° ONTO G STREET. REFER TO OFF-SITE STREET PLANS FOR IMPROVEMENTS WITHIN THE IMPROVEMENT PLANS FOR IMPROVEMENTS WITHIN WORK THAT ARE NOT BROUGHT WITHIN COMPLIANCE. N RIGHT-OF-WAY. O ` RIGHT-OF-WAY. THE RIGHT-OF-WAY ° -It o IMPROVEMENT PLANS FOR IMPROVEMENTS WITHIN 7. WHERE ASPHALT PAVEMENT MILL AND OVERLAY IS PROPOSED THE GENERAL LQ) I N THE RIGHT-OF-WAY CONTRACTOR SHALL CORE A 2 DIAMETER SECTION AND VERIFY THE EXITING PAVEMENT SECTION IS GREATER THAN 3". GENERAL CONTRACTOR SHALL NOTIFY CIVIL oG S REET ENGINEER IF LESS ASPHALT PAVEMENT IS THAN 3" =0R FURTHER DIRECTION f,S MILL v it AND OVERLAY MAY NOT BE FEASIBLE. C CENTERLINE--\ .21N N 0 n ° U C O U ■�i >_ U O r Ih l ISSUE DATE DESCRIPTION 06/22/18 1ST PLAN CHECK SUBMITTAL 0 nT. - 08/21/18 2ND PLAN CHECK SUBMITTAL DIAL TWO IWORKING 11/15/18 3RD PLAN CHECK SUBMITTAL BEFORE DAYS BEFORE YC>U DIG �N YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT N 0'49' 11 "E 1039.93' imiI'.,' DRAWN BY JP CHECKED BY TH RECOMMENDED ENGINEERS SEAL Kimiewl Horn CITY OF BAKERSFIELD 9 ESS�gyt, APPROVED BY: * RCE N0. E6160 t F C A,,\' 765 THE CITY DRIVE, SUITE 200 ORANGE=, CA 92868 (714) 939-1030 CITY ENGINEER PREPARED UPPE't : THE DIRECT SUPERVISION OF: RCE DATE: 11/16/201- JOHN 1/10/201JOHN POLLOCK, R.C.E. NO. 86160 EXP. 12/31 /19 EXP PROJECT ADDRESS 1800 23RD STREET, SUITE D DATE BAKERSFIELD, CA 9:3301 KHA PROJECT ID: 194652001 GRAPHIC SCALE IN FEET 0 5 10 20 SCALE 1"= 10' WHEN PRINTED AT FULL SIZE (24"X36") CITY OF BAKERSFIELD GRADING AND D RAINAGE PLAN CITY RECORDS NU. C5.0 0 E O T Y 0 c, o U) 0 L U 3 � D U c EN u N Q O 0 0 ao N Q 0 O c N o _ E � Y 0 z 483 0 c o 0 0 +- o o PROPOSED LANDSCAPE 0 482 PROPOSED 6" CURB AND GUTTER PROPOSED LANDSCAPE ' T ...... ..... y - . s 3 481 PROPOSED CONCRETE CHANNEL GUTTER � 3 -c C E n 0 40 L 0 0 c o .3 � U O c C a a a E 0 c 0 V) o CL J � � o � a Cn 3 r C 3 0 Q L - c n a _ m L N T (D C 0 v Q) 0 E 1%00-227-2600 C SERVICE BY ID SERVICE ALERT HLI r_3311DLC r/A Irl LLVtL LANUINU SECTION B -B HORIZONTAL SCALE: 1" = 1' (WHEN PRINTED AT FULL SIZE 24" X 36") VERTICAL SCALE: 1" = 1' (WHEN PRINTED AT FULL SIZE 24" X 36") EXISTING SIDEWALK - BEGINNING 481 EXISTING FLOW LINE - EXISTING STREET wo 1.5% 479 484 483 EXISTING SIDEWALK BEGINNING 482 EXISTING STREET EXISTING FLOW LINE EXISTING SIDE 4811, wo _. . PROPOSED T.E. WALL PROPOSED T.E. ACCESSIBLE PATH 6" CURB INSIDE T.E. CVICTIAIf` Cln17%A/Al I/ _ .. ,/—PROPERTY LINE PROPOSED BUILDING WALL PROPOSED BUILDING FINISHED SURFACE SECTION A -A (REFG=R TO DETAIL 1 ON SHEET C5.0.) HORIZONTAL SCALE: 1" = 1' (WHEN PRINTED AT FULL SIZE 24" X 36") VERTICAL SCALE: 1" = 1' (WHEN PRINTED AT FULL Si -'-E 24" X 36") EXISTING CURB TO REMAIN `-APPROXIMATE CIVIL LIMIT OF WORK LINE EXISTING ALLEYWAY PROPOSED LANDSCAPING EXISTING CURB EXISTING PARKING STALL EDGE OF PARKING STALL SECTION C -C HORIZONTAL SCALE: 1" = 2' (WHEN PRINTED AT FULL SIZE 24" X 36") VERTICAL SCALE: 1" = 2' (WHEN PRINTED AT FULL SIZE 24" X 36") PROPOSED CURH PER PLAN PROPOSED LANDSCAPE `--PROPERTY LINE EXISTING S DEWALK JCL I KAN U -U HORIZONTAL SCALE: 1" = 2' (WHEN PRINTED AT FULL SIZE 24" X 36") VERTICAL SCALE: 1" = 2' (WHEN PRINTED AT FULL SIZE 24" X 36") PROFOSED FLOW LINE PROPOSED LIP T F PROPOSED CURB ---\ PF OPOSED DFIVE THRU SECTION E -E HORIZONTAL SCALE: 1" = 2' 'WHEN PRINTED AT FULL SIZE 24" X 36") VERTICAL SCALE: 1" = 2' (WHEN PRINTED AT FULL SIZE 24" X 36") \�EXISTING GRADE ---- - EXISTING GRADE 1.7% 1.7% PROPOSED FUTURE PROPOSED GRADE EV PARKING STALL - - ------ - PROPOSED WALKWAY 1.0% SECTION F -F HORIZONTAL SCALE: 1" = 2' (WHEN PRINTED AT FULL SIZE 24" X 36") VERTICAL SCALE: 1" = 2' (WHEN PRINTED AT FULL SIZE 24" X 36") PROPOSED BUILDING WALL PROPOSED BUILDING FINISHED SURFACE /-EXISTING DRIVE AISLE 1�1 t � " I �I i J' I .E V)'- v U J T E 1 o O ao 0 j N 3 z;. a z 3 Q J E I3 f— O ° 0 C � � I 0 a a o a E 0 U N O c a� a a� � o � 3 c I O - L / U 0 3 0 Q t- U � � I c: 0 N LL O a I n ° .a c � o N T " 0 oa O 4- a� a� C L W 4- N I U -0 i cn a� N cf) o L -- Q) c 0 m_ N i S C O Z N O ° N Ln c O s I i� U ° � a 0 o C ° o 2 > a W ° o J o I ° Q L_ O L �3 a� o E 0 c c 0) (:Y)m U 0 N L L ��a i p i - -------o ------------- -----_-------- ------ SEE *NOTE L 0S9 - --- — X2 i SEE *NOTEW1 ' 0 0 0 *N SEEOTE 0 0. ( -- I I I I X1 0 0 - so I•I•������I• -- _ - . i ` y} W 2 _ V X2 t, I S1 S8 FUTURE GREASE INTERCEPTOR TO I -'- tBE SIZED, PERMITTED AND CONSTRUCTED BY FUTURE TENANT. 3 f -- X8 O X5 S4 i E L i SEE *NOTE I S3 � *NOk ' £ ( SEE *NOTE S1 I 0 oco _ = - aaa o 000000 -7 00 000000000. oo - 00 coo 0000000SO 00000000c , 000 000 000 0000 00 000000 oo c000 D00c coo( I I O ry _- X7 a W S4 S4 1 S6 I i W ,z 0 X3 p 3 c JZ p a i � O U > p W4 _ 0 I� p CO t , SEE *NOTE C) 5= , cy) Q O G G 3 c\j X4 i ..� W5 ac ,0000Li 00 O O I 00 _ O z ju L w F - z O O 0 r k Sf ® ® 1i m ® ®{ I• m i �[ i• I• I•. ;� I• I. 1• . IN .1� I•�`ir t• r I� ®�� !• 4 b v b 4 t1 n1A b 5 r� a b A . I L - -= -- -= EXISTING UTILTIES 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. UNDERGROUND SERVICE ALERT z 0 G, STREET GRAPHIC SCALE IN FEET 0 5 10 20 1" = 10' --- WHEN- PRINTED AT FULL SIZE (24 X 36-) DOMESTIC WATER NOTE CONTRACTOR TO COORDINATE THE TESTING OF THE BACKFLOWS USING A CERTIFIED TESTING COMPANY CA WATER SERVICE - BAKERSFIELD DISTRICT CONTACT: LORETTA LEON 3725 SOUTH H STREET, BAKERSFIELD CA 93304 OFFICE: (661) 837 7232 CELL: (661) 832 4502 LLEONOCALWATER.COM ISSUE DATE DESCRIPTION 06/22/18 1ST PLAN CHECK SUBMITTAL 08/21/18 2ND PLAN CHECK SUBMITTAL 11/15/18 3RD PLAN CHECK SUBMITTAL mmmmmmm LDB DRAWN BY JP CHECKED BY TH RECOMMENDED *NOTE CONTRACTOR TO HAND DIG ALL UTILITY INSTAL_ATIONS WHERE CROSSING OF EXISTING JTILITIES OCCUR. ENGINEERS SEAL CITY OF BAKERSFIELD PROJECT ADDRESS ESS/ Kimley)))Horn APPROVED BY: 1 Pot <o Fy, 765 THE CITY DRIVE, SUITE 200 1800 23RD STREET, SUITE D ORANGE, CA 92868 RCE NO. W60BAKERSFIELD, GA 93301 * * (114) 939-1030 CITY ENGINEER DATE ✓� �� PREPARED UNDER.: THE DIRECT SUPERVISION OF: RCE # EXP KHA PROJECT ID: 194052001 -f Clv% Q� F pF CA1 \Fa DATE: 11/2(0/201 JOHN POLLOCK, R.C.E. NO. 86160 EXP. 12/31/19 LEGEND m I&IIIII ms m" A ug SS SEWER PROPERTY LINE/RI-:,HT-OF-WAY CENTER LINE APPROXIMATE CIVIL LIMIT OF WORK LINE PROPOSED GAS P1=E PROPOSED SEWER PIPE PROPOSED WATER PIPE EXISTING SEWER PPE EXISTING WATER PPE EXISTING ELECTRICAL CONDUIT EXISTING TELECOMMUNICATION CONDUIT UNKNOWN NON-CONDUCTIVE LINE ( S1 ) EXISTING 3" PVC SEWER LATERAL TO REMAIN S2 EXISTING 4" PVC SEWER LATERAL TO REMAIN. S3 EXISTING GREASE INTERCEPTOR TO REMAIN. S4 EXISTING CLEANOUT TO REMAIN. S5 EXISTING CONNECTION TO SEWER MAIN TO REMAIN. S6 ABANDON EXISTING 3" PVC SEWER LATERAL S7 INSTALL LINE SIZE SEWER CLEAN OUT PER DETAIL 8, C7.1 S8 INSTALL 4" SDR -35 PVC SEWER LINE LATERAL AT 2% MINIMUM SLOPE. BEDDING AND TRENCHING PER DETAIL_ HERON. S9 CONNECT TO EXISTING 4" SEWER WITH LINE SIZE WYE. BUILDING POINT OF CONNECTION. REFER TO LUMBING SHEET P-2 10 FOR CONTINUATION. DOMESTIC WATER W1 INSTALL NEW 2" WATER METER PER CA WAT_R SERVICE STANDARDS. QINSTALL NEW 2" BACKFLOW PREVENTOR, FEECO 825YA LEAD FREE, PER CA W2 WATER SERVICE STANDARDS. SEE DRAWING CVV1002 R4, SHEET C7.2. VV3 EXISTING 8" AC WATER MAIN IN ALLEY. W4 INSTALL 2" SCH. 80 PVC DOMESTIC WATER I_ NE BEDDING AND TRENCF NG PER DETAIL HEREON. W5 BUILDING POINT OF CONNECTION. REFER TO PLUMBING SHEET P-2 FOR CONTINUATION. W6 CONNECT TO EXISTING 8" WATER MAIN PER CA WATER SERVICE STANEARDS. W7 INSTALL NEW 1" WATER METER PER CA WATER SERVICE STANDARDS. OINSTALL NEW 1" BACKFLOW PREVENTOR, FEBCO 825YA LEAD FREE, PER CA W8 WATER SERVICE STANDARDS. SEE DRAWING CW1002 R4, SHEET C7.2. W9 INSTALL NEW 2" DOMESTIC WATER LATERAL FIER CA WATER SERVICE STANDARDS. @1 ABANDON 1j" WATER LINE IN PLACE. MEP UTILITIES _ X1 EXISTING PAD MOUNTED TRANSFORMER TO REMAIN. X2 EXISTING ELECRICAL CONDUIT AND WIRE TO BE REMOVED AND REPLACED. X3 EXISTING ELECTRICAL SWITCH GEAR/POINT OF CONNECTION TO BE CHANGED. X4 PROPOSED GAS METER LOCATION. COORDINA--E INSTALLATION WITH PA:;IFIC GAS AND ELECTRIC COMPANY. APPLICATION NO. 1146660 X5 PROPOSED GAS LINE. X6 PROPOSED GAS POINT OF CONNECTION ON MAIN LINE. COORDINATION TAP AND CONNECTION WITH PACIFIC GAS AND ELECTRI -- COMPANY. X7 EXISTING TELECOMMUNICATIONS CONDUIT TO REMAIN. X8 INSTALL 4 (EA) 5" CONDUITS PER APPROVED PG&E PLAN. ENCASEMENT PER APPROVED PG&E PLAN. PROPOSED (PAVEMENT PER PLAN. 12" PAVEMENT SECTION N FILL MATERIAL O BEDDING UNDISTURBED TRENCH BED „ MI �-SHAPE TO FIT PIPE AND or THOROUGHLY COMPACT UNDER OVER -EXCAVATE d/ ` PIPE. SEE NOTE 1. 12" AND RE -COMPACT NOTES COVER: 36 MINIMUM, OR MINIMUM OF AGENCY HAVIW_ JURISDICTION NOTE 1: EXCAVATE FOR BELLS OR HUBS SO FULL LOAD IS CARRIED BY PIPE BARRELS. FLEXIBLE PIPE BEDDING AND TRENCH DETAIL 1 N.T.S. J CITY RECORDS NO. CITY of enKEnasFIF1D UTILITY PLAN C6.0 (FOR REFERENCE ONLY) 0 0 L 3 C) L a) U N ui N Q C J E 0 � T N E E Y o o 70 a n ° o v ° _ o N >o 0 0 3 ° U) E 3 0 t 3 J c E L) O '1 a N c O V c N o Q) E > a J ° ry 0 I U W ° v n � a c O f1 3 c i / s � 3 Q O J L- U � a z 0 N a I a y,, U a� N a N a L .� N U � N } o Q N 6 N I C O I; c i � a N c cna C -o c v i 2 > a LLJ c O _J U I Q 0 3 o E � U o L t TOLL FREE -q%jjt&jV1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PROPOSED T.E. 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. BACK OF SIDEWALK GRAVEL FILLED BAGS ARE TIGHTLY STACKED SPILLWAY PONDING HEIGHT CURB BACK OF CURB INLET CATCH BASIN PLAN VIEW CURB INLET r -SIDEWALK LLWA CATCH BASIN SECTION A -A NOTES: 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. GRAVEL BAG MATERIAL: POLYPROPYLENE, POLYETHYLENE OR POLYMIDE WOVEN FABRIC, MINIMUM UNIT WEIGHT 4 OUNCES PER SQUARE YARD, MULLEN BURST STRENGTH EXCEEDING 300 PSI AND ULTRAVIOLET STABILITY EXCEEDING 707.. 3. GRAVEL BAG SHALL BE FILLED WITH 3/4" ROCK OR 1/4- PEA GRAVEL. 4. PLACE SEVERAL LAYERS OF SAND BAGS (12" MINIMUM HIGH) OVERLAPPING THE BAGS AND PACKING THEM TIGHTLY TOGETHER. 5. LEAVE GAP OF ONE BAG ON THE TOP ROW TO SERVE AS A SPILLWAY. 6. PLACE FILTER FABRIC OVER WIRE MESH. FILTER FABRIC SHALL BE MANUFACTURED FROM UV RESISTANT POLYPROPYLENE, NYLON, POLYESTER, OR ETHYLENE FABRIC WITH AN EQUIVALENT OPENING SIZE NOT GREATER THAN 20 SIEVE AND WITH A MINIMUM FLOW RATE OF 40 GALLONS/MINUTE/SQ. FT. 7. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. CURB INLET SEDIMENT BARRIER N.T.S. ISSUE DATE DESCRIPTION 06/22/18 1ST PLAN CHECK SUBMITTAL 08/21/18 2ND PLAN CHECK SUBMITTAL 11/15/18 3RD PLAN CHECK SUBMITTAL CURB PER DETAIL 4, THIS SHEET a I I I I CONCRETE I <SURFACE p t7 . I�-- PIPE I EMBEDMENT 1 (MIN. 6" ) TYPI N.T.S. EXTENSION SHALL RETURN TO GUARD RAIL POST PIPE EMBEDMENT PER DETAIL HEREON-� NOTES: 1. EMBED 2-1/4-0 GALVANIZED STEEL PIPE SLEEVE 6" DEEP IN CONCRETE. SET POSTS IN HIGH STP.ENGTH GROUT INSIDE SLEEVE. 2. GRIND ALL JOINTS SMOOTH. 3. CONCRETE SUPPORTING PIPE IS TO HAVE 8" MINIMUM SLAB THICKNESS DMENT DETAIL DETECTABLE WARNING (SEE NOTE 2) LANDING LANDING F,O �1 �Gt, < RIs F v V ✓� DETECTABLE WARNING­""'' ARNING (SEE NOTE 2)= / DIAGONAL CURB RAMP IN-LINE CURB RAMP NOTES: 1. ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF THESE PLANS SHALL COMPLY WITH THE LOCAL, STATE, AND FEDERAL REGULATIONS WHICHEVER ARE MORE STRINGENT. 2. CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDING THE FULL WIDTH OF THE CURB RAMP AND 3' DEEP. GROOVED SURFACES ON OUTDOOR CURB RAMPS ARE NOT PERMITTED. VERIFY LOCAL REQUIREMENTS WITH THE BUILDING DEPARTMENT. REFER TO TRUNCATED DOMES DETAIL AND REQUIREMENTS IN THE CALIFORNIA BUILDING CODE. 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. 4. PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC RIGHT- OF -WAY, IN ABSENCE OF LOCAL ROADWAY GUIDELINES, SHALL MEET OR EXCEED LOCAL REGULATIONS. 5. CURB RAMP SURFACES (FLARES AND RAMP) SHALL HAVE A DIFFERENT TEXTURE FROM THE SURROUNDING PAVEMENT. 6. CURB RAMPS SHALL BE CONCRETE WITH STRENGTH OF 2500 PSI. 7. INSTALL 1/4" EXPANSION JOINT FILLER MATERIAL BETWEEN A NEW CURB RAMP AND THE EXISTING SIDEWALKS. 8. WATER PONDING WITHIN THE CURB RAMP LIMITS IS NOT ALLOWED. 9. NO GRADE BREAK IS ALLOWED ALONG THE RAMP SURFACE. 10. CROSS SLOPE OF THE CURB RAMP SURFACE SHALL BE LESS THAN 2%. 11. TRANSITION CHANGE IN ELEVATION IS NOT TO EXCEED 1/2 WITHIN AN ACCESSIBLE ROUTE. 12. DIAGONAL CURB RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF UP TO 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP. ACCI N.T.S. DRAWN BY JP CHECKED BY TH RECOMMENDED ENGINEERS SEAL v"FESS/ RCE NO. 86160 CIV 1` Kimley)))Horn CITY OF BAKERSFIELD APPROVED BY: 765 THE CITY DRIVE, SUITE 200 ORANGE, CA 92868 (714) 939-1030 CITY ENGINEER PREPARED UNOEf�:''ffiE DIRECT SUPERVISION OF: RCE # _ DATE: 11/1-6/201 JOHN POLLOCK, R.C.E. N0. 86160 EXP. 12/31/19 EXP STEEL PLATE AT CONSTRUCTION ENTRANCE/EXIT EXISTING PAVED ROADWAY ENTRANCE/EXIT SECTION TIRE WASH RACK N.T.S. rLANDSCAPE WHERE SHOWN SIDEWALK WHERE SHOWN STEEL PLATTE WITH UNDULATIONS TO REMOVE SEDIMENT FROM TIRES 6' N STEEL PLATE DETAIL 2 4" 1/2" R 1" BATTER 1" R PROPOSED PAVEMENT /2" R PER PLAN co 1/2"R 1" BATTER SUBGRADE COMPACTION FER 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. CONCRETE CURB & GUTTER N.T.S. LANDSCAPE WHERE SHOWN SIDEWALK WHERE SHOWN 6" 4 1/2" R I 1" R HEIGHT PER PLAN �. PROPOSED PAVEMENT PER PLAN SUBGRADE I 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 T -E CURB THE JOINTS SHALL ALIGN WITH JOINTS IN THE WALK. DATE PROJECT ADDRESS 1800 23RD STREET, SUITE D BAKERSFIELD, CA 93301 KHA PROJECT ID: 194052001 It EXPANSION JOINT W/ J" TOOLED CHAMFERED EDGE 2 EACH #4 BAR AT EDGE - PAVEMENT PER PLAN - 0 z °' Ow �m Q #4 BARS C@ 18" O.C. ,r HEAVY DUTY CONCRETE PAVEMI=;NT WITH BROOM FINISH PER PLAN SEE DETAIL 1 1- EREON FOR 13ASE ANG SUBG'?ADE PRE:'ARA TION. NOTES: 1. SEE DETAIL 1 HEREON FOR ADDITIONAL INFORAATION. 2. ISOLATION JOINTS, CONSTRUCTION JOINTS, AND CONTRU_ JOINTS SHALL BE PACED ONLY AS SPECIFIEC CONCRETE PAVEMENT AT DUMPSTER PAD N.T.S. FLUSF AT PA MENT P.C.C. PAVEMENT --A R=J" 24" NOTES: PAVEMENT OR LANDSCAPE AS OCCURS SEF_ DETAIL HEREON FOR BASE AND SU3GRADE PREPARATION. 1. APPROVED BONDING AGENT SHALL BE APPLIED AT CONSTR(JCT11:)11 JOINT. 2. SEE DETAIL 1 FOR PAVEMENT SECTION AND THICKNESS (f . 3. DETAIL APPLIES AT ALL SIDEWALK EDGE CONDITIONS AND F AVEMEN__ TRANSITIONS THICKENED EDGE N. T. S. -< NOTES: - T -r- ----- 1. MATCH EXISTING PAVEMENT SECTION IF MORE STRINGENT THAN SEC -ION PER THS DE` AIL. ---- 2. CONTRACTOR TO PRO`,`DE R --VALUE: OF COMPACTE 'DB SUBGRADE TO ENGINEER PRIOR T; PAVI:MEN"E 1 ----+` OPERATIONS, IN ORDER TO MAKE' ANY NECESSAR ADJUSTMENTS TO THE PAVEMENT SECTION. 3. ALL TREAD SURFACES SHALL BE SIJP-F'ESISTANT. 4. REFER TO ARCHITECTURAL PLANS FOR COLOR. D TEXTURE, PATTERN AND FINISH. w c 5. SEE DETAIL 2 FOR THICKENED EDGE DE'",AIL AT AL EDGE CONDITIONS. i OA C2-PG64-10 ASPHALPC PAVEMENT, 3,500 PSI HEAVY DUTY POR -AND CEMENT CONCRETE OR 2,500 PSI STANDARD DUTY TYPE 1 POF TLAND CEMENT CONCRETE. OCLASS II CRUSHED MIS'ELLANEOUS BASE COMPACTED --0 95% MA> IMUM DRY DENSITY BASED ON ASTM D1557-07 TEST METHOD OF CLASS 2 AGREC;ATE BASE COMPACTED TO 95% OF THE MATERIAL'S ASTM D-1557 MAX IAUM DRY DENSITY. �C SUBGRADE SCARIFIED AND RECOMPACTED TO 95% MA}IMUM DRY DENSIT'f BASED ON ASTM D155-7-07 TEST METHOD STANDARD DJTY HEAV DU -Y ASPHALT CONCRETE STANDARD DUTY SIDEWALK CONCRETE l PAVEMEN- SIDEWALK CONCRETE PAVEMENT OA MATCH EX. 0'-4" 0'--6" - OB MATCH 17X. 0'-0" 0'---4'p OC 0'-10' l -lot#- -- --- PAVEMENT SECTIO S ! N.T.S. CITY RECORDS NO. -� CITY OF BAKERSFIELD CIVIL DETAILS 4 SEF_ DETAIL HEREON FOR BASE AND SU3GRADE PREPARATION. 1. APPROVED BONDING AGENT SHALL BE APPLIED AT CONSTR(JCT11:)11 JOINT. 2. SEE DETAIL 1 FOR PAVEMENT SECTION AND THICKNESS (f . 3. DETAIL APPLIES AT ALL SIDEWALK EDGE CONDITIONS AND F AVEMEN__ TRANSITIONS THICKENED EDGE N. T. S. -< NOTES: - T -r- ----- 1. MATCH EXISTING PAVEMENT SECTION IF MORE STRINGENT THAN SEC -ION PER THS DE` AIL. ---- 2. CONTRACTOR TO PRO`,`DE R --VALUE: OF COMPACTE 'DB SUBGRADE TO ENGINEER PRIOR T; PAVI:MEN"E 1 ----+` OPERATIONS, IN ORDER TO MAKE' ANY NECESSAR ADJUSTMENTS TO THE PAVEMENT SECTION. 3. ALL TREAD SURFACES SHALL BE SIJP-F'ESISTANT. 4. REFER TO ARCHITECTURAL PLANS FOR COLOR. D TEXTURE, PATTERN AND FINISH. w c 5. SEE DETAIL 2 FOR THICKENED EDGE DE'",AIL AT AL EDGE CONDITIONS. i OA C2-PG64-10 ASPHALPC PAVEMENT, 3,500 PSI HEAVY DUTY POR -AND CEMENT CONCRETE OR 2,500 PSI STANDARD DUTY TYPE 1 POF TLAND CEMENT CONCRETE. OCLASS II CRUSHED MIS'ELLANEOUS BASE COMPACTED --0 95% MA> IMUM DRY DENSITY BASED ON ASTM D1557-07 TEST METHOD OF CLASS 2 AGREC;ATE BASE COMPACTED TO 95% OF THE MATERIAL'S ASTM D-1557 MAX IAUM DRY DENSITY. �C SUBGRADE SCARIFIED AND RECOMPACTED TO 95% MA}IMUM DRY DENSIT'f BASED ON ASTM D155-7-07 TEST METHOD STANDARD DJTY HEAV DU -Y ASPHALT CONCRETE STANDARD DUTY SIDEWALK CONCRETE l PAVEMEN- SIDEWALK CONCRETE PAVEMENT OA MATCH EX. 0'-4" 0'--6" - OB MATCH 17X. 0'-0" 0'---4'p OC 0'-10' l -lot#- -- --- PAVEMENT SECTIO S ! N.T.S. CITY RECORDS NO. -� CITY OF BAKERSFIELD CIVIL DETAILS CONC. COLLAR MAY BE SQUARE OR CIRCULAR A, CLE/ N.T.S. NOTES: --COVER 12" 12" FRAME MIN. MIN. 24" MIN. PLAN VIEW `--TE BASE AND UPPORT FOR LOAD CONDITIONS z 0 M 36" MIN. SECTION B -B OUT DETAIL LANDSCAPE PER PLAN GRAVEL OR RIP RAP PAD:\ MIN. 6" DIA. ROCK DEPRESSION PER PLAN- \ CLEANOUT FRAME & COVER PER ALHAMBRA FOUNDRY CO, PRCDUCT NO.A-1241 OR APPROVED EQLAL RISER - C:ONC. BASE AND ',NALL SUPPORT FOR TRAFFIC LOAD CONDITION-� B MAIN PIPE FLOW 0th N INVERT ELEV. PER PLAN UNDISTURBED EARTH SECTION A -A 2.0' WIDE CURB CUT CURB HEIGHT PER PLAN 2' WIDE CURB CUT 9 N.T.S. -PROPOSED PAVEMENT PER PLAN 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 CURB N.T.S. DRAWN BY JP CHECKED BY TH RECOMMENDED PROPOSED PAVEMENT PER PLAN ENGINEERS SEAL QROEESS/p,� Pot za. Fyc� > � Z Ckf W * RCE N0. 86160 -f crv1L lF OF CA1.\F0� GROUND SURFACE 3 J Ld a 4'-0" 0 0 �- 12"0 W SINGLE POST RISER SHALL BE THE SAME AS Iv:AIN PIPE DIAMETER BUT NOT LARGER THAN 6" B INSTALL CAP & SEAL IF TERMINAL CLEANOUT. INSTALL PIPE IF IN --LINE CLEANOUT 3" DIA. STEEL POST N SIGN BASE DETAIL N.T.S. NOTE: ALL ADA SIGNAGE TO BE FURNISHED AND INSTALLED BY CONTRACTOR. ," CCESSWU LEFT RIGHT STRAIGHT DUAL DIRECTION USE APPROPRIATE ARROWS TO INDICATE ACCESS13LE 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 7 HEREON. FOR REFERENCE ONLY: APPROVE ALL ALTERATIONS W/ LOCAL BUILDING AGENCY. NOTES: 1. SIGNS SHALL BE MOUNTED ON A POST PER DETAIL 7 HEREON. UNAUTHORIZED VEHICLES _ PARKED IN DESIGNATED --,qT EACH LOT ENTRANCE ACCESSIBLE SPACES NOT 0 DISPLAYING AS INDICATED DISTINGUISHING U O U PLACARDS OR SPECIAL LICENSE PLATES ISSUED N Q c C FOR PERSONS WITH DISABILITIES WILL BE O C O S T TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES E MAY BE RECLAIMED AT: FILL W/ �-- APPROPRIATE H &STOWING Y OR BY TELEPHONING: (661) 324-6703 O T 0 0 0 .3 c C N U c Q U U Q c _ — o >, C `o S _c T E Y c-� c C c oc 0 ()c -00 C c N c� -0 o N 1 O G +s z 3 a� o o .3 U(v E I 0 0 T U C O N U O U) 0 o (D a G� E a I 0 0 v 0 a� a a� � a lr 3 c a / U Q 3 U O r� .O L a� U O 0 N LL_ 1 0 2- a y� I U +� c y z} r L fs} O N T �3 0 a� a a� CU � N N C 0 E m I c. cn = 0 _ 0 0 0 N - 0 W L :3 U) 8 C a- 0 , o, c rn c c � � Q G O a WU 0 0 I U Q O r 0 / 3 6 o E ° c c n, E U 0 .3,-0 ca �� ISSUE DATE DESCRIPTION 06/22/18 1ST PLAN CHECK SUBMITTAL DD 08/21/18 2ND PLAN CHECK SUBMITTAL �-/ o IWORKING 11/15/18 3RD PLAN CHECK SUBMITTAL DIAL TWO BEFORE DAYS BEFORE YOU DIG YOU DIG �N TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONC. COLLAR MAY BE SQUARE OR CIRCULAR A, CLE/ N.T.S. NOTES: --COVER 12" 12" FRAME MIN. MIN. 24" MIN. PLAN VIEW `--TE BASE AND UPPORT FOR LOAD CONDITIONS z 0 M 36" MIN. SECTION B -B OUT DETAIL LANDSCAPE PER PLAN GRAVEL OR RIP RAP PAD:\ MIN. 6" DIA. ROCK DEPRESSION PER PLAN- \ CLEANOUT FRAME & COVER PER ALHAMBRA FOUNDRY CO, PRCDUCT NO.A-1241 OR APPROVED EQLAL RISER - C:ONC. BASE AND ',NALL SUPPORT FOR TRAFFIC LOAD CONDITION-� B MAIN PIPE FLOW 0th N INVERT ELEV. PER PLAN UNDISTURBED EARTH SECTION A -A 2.0' WIDE CURB CUT CURB HEIGHT PER PLAN 2' WIDE CURB CUT 9 N.T.S. -PROPOSED PAVEMENT PER PLAN 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 CURB N.T.S. DRAWN BY JP CHECKED BY TH RECOMMENDED PROPOSED PAVEMENT PER PLAN ENGINEERS SEAL QROEESS/p,� Pot za. Fyc� > � Z Ckf W * RCE N0. 86160 -f crv1L lF OF CA1.\F0� GROUND SURFACE 3 J Ld a 4'-0" 0 0 �- 12"0 W SINGLE POST RISER SHALL BE THE SAME AS Iv:AIN PIPE DIAMETER BUT NOT LARGER THAN 6" B INSTALL CAP & SEAL IF TERMINAL CLEANOUT. INSTALL PIPE IF IN --LINE CLEANOUT 3" DIA. STEEL POST N SIGN BASE DETAIL N.T.S. NOTE: ALL ADA SIGNAGE TO BE FURNISHED AND INSTALLED BY CONTRACTOR. ," CCESSWU LEFT RIGHT STRAIGHT DUAL DIRECTION USE APPROPRIATE ARROWS TO INDICATE ACCESS13LE 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 7 HEREON. FOR REFERENCE ONLY: APPROVE ALL ALTERATIONS W/ LOCAL BUILDING AGENCY. NOTES: 1. SIGNS SHALL BE MOUNTED ON A POST PER DETAIL 7 HEREON. UNAUTHORIZED VEHICLES PARKED IN DESIGNATED --,qT EACH LOT ENTRANCE ACCESSIBLE SPACES NOT 17X22" SIGN WITH VERBAGE DISPLAYING AS INDICATED DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT: FILL W/ �-- APPROPRIATE H &STOWING l� LOCATION & TELEPHONE NO. OR BY TELEPHONING: (661) 324-6703 SIGN BASE: PER DETAIL 7. UNAUTHORIZED VEHICLES PARKING SIGN 5 N. T. S. THIS SIGN TYPICAL AT ALL ACCESSIBLE RESERVED PARKING SPACES PARKING R7-8 THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACESEAG, A 12" X 6" -SSIBLE PENALTY SIGN WITH - -� WORDING AS REQUIRED PER [[P(i INIMUM 12" X 9" NE $250 CBC SECTION 1113-502.6 OR PER LOCAL CODE 0 - 00muj m� 0Of� o SIGN BASE PER 00cf) � DETAIL 9 NOTES: 1. SIGNS SHALL CONFORM WITH THE N OST CURRENT CALIFORNIA MUTCD STANDARDS. 2. SIGNS SHALL BE MOUNTED ON A POST PER DETAIL- 7. ACCESSIBLE PATH SIGN N.T.S. 6 Kimley*Horn CITY OF BAKERSFIELD APPROVED BY. 735 THE CITY DRIVE, SUITE 200 C RANGE, CA 92868 (;'14) 939-1030 CITY ENGINEER DATE PREP GRED UNDMI THE DIRECT SUPERVISION OF: RCE I XP DATE: 11-/2/201 JOHN POLLOCK, R.C.E. N0. 86160 EXF'. 12/31 /19 ACCESSIBLE PARKING SIGN DETAIL 4 N.T.S. is r DAIKI-Mn Di I IC ADA LOGO STRIPING DETAIL LOCATED AT EDGE OF PARKING SPACE (PER CBC SECTION 1113-502.6.4) ACCESSIBLE PARKING STRIPING N.T.S. 2% MAXIMUM SLOPE --- IN IN ANY DIRECTION IN PARKING STALL AND ACCESS AISLE ADA PARKING SYMBOL, SEE DETAIL I PER PLAN I 6' BLUE STRIPE: 2 COATS T'(P. ACCESSIBLE PATH -CI= -TRAVEL STRIPING N. T. S. �•' SEE SHEET C4.0 FOR STANDARD 90'='ARKING STALL STRIPING DIMENSIONING. CURB FACE I 4" SOLID WHITE PAINT STRIPE COATS f CL9 0, CL STANDARD 900 PARKING STALL STRIPING N.T.S. t• - SEE PLAN FOR PARKING/SIDEWALK INTERFACE VAN LETT=RING WILL NOT BE PAIN -ED. ONLY FOR USED FOR REFERENCE PARKING BY DISABLED PERMIT ONLY (SEE ACCESSIELE SIGN DETAIL 4, HEREON). E i4" BLUE STRIPE 1` ' 2 COATS Tl i> Z -00 VAN I 12' MIN. (3) 6" CHEVRONS 36" O.C. MAX. ---� THE WORDS "NO PARKING" SHALL BE PAINTED ON THE GROUND WITHIN EACH LOADING AND UNLOADING ACCESS AISLE. THIS NOTICE SHALL BE PAINTED IN WHITE LETTERS NO LESS THAN 12 INCHES HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. PROJECT ADDRESS 1800 23RD STREET-", SUITE D BAKERSFIELD, CA 93301 KHA PROJECT ID: 194052001 CITY OF BAKERSFIELD CIVIL DETAILS CITY RECORI:IS NO. ....� C7.1 M 67 O O t 3 N O C N U C N a 0 U O N W i 0 v 2 J T ll 0 O C6 00 '; o ' c� t f' O 1 z a .o a 3 U � a I N � U 0 CT U iu a Q) 2 C) E U o 0 l N O U +, a Q) o N o C 3 d � / U � 3 D Q _o °' L U a� C o O iL_ o a. L ( 0a U � w + a N L � o N a 0 a � C +� C U) CD N U U _ 5 iv N 0 N C _ o o E M I ` C O O N O 0 N Lo O 0) t (n c a, C a O N Q C rn C En C o :3C 0 0 s 12 > a L1J U O _J1 Of� Q 1= O_ / 3 ui 0 E 0 C E 0 U N L t VOL188 Vehicle Detector Loop The following instructions are for installation of the HME VDL100 Vehicle Detector Loop in a single drive-thru traffic lane, for vehicle detector use with any HME drive-thru communication system. The loop should be installed prior to pouring concrete for paving the lane, and therefore requires coordination with the paving contractor. Pay careful attention to the illustrations on the back of this page, especially regarding loop dimensions and the depth and position of its installation. A loop must always be installed at the speaker post or menu board. If you received two loops, the second loop should typically be installed at the service window. If you received three loops, the third loop should typically be installed at the cashier window. Locations of the second and third loops may vary depending on specific requirements. NOTE: In some cases the distance from the loop to where the conduit exits the ground into the speaker post cabinet may exceed three feet. In such cases, an additional % inch (12.7 mm) PVC pipe will be required (not provided). LOOP AREA PREPARATION (Refer to Figure 1) • The loop should begin 12 to 18 inches (305 - 457 mm) out from the curb. • The forward edge of the loop should be lined up with the midpoint of the menu board, speaker post or drive-thru window. • A 3 foot (914 mm) perimeter, free from rebar, wire screen, reinforcing bars, electrical cable or metal objects should be provided. Any metal nearby disturbs the loop's magnetic field, thus reducing the field in which detection takes place. Electrical cables near the loop can possibly cause false impulses to the magnetic field generated by the loop, causing erratic operation of the detector. TOOLS/MATERIALS REQUIRED Shovel; hacksaw; tape measure; wood supports; securing wire; PVC adhesive & brush PARTS LIST • Prefab (folded) loop, 1.5 feet (.46 meter) x 5 feet (1.52 meter) 1 ea • Coupling for '/i inch (12.7 mm) PVC tubing 1 ea • 90 degree elbow for Y2 inch (12.7 mm) PVC tubing 1 ea • Ys inch (12.7 mm) PVC tubing, 2 feet (.61 meter) long i ea • Y inch (12.7 mm) PVC tubing, 3 feet (.91 meter) long 1 ea PROCEDURE • Check the contents of this package against the parts list. If any item is missing, contact your HME sales representative. • Remove the elbow coupling, Figure 2 (6), from the cable. The cable was threaded through the coupling for shipping only. • Assemble the loop as instructed on the back of this page. • Measure the distance from the curb to the outlet of the conduit that comes from the building into the speaker post or menu board to determine if the enclosed 3 foot (91 meter) PVC loop extension reaches from the loop to the conduit as shown in Figure 2 (4). If it does, proceed to the next paragraph. If not, substitute a longer piece of/z inch (12.7 mm) PVC pipe (not provided). Measure and cut the pipe to reach from the loop to the point where it must exit the ground into the speaker post. HM ELECTRONICS, INC. 14110 Stowe Drive, Poway, CA 92064 USA . Phone: 1-800-848-4468 Fax: (858) 552-0172 HME# 40OG 120 Rev C 4/4/07 ISSUE ED) �� Li I HTo DIAL TWO WORKING BEFORE DAYS BEFORE YC U DIG h� YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DATE DESCRIPTION 06/22/18 1ST PLAN CHECK SUBMITTAL 08/21/18 2ND PLAN CHECK SUBMITTAL 11/15/18 3RD PLAN CHECK SUBMITTAL NOTE: PVC adhesive (not provided) must be applied wherever PVC couplings and pipe are fitted together. 1 �t ixt � aca;ree vftehar, wiry screen, rtae�f '`✓ Figure 1. Loop area preparation Figure 2. Loop layout and connections • Flatten the loop (folded for shipping) as shown in Figure 2 (1). Fit the pipe securely into the couplings (2), Lay the loop flat in the drive-thru lane and position it as shown in Figure 2. Elevate the loop on supports that are anchored to the ground, as shown in Figure 3, Level the loop so it will be 2 inches (51 mm) or less from the paved surface when the concrete is poured. Fasten the loop to the supports with wire, so it will not float when the concrete is poured. • Pull the loop wires through the PVC loop extension (4). Slide one end of the sleeve coupling (3) over the nipple on the corner fitting of the loop (5), and slide the end of the loop extension into the other end of the sleeve coupling. • Pull the loop wires through the elbow coupling (6) and the remaining 2 foot (.61 meter) piece of PVC (7). Slide the two ends (of 4 & 7) into the coupling (6), positioning the piece of PVC (7) so it points upward, out of the ground. Be certain it is next to and parallel to the outlets of the conduit coming into the speaker post or menu board from the building. 2 {59 Imn) betwe9n 8" -10" n Asphalt or loop and surface of Concrete asphalt or concrete { rnnf) ``- •"; Con" from s^.s (152 203 mm) a ", InsWe INAIding IL & Sa»d YsidOle Loop Do l supports speaker .. Post Figure 3. Side view of loop in asphalt or concrete Waste Electrical and Electronic Equipment (WEEE) The European Union (EU) WEEE .Directive (2002J96IEC) places an obligation on producers (manufacturers, distributors andr'or retailers) to take -back electronic products at the end of their useful life. The WEEE Directive covers most HME products being sold into the EU as of August 13, 2005. Manufacturers, distributors and retailers are obliged to finance the costs of recovery from municipal collection points, reuse, and recycling of specified percentages per the WEEE requirements. Instructions for Disposal of WEEE by Users In the European Union The symbol shown below is on the product or on its packaging which indicates that this product was put on the market after August 13, 2oo5 and must not be disposed of with other waste. Instead, it is the user's responsibility to dispose of the user's waste equipment by handing it over to a designated collection point for the recycling of WEEE. The separate collection and recycling of waste equipment at the time of disposal will help to conserve natural resources and ensure that it is recycled in a manner that protects human health and the environment. For more information about where you can drop off your waste equipment for recycling, please contact your local authority, your household waste disposal service or the seller from whom you purchased the product. California Water Service Company '�4-- Fire Flow Test 4/13/2018 Test Date: 04/13/2018 Time; 5:00 District BAKERSFIELD Zone: 615 Plat: 30-35 .L ddraac• ST Cross Street: 24TH ST `= Requested B ry ALEXANDER OSINSKI Conducted Bv: H. MOORE - J. HUNTiNGTON Pumose Of Test: FIRE FLOW Witnessed Bv:Celwat -_ R. BROWN Others: ude Outlet No. Size Obsmed static Residual Flow Flow Avail. - NO CONNECTIONS Oft TEE'S BETWEEN METER AND Pressure Pressure Observed 2 Loco ion 1 Hydrant No.: 2389 Address: 2222 F STREET warranty regarding performance of any backflow prevention assembly. closed water system. Cal Water recommends installation uF 1 4.00 37 2613 75 60. 2613 5270 2 should be protected from vehicle damage. Dedicated irrigation and fire suppression services may continue to use approved low lead components. 3 3. Any deviation from the installation specifications described herein must recommended. Enclosure must have adequo'.e drainage in accordance with Cal Water requirements. receive Cal Water approval prior to installation, 4 11. Water services which cannot be turned riff for short durationt; should hove backflow property, immediately after the meter, in the orientation in which it was prevention cssembfies instailee in parallel. evaluated and approved. If backflow prevention assembly is not placed Location 2 Hydrant No.: Address: 12• Uncur no circumstances are the backficvr prevention by Cal Water. In addition. 4" concrete cap and/or sleeve shall be placed ossemb y's test ports be used for anything other than 1 testing (i.e. no garden hose connections, tueing, irrigotioi 12 and 30 inches. A minimum 18" horizontal clearance must be provided for testing and timers, etc.) maintenance. Installation shall comply with all local ordinances regarding 2 permits and property line setback requirements. preventi•r► assembly must be kept free of cl obstructions 5. No outlets, tees, tops, by-pass, swing joints, or other connections, at all tides. 3 14. it k, the customers responsibility to ensure tha- the bockflow port of the backflow prevention assembly) may be installed upstream of prevention ossmbiy is kept in goof workirg order ai all times, to have the assembly te._ed the backflow prevention assembly; however, in no case shall there be a 4 union located both upstream and downstream of the assembly. Failure tc perform required testing or keep Jhe baciflow 6. Alternate instatiation locations or arrangements shall be reviewed and preventktti assembly in good working order v ill result in disruption of water service• Location 3 Hydrant No Address: 7. Any plumbing modification to any part of the backfiow prevention 15. Con, c ct your local Cal Water office to s : edule a fine inspecticr PRIOR to backfilling any exposed assembly will render the assembly "unapproved". Unapproved assemblies 1 Will result in disruption of water service and will require replacement with prior to inspection by Cal Water. an approved assembly at customer's expense, 2 DATE: IMt. DU ��❑ ❑�_ TITLE: REDUCED PRESSURE PRINCIPLE "���•..�.er• DLSMICT: • 3 ASSEMBLY FOR 2" AND SMAI. ER All d SYSTEM EffIKNARC ❑ 4 SERVICES STAMN SCREW= ❑ 800.m.ns.M. DATE: Total Flow Observed Available 2613 5270. Remarks: GPM 2605 StaticiResiduai Location: 2301 G STREET- HYD #2349 Note: Regardless of the results ofthis tss4 Cal& nia Wager Setvrae Complany assumes no 10bilKybeyond that stated in the following excerpt from the 1? U. C. TarriffSchedu/e.• The tttlllty (Ca/ihamia Water SeMcae Company) Wil/supply only such water atsuc* pressure as maybe availablefront &W to time as a result ofits nomal operation offe system. " ENGINEERS SEAL ADB Q��EZ/ Kimley)))Horn DRAWN BY N POl zoc� 765 THE CITY DRIVE, SUITE 200 JP W ORANGE:, CA 92868 CHECKED BY * RCE f& 01 * (714) 93f -1030 LP TH �7j PREPARED DIRECT SUPERVISION OF: F OF CALO DATE: 11/16/203 - RECOMMENDED JOHN POLI NO. 86160 EXP. 12/31/19 CITY OF BAKERSFIELD APPROVED BY: CITY ENGINEER DATE RCE EXP PROJECT ADDRESS APPROVED REDUCED PRESSURE PRINCIPLE ASSEMBLY PRESSURE REGULATOR (WHEN .REQUIRED, SEE dOTE 5) PROTECTIVE ENCLOSURE __� (OPTIONAL) i ` - I CALWATER CUSTOMER ' / PIPING PIPING J� I WATER METER --\12" MIN. TO 30" KrAX, FINISHED GRADE ABOVE FINISHED GRk..DE \\--RIGID METALLIC PIPING TO CUSTOMER PIPING - NO CONNECTIONS Oft TEE'S BETWEEN METER AND ASSEMBLY. SEE NOTE 15, BACKFLOW PREVENTION ASSEMBLY STANDARD INSTALLATION INSTRUCTIONS 1. A backflow prevention assembly is considered customer plumbing. Cal Water assumes no liability and makes no 8. Inst+}lotion of a backflow prevention ass smbly c-eotes a warranty regarding performance of any backflow prevention assembly. closed water system. Cal Water recommends installation uF therma+ expansion protection as required b,the California 2. Bockflow prevention assembly shall be only those approved for use by Plumbing Code. the State Water Resources Control Board. Backflow prevention assembly and 9. Whet: necessary the backflow prevention assembly all piping used for potable water service must be lead free (<0.257. lead). should be protected from vehicle damage. Dedicated irrigation and fire suppression services may continue to use approved low lead components. 10. In freeze prone areas, a protective enc osure is 3. Any deviation from the installation specifications described herein must recommended. Enclosure must have adequo'.e drainage in accordance with Cal Water requirements. receive Cal Water approval prior to installation, 4. Backflow prevention assembly shall be installed on the consumers 11. Water services which cannot be turned riff for short durationt; should hove backflow property, immediately after the meter, in the orientation in which it was prevention cssembfies instailee in parallel. evaluated and approved. If backflow prevention assembly is not placed immediately after the meter, then proposed location needs to be approved 12• Uncur no circumstances are the backficvr prevention by Cal Water. In addition. 4" concrete cap and/or sleeve shall be placed ossemb y's test ports be used for anything other than around the pipe connecting the meter and the assembly. Vertical clearance to finished grade end obstructions shall be between testing (i.e. no garden hose connections, tueing, irrigotioi 12 and 30 inches. A minimum 18" horizontal clearance must be provided for testing and timers, etc.) maintenance. Installation shall comply with all local ordinances regarding 13. The relief port located at the bottom of the backflow permits and property line setback requirements. preventi•r► assembly must be kept free of cl obstructions 5. No outlets, tees, tops, by-pass, swing joints, or other connections, at all tides. temporary or permanent, shall be installed between the water meter and the backflow prevention assembly. Pressure reducing valves and unions (not 14. it k, the customers responsibility to ensure tha- the bockflow port of the backflow prevention assembly) may be installed upstream of prevention ossmbiy is kept in goof workirg order ai all times, to have the assembly te._ed the backflow prevention assembly; however, in no case shall there be a annually and after repairs, according to Cal Water requirements. union located both upstream and downstream of the assembly. Failure tc perform required testing or keep Jhe baciflow 6. Alternate instatiation locations or arrangements shall be reviewed and preventktti assembly in good working order v ill result in disruption of water service• approved by Cal Water prior to installation. 7. Any plumbing modification to any part of the backfiow prevention 15. Con, c ct your local Cal Water office to s : edule a fine inspecticr PRIOR to backfilling any exposed assembly will render the assembly "unapproved". Unapproved assemblies i1 ping, Re -excavation may be required if trenches c 1e backfilled Will result in disruption of water service and will require replacement with prior to inspection by Cal Water. an approved assembly at customer's expense, ENGINEERING DATE: IMt. DU ��❑ ❑�_ TITLE: REDUCED PRESSURE PRINCIPLE "���•..�.er• DLSMICT: • PLAT ❑ ASSEMBLY FOR 2" AND SMAI. ER All d SYSTEM EffIKNARC ❑ DOMESTIC/IRRIGATIOIN' SERVICES STAMN SCREW= ❑ 800.m.ns.M. DATE: DRAWN BY: L. Peralta DESIGNED BY: 2/10,12016 PLAT SIM CHECKED BY: DATE: J. APPR�VEL BY. DATE- PROJECT II.: Graham , v/ DEPARTMENT SCAM N.T.S. REVISION: R4. Revised to meet dr ting sttindnrds, minor corrections, DRAWING N I.: modified note 2; Split do modified node 4. LP/WR 2/10/2016 CW100 k4 1800 23RD STREET, SUITE D BAKERSFIELD, CA 93301 KHA PROJECT ID: 19401.2001 CITY OF BAKERSFIELD CIVIL DETAILS cr CITY RECORDS NG. C702