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HomeMy WebLinkAbout6.1-1844GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO THESE IMPROVEMENT PLANS. THE PROJECT SPECIFICATIONS, THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SPPWC) -GREEN BOOK" AND CALTRANS STANDARDS, IN THE EVENT OF A CONFLICT THE MOST STRINGENT STANDARD SHALL PREVAIL. 2. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY FOR THE CORRECTIONS OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL. APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR THE REVIEW AND APPROVAL PRIOR TO CONTINUANCE OF THE AFFECTED IMPROVEMENTS. 3. NO DEVIATION FROM THESE PLANS SHALL BE MADE UNLESS A CHANGE ORDER IS APPROVED BY THE CITY ENGINEER AND NOTED IN THE REVISION BLOCK OF EACH SHEET WHERE SUCH APPROVAL HAS BEEN GIVEN. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR WORK WITHIN THE PUBLIC WAY PRIOR TO THE START OF AN CONSTRUCTION. 4. CONTRACTORS SHALL COMPLY WITH ALL APPLICABLE DIVISIONS OF INDUSTRIAL REGULATIONS (CAL -OSHA) SAFETY STANDARDS. IF REQUIRED BY THE INSPECTOR, THE CONTRACTORS SHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION. 5. CONTRACTORS SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO COMMENCING CONTRACTION AND 24 HOURS IN ADVANCE OF SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK. 6. ALL WORK SHALL BE PERFORMED DURING CITY WORKING HOURS AND WILL BE SUBJECT TO INSPECTION BY THE PUBLIC WORKS DEPARTMENT. WHERE OVERTIME INSPECTION IS NEEDED, SUBJECT TO THE AVAILABILITY OF AN INSPECTOR AND APPROVED BY THE CITY ENGINEER, THE CONTRACTORS WILL BE BILLED FOR SAID INSPECTION SERVICES. 7. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMANDMENT OR CONTINUANCE OF WORK. B. CONTRACTORS SHALL LOCATE, PROTECT, AND SAVE ANY AND ALL SURVEY MONUMENTS THAT WILL BE OR MAY BE DAMAGED OR DESTROYED BY THESE OPERATIONS. ONCE FOUND, THE CONTRACTOR ALL THEN NOTIFY BOTH THE CITY AND ENGINEER OF RECORD. THE SUPERVISING CIVIL ENGINEER OR HIS LICENSED SURVEYOR DESIGNEE SHALL RESET ALL SAID MONUMENTS PER THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT. 9. UTILITY LOCATION AND DEPTHS SHOWN HEREON HAVE BEEN PLOTTED IN ACCORDANCE WITH DATA FURNISHED BY THE UTILITY COMPANIES. NEITHER THE CITY NOR THE ENGINEER ASSUMES RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION RECEIVED FROM EACH COMPANY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS. ALL COSTS. FOR PROTECTING, REMOVING, AND RESTORING EXISTING IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. - 10. EXISTING TRAFFIC SIGNS ARE NOT TO BE REMOVED WITHOUT PRIOR NOTIFICATION AND APPROVAL OF THE CITY ENGINEER, TRAFFIC CONTROL PLANS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 5 OF THE CALTRANS TRAFFIC MANUAL. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED TO THE CITY ENGINEER 20 DAYS PRIOR TO IMPLEMENTATION OF THE TRAFFIC CONTROL. THE CITY ENGINEER'S WRITTEN APPROVAL MUST BE OBTAINED PRIOR TO IMPLEMENTATION OF THE TRAFFIC CONTROL. 11. DUST CONTROL SHALL BE MAINTAINED AT ALL TIMES. EROSION CONTROL MEASURES SHALL BE PROVIDED FOR ALL WORK IN CONFORMANCE WITH NPDES REQUIREMENTS. 12. ALL UNDERGROUND UTILITIES AND SERVICE LATERALS SHALL BE :INSTALLED PRIOR TO CONSTRUCTION CURBS GUTTERS, SIDEWALKS, AND PAVING. 13. THE STRUCTURAL SECTIONS HAVE BEEN ESTABLISHED BY THE GEOTECHNICAL/SOILS ENGINEER. ALL AGGREGATE BASE, ASPHALT, AND CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE CITY ENGINEER'S APPROVAL NO LESS THAT 20 DAYS PRIOR TO THE INSTALLATION OF MATERIAL. 14. AGGREGATE BASE SHALL BE CRUSHED AGGREGATE BASE OR CRUSHED MISCELLANEOUS BASE PER SPPWC. BASE PLACEMENT SHALL NOT COMMENCE UNTIL OBTAINING CITY ENGINEERS APPROVAL OF COMPACTION REPORT WITH ALL OTHER APPROPRIATE TEST RESULTS (E.G. SIEVE ANALYSIS, SAND EQUIVALENT, R-VLUE) PREPARED BY THE GEOTECHNICAL ENGINEER. 15. ABOVE GROUND STRUCTURES IN THE SIDEWALK, INCLUDING, BUT NOT LIMITED TO, FACULTIES OWNED BY THE CITY, ANY UTILITY COMPANY OR DISTRICT, AND THE U.S. POSTAL SERVICE SHALL BE CONSISTENT WITH MINIMUM REQUIREMENTS FOR HANDICAP ACCESS. THE TOP OF CURB WIDTH SHALL NOT BE INCLUDED WHEN MEASURING SIDEWALK WIDTH. 16. TRAFFIC SIGNS AND STRIPING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE APPROVED PLANS AND TO THE SATISFACTION OF THE CITY ENGINEER. 17. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL JOIN CONDITIONS FOR GRADING AND DRAINAGE WORK. IF CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE BEEN EVALUATED. - 18. THE EXISTENCE, LOCATION AND CHARACTERISTICS OF UNDERGROUND UTILITY INFORMATION SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. 19. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FORM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 20. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PLANS, THE SOILS AND/OR GEOLOGY REPORTS, AND THE SITE CONDITIONS PRIOR TO COMMENCING WORK. 21. SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER BEFORE PROCEEDING WITH THE WORK IN QUESTION. 22. THE CONTRACTOR SHALL OBTAIN AN O.S.H.A. PERMIT FORM THE CALIFORNIA DIVISION OF INDUSTRIAL.. SAFETY PRIOR TO THE CONSTRUCTION TRENCHES OR EXCAVATIONS WHICH ARE 5 FEET OR DEEPER. 23. CONTRACTOR SHALL COMPLY WITH THE "CALIFORNIA STORM WATER BEST MANAGEMENT PRACTICE HANDBOOK" 24. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE TO REQUEST A PRE -CONSTRUCTION MEETING DISCUSS THE CITYS CONSTRUCTION POLICIES AND PROCEDURES. THIS MEETING SHALL BE ATTENDED BY THE CONTRACTOR PROJECT CIVIL AND GEOTECHNICAL ENGINEERS. 25. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN NO LESS THAN 20 DAYS BEFORE THE START OF CONSTRUCTION. THIS PLAN SHALL BE REVIEWED AN D APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF WORK. 26. THE CONTRACTOR SHALLPROTECTALL EXISTING PROPERTIES FROM DAMAGE IN ACCORDANCE WITH SECTION 7-1.11 SPPWC. ACCESS TO PROPERTIES ADJACENT TO ALL AREAS OF WORK SHALL BE MAINTAINED AT ALL TIMES. 27, ALL PAVEMENT JOIN LINES SHALL BE SAW -CUT IN STRAIGHT LINES EITHER PARALLEL TO THE CURB OR AT RIGHT ANGLES TO THE ALIGNMENT OF THE STREET CENTERLINE. 28. A.C. PAVEMENT LONGITUDINAL JOIN LINES SHALL BE CONSTRUCTED AT THE EDGES OF TRAFFIC LANES. JOINS WILL NOT BE PERMITTED UNDER THE WHEEL PATHS OF VEHICLES. 29. A TACK COAST SHALL BE APPLIED AT ALL SAW -CUT AND JOIN LINES UNDER THE A.C. OVERLAYS AS SPECIFIED IN SECTION 39-402 OF THE STANDARD SPECIFICATIONS. 30. RESET SEWER MANHOLES, STORM DRAIN MANHOLES, WATER VALVES PER THE STANDARDS OF THE RESPECTIVE UTILITY AGENCY AT THE END TO THE FINISHED GRADE OF THE PAVEMENT. GAS VALVE SLIP CANS AND LIDS SHALL BE ADJUSTED TO GRADE DURING THE PAVING OPERATIONS. 31. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) TOLL FREE AT 1-600-227-2800, AT LEAST 48 HOURS PRIOR TO ANY WORK. 32. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL NECESSARY CONSTRUCTION SURVEYING NECESSARY TO COMPLETE THE WORK. 33. UNLESS NOTED OTHERWISE, STATIONING ON PLANS ARE CENTERLINE STATIONING, AND ARE PROVIDED FOR REFERENCE PURPOSES ONLY. 34. THE BACKFILLING OF ALL TRENCHES SHALL BE TESTED AND MEET THE APPROVAL OF THE GEOTECHNCIAL ENGINEER. BACKFILLING SHALL MEET THE REQUIREMENTS OF SSPWC. 35. ALL CONCRETE SIDEWALKS OR CURBS THAT ARE DAMAGED OR NOT CONSTRUCTED TO LINE AND GRADE SHALL BE SAW -CUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOIN OR WEAKENED PLAN JOIN. REMOVED AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF SPPWC STANDARD PLANS. CURB AND GUTTER, SIDEWALK AND ALL OTHER VISIBLE CONCRETE WITHIN THE STREET SHALL BE CONSIDERED DAMAGED AND DEFECTIVE IF ANY OF THE FOLLOWING DEFECTS ARE NOTED: TWO OR MORE PITS GREATER THAN 1/4" IN DIAMETER, SCRAPES OR GOUGES DEEPER THAN 1/2" IN DEPTH OR 4" IN LENGTH WITH ANY FIVE FOOT LONG SECTION OR DEVIATION FROM LINE OR GRADE OF MORE THAN 1/8" WITHIN 10 FEET. 36. THE CONTRACTOR SHALL MAINTAIN ALL ADJACENT STREETS IN A NEAT, CLEAN, DUST FREE AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE CITY ENGINEER. THE ADJACENT STREETS SHALL BE KEPT CLEAN OF DEBRIS, CONTROLLING DUST AND OTHER NUISANCES AT ALL TIMES. DEVELOPER SHALL BE RESPONSIBLE FOR ALL CLEAN UP ON ADJACENT STREETS AFFECTED BY THE CONSTRUCTION. STREET CLEANING SHALL BE BY DRY SWEEPING OF ALL PAVED RIGHT-OF-WAY WITHOUT THE PERMISSION OF THE CITY ENGINEER. 37. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 38. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR THE STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) UNDERGROUND SERVICE ALERT 1&. Call: TOLL FREE 1-800-422-4133 KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. TWO WORKING DAYS BEFORE YOU DIG LU IN THE CITY OF BAKERSFIELD , COUNTY OF KERN, STATE OF CALIFORNIA S TREE T IMPRO VEMEN T FL A NS FOR 7 -ELEVEN GROVE STREET FROM UNION AVE. TO 19TH ST 19TH STREET FROM UNION A VE. TO 390 FEET EAST OF UNION A VE. 1900 UNION AVENUE BAKERSFIELD, CA 93305 SPR #18-0153 PREPARED FOR: DYNAMIC DEVELOPMENT COMPANY 1725 21ST STREET SANTA MONICA, CA 90404 (310) 315-5411 )00 UNION AVE I I 1 / SHEETINDEX r, SHEET NO. SHEET TITLE I TITLE SHEET / 2 SECTIONS AND DETAILS 3 GROVE STREET 4 GROVE STREET ® ® 5 19TH STREET 6 STANDARD PLAN 1 0 LCOATION MAP 1 - 1"-60' I I 39. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. 40. NOTE FOR 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 FT. UNDER AND EACH SIDE OF X -GUTTERS AND COMMERCIAL DRIVE APPROACHES. 41. NOTE TO STAMP AN IS' INTO CURB FACE OVER EACH SEWER LATERAL. 42. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SMAE AS SHOWN IN THE APPROVAL PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. BE 43. LUMINAIRES SHALL LIEMITTING DIODE WITH TWIST PHOTOCELL (ORIENTED CONFORMTO THELATEST REQUIREMENTS OF THE CURRENTCITYOFBAKERSFIELDLED STREETLIGHTING SPECIFICATIONS. CONSTRUCTION NOTEJ QTY. 44. 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. 45. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE4:1, EXCEPT FOR TWO FEET O PROTECT IN PLACE (ITEM AS NOTED) N/A BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2% ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR METHOD TO PREVENT EROSION. 2O REMOVE EXISTING IMPROVEMENT (ITEMS AS NOTED). 4360 SF 46. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A NOTICE OF INTENT' (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED3O CONSTRUCT MODIFIED PCC CURB RAMP PER CALTRANS STANDARD A88A, 2 EA WITH CONSTRUCTION ACTIVITY (SW'RCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER CASE F AND DETAIL A OR B AS SHOWN ON SHEET 2. 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING ® CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF BAKERSFIELD 44 LF OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION STANDARD ST -1, TYPE "A" PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC 5 CONSTRUCT CONCRETE SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST_ 5, INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C385080 HAS O T=4° (W -PER PLAN). 2800 SF BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT.. CITY SPECIAL NOTES: © CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF BAKERSFIELD STANDARD 1108 SF 1. 24 HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION 7 INSTALL PARKWAY DRAIN PER SPPWC STANDARD PLAN 151-2 (S=18",B=4"). SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (805 661) 326-3049. O PROPERTY OWNER TO MAINTAIN. 1 LS 2. COMPACTION TEST NOTE - COMPACTION. TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. ® SAWCUT REMOVE AND REPLACE EXISTING PAVEMENT TO MATCH EXISTING FOR 160 LF NOTICE TO CONTRACTOR: NEW CURB AND GUTTER INSTALLATION. OSI CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES CONSTRUCT TEMPORARY 4" THICK AC SIDEWALK ON NATIVE COMPACTED TO90% RELATIVE FOR 12". (W -PER PLAN) 7250 SF T0, OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING, AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 10 CONSTRUCT MODIFIED TYPE B COMMERCIAL DRIVEWAY APPROACH AND ACCESS RAMPS PER CITY OF BAKERSFIELD DRAFT STANDARD PLAN ST -4 AND AS 400 SF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A MODIFIED IN DETAIL "C" ON SHEET 2. SEARCH OF AVAILABLE RECORDS. THE LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE O CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ANY NECESSARY ADJUSTMENTS TO ALIGNMENT AND/OR 11 FURNISH AND INSTALL PRE -CAST TRUNCATED DOME PAD (YELLOW) 4 EA GRADE OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PREVENT DAMAGE TO ANY UTILITY FACILITIES SHOWN AND ANY OTHER FACILITIES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON THESE PLANS AGREE THAT, IN ACCORDANCE WITH 12 CONSTRUCT TYPE A1-6 CONCRETE CURB PER CALTRANS STANDARD PLAN 95 LF GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THEY WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY A87A. FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. THIS INCLUDES PROVIDING FOR THE SAFETY OF ALL PERSONS AND PROPERTY AND SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 13 FURNISH AND INSTALL SEDIMENT AND EROSION CONTROL INLET PROTECTION i EA HOURS. THE CONTRACTORS AND SUBCONTRACTORS FURTHER AGREE TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE PER DETAIL 15 HEREON. DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANCES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE _PREPARER OF THESE PLANS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL UABUTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING UABIUTY ARISING FROM THE SOLE NEGUGENCE OF DESIGN PROFESSIONAL. VICINITY MAP NTS STANDARD ABBREVIATIONS A.B. I A.C. ASPHALT CONCRETE ARHM ASPHALT RUBBER HOT MIX BCR �QI BM i�illl BW BACK OF WALK eepm.� )i6 CENTER LINE C&G CURB AND GUTTER CATVPB CABLE TELEVISION PULL BOX 'T FRQJECTIIACA PON P CF f CMB CRUSHED MISCELLANEOUS BASE CO �� ut DDVC DOUBLE DETECTOR CHECK VALVE DI DROP INLET DW DOMESTIC WATER ECR END CURB RETURN EL ELEVATION EP EDGE OF PAVEMENT EVT ELECTRIC VAULT WITH TRANSFORMER EX. EXISTING FEE FINISH FLOOR ELEVATION FL FLOW LINE FNC FENCE FPW P FS FINISHED SURFACE VICINITY MAP NTS STANDARD ABBREVIATIONS A.B. I A.C. ASPHALT CONCRETE ARHM ASPHALT RUBBER HOT MIX BCR BEGINNING CURB RETURN BM BENCHMARK BW BACK OF WALK E CENTER LINE C&G CURB AND GUTTER CATVPB CABLE TELEVISION PULL BOX 'T FRQJECTIIACA PON P CF CURBFACE CMB CRUSHED MISCELLANEOUS BASE CO �� ut DDVC DOUBLE DETECTOR CHECK VALVE DI DROP INLET DW DOMESTIC WATER ECR END CURB RETURN EL ELEVATION EP VICINITY MAP NTS STANDARD ABBREVIATIONS A.B. AGGREGATE BASE A.C. ASPHALT CONCRETE ARHM ASPHALT RUBBER HOT MIX BCR BEGINNING CURB RETURN BM BENCHMARK BW BACK OF WALK E CENTER LINE C&G CURB AND GUTTER CATVPB CABLE TELEVISION PULL BOX CB CATCH BASIN CF CURBFACE CMB CRUSHED MISCELLANEOUS BASE CO CLEAN-OUT DDVC DOUBLE DETECTOR CHECK VALVE DI DROP INLET DW DOMESTIC WATER ECR END CURB RETURN EL ELEVATION EP EDGE OF PAVEMENT EVT ELECTRIC VAULT WITH TRANSFORMER EX. EXISTING FEE FINISH FLOOR ELEVATION FL FLOW LINE FNC FENCE FPW FIRE PROTECTION WATER FS FINISHED SURFACE HDP HEAVY DUTY PAVEMENT HP HIGH POINT INV INVERT ELEVATION JB JUNCTION BOX LD LOCAL DEPRESSION MH MAN HOLE UTILITY PROVIDERS: SEWER CITY OF BAKERSFIELD WASTEWATER DIVISION PHONE: (661) 326-3249 WATER CALIFORNIA WATER SERVICES REFEL MOLINA PHONE: (661) 837-7237 ELECTRIC PG&E EDLHCCDKERNOPGE.COM (661)398-5931 CABLE TV CHARTER COMMUNICATIONS ROBERT REIHS 818-922-6176 ROBERT. REIHS®CHARTER. COM GAS PG&E EDLHCCDKERN®PGE.COM (661)398-5931 PHONE: AT&T DAWN SIBLEY DS5971®ATT.COM ENGINEERS NOTE TO CONTRACTOR: LENGTH AND WIDTH LP LOW POINT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, MIN MINIMUM AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UDUTIES EXCEPT AS SHOWN ON THESE PLANS THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTIUTIES, SHOWN OR NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. DATE 0_3/2019 No. C37167 BXP. OB -30-20 `pT.q CIVIL OT"CALIV PLANTER AREA ILA �aI L CITY RECORDS NO. ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEVIATING FROM THIS PLAN. D. TODD SCHMIEDER, P.E. CE 37167 EXP 6-30-20 POB L&W LENGTH AND WIDTH LP LOW POINT LS LANDSCAPING MIN MINIMUM OHW OVERHEAD WIRES PA PLANTER AREA PCC PORTLAND CEMENT CONCRETE R PROPERTY LINE POB POINT OF BEGINNING PP POWER POLE PVC POLYVINYL CHLORIDE PIPE R RADIUS RCP REINFORCED CONCRETE PIPE SDMH STORM DRAIN MAN -HOLE SDP STANDARD DUTY PAVEMENT SMH SEWER MAN -HOLE STD STANDARD SW SIDE WALK TC TOP OF CURB TF TOP OF FOOTING TG TOP OF GRATE TRANS TRANSITION TS TRANSITION STRUCTURE TSP TRAFFIC SIGNAL POLE TSPB TRAFFIC SIGNAL PULL BOX TW TOP OF WALL TYP TYPICAL UG UNDERGROUND VCP VITRIFIED CLAY PIPE WCR WHEEL CHAIR RAMP WV WATER VALVE BASIS OF BEARING: THE BEARING OF S73'42'30"E SHOWN FOR THE CENTERLINE OF GROVE STREET IS BASED PER PRELIMINARY TITLE REPORT ORDER NO. 002-30006110-IMB BENCHMARK: TOP OF CURB AT NORTHEASTERLY END OF CURB .RETURN AT SOUTHERLY CORNER OF UNION AVENUE AND GROVE STREET. SHOWN HEREON LOCAL BENCHMARK APPROVED:" ELEVATION 408.00 FEET 1 Cf_CAII'1 CENTERLINE - - - PROPERTY LINE/RIGHT-OF-WAY PROPOSED CURB & GUTTER - -- -- -- - EXISTING CURB & GUTTER EXISTING LIGHT POLE C FH EXISTING FIRE HYDRANT I I M EXISTING METER BOX EXISTING UTILITY FEATURE © DD OS PROPOSED UTILITY ADJUSTMENT EXISTING SIGN WDID # 5F15C385080 DJIIB12019 D. TODD SCHMIEDER DATE R.C.E. 1137167 EXP. 06/30/20 REVIENED.• /.Z- A-,Cz,- - -3/7 R/17 TRAFFIC ENGINEERING DATE RE14E{1ED: STUART PATTESON RCE 44898 APPROVED: { 4411� �I^� Y ! G PUBLIC WORKS DIRECTOR DATE -N61k-FIDLER RCE 610659 Nlcol-AS r F --Now 6 � o W Z5M W W U LLH U W c� N ; > cal cal N F N fn Lu owz. ii ;z. �2 o J � Lll�m}�� v aa' ¢S¢ W ¢m m'v> N O D U O U I o Jai w � � N a� m �o 0 0_ 1 OF 6 c E.I o w a co_ v " o 2 c £ 0 m m 0 N N N F N Z O ii T> m ZM W M p g � wcY.>liim>uiz aa' ¢S¢ W ¢m m'v> N O D U O U I o � m o_ o � N a� m O, 1 OF 6 c % o J Y d CURB PER SEPARATE PERMIT r *FS URB PER SEPARATE PERMIT o❑ TC -- b o 5 In o o R 12 405.95 FS 406.4 11 R 12CONSTRUCTION NOTES T 406.07 FS o 0 0 o 0 0 407.20 FSPROTECT IN PLACE ITEM IAS NOTED 406.18 FS=TC o 0 00 406.36 TC 0X00 0 0 13.69 407.16 FS T( )0 5 q0 0 0 CURB8.00'p0 o O o 0405.86 F0,7% o �O 00Q Z4% 00 CURB a.6% 6!'" O p O p 07S TREMOVE EXISTING IMPROVEMENT (ITEMS AS NOTED). 406.tOFS=TC pop '" TCCONSTRUCT MODIFIED PCC CURB RAMP PER CALTRANS STANDARD 0 CURB o p o 7 F ABBA, CASE F AND DETAIL SHOWN ON SHEET 2 -------- ---- -- - ...... TC o1 407.07 FS ® CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF 406.09 FS o 11 405.75 FS ce 'Sii o 12 BAKERSFIELD STANDARD ST -1, TYPE "A" 0 12 � o.ex 0.9% o 0 LANDSCAPE - o `V LANDSCAPE OCONSTRUCT DETAILS A OR B AS SHOWN ON SHEET 2 CONCRETE AREA 2 X. DWY No ... b - 405.87 FL 406.10 FL AREA SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -5 OR ST -6, T=4". '0 405.48 FL 405.54 FL ^ ^ o zAS (W -PER PLAN) K N © CONSTRUCT MODIFIED TYPE A COMMERCIAL DRIVEWAY APPROACH PER CITY OF BAKERSFIELD STANDARD ST -3 AND AS MODIFIED IN DETAILS "A" AND "B" ON SHEET 2. (12x) O7 INSTALL PARKWAY DRAIN PER SPPWC STANDARD PLAN 151-2 �..... I. - 406.22 UP \406.490(S=18",B=4"). PROPERTY OWNER TO MAINTAIN. 405.87 TC 406.02 TC 405.55 LIP 405.22 FL 8" CF 405.35 FL`ti O SAWCUT REMOVE AND REPLACE EXISTING PAVEMENT TO MATCH JOIN - - 4 _ _ _ _ _ _ _ _ - _ _ _ _ EXISTING FOR NEW CURB AND GUTTER INSTALLATION. - � O CONSTRUCT MODIFIED TYPE B COMMERCIAL DRIVEWAY APPROACH AND ACCESS RAMPS PER CITY OF BAKERSFIELD DRAFT STANDARD PLAN 3 < w ST -4 AND AS MODIFIED IN DETAIL "C" ON SHEET 2. o � O N 10 CONSTRUCT MODIFIED TYPE B COMMERCIAL DRIVEWAY APPROACH AND �t x N w ACCESS RAMPS PER CITY OF BAKERSFIELD DRAFT STANDARD PLAN ST -4 AND AS MODIFIED IN DETAIL "C" ON SHEET 2. EX, Q z 0 * 1, , EX. DWY 2 4 11 FURNISH AND INSTALL PRE -CAST TRUNCATED DOME PAD (YELLOW) 2 12 5 CONSTRUCT TYPE Al -6 CONCRETE CURB PER CALTRANS STANDARD 5 DETAIL wvAvs PLAN A87A SCALE: 1" = 5' DETAIL B SCALE: 1" = 5' (DF -DEEPENED FOOTING)5• 407.81 FL 10' 408.27 FS BW C+G PER SEPARATE PERMIT C+G PER SEPARATE PERMIT ' - 408.87 TC 407.77 INV FL o I 408.19 FS FF=409,25 408.27 FS PROP. FIRE 40820 FL 40�817%F.S,\R 11 11 .' 4" FW LINE PER SEPARATE '"- 'j 409.25 FS PLANS AND PERMIT RISER -- 408.72 TC TP .--, �....., 0' DF OF ( 409 25 FS } o o 408.48 TC o ° o )' _,OF g' DF I It408.23F o 0 0 0 CURB GB ... _ 1 4WALK 000 40840 FS408.63 FS11 TC ,°I� ... � o 0 408.95 FS K408.18 FS 1m 408.18 FS im K 408.34 FS 408.73 FS 4�•�- 408.10 FS 408.16 FS 4.3% 409.16 FS 409.16 FS ,.J 5.00' 5.00' 5.00' 5.00 tsx 408.11 FS I y)WY � � � LANDSCAPE PULL 03 FS 409.18 FS PCC SIDEWALK 408.08 FS GB LANDSCAPE F-'-1 1 AREA BOX l PER SEPARATE PCC SIDEWALK PLANTER PER ^/18.6% f PLAN & PERMIT. 407.76 FS 1K SEPARATE 1 24.00' 407 60 FS iW 6 R 407.89 FS PLANS & PERMIT I LIGHT T 1 laws% GB o �_-. ,- , .. .-"� "..-, ^--.. : . -•- .__ ,. _. ELANDSCAP (1'ax) __.. __. 408.15 TC 7 VER DRAIN 407.52 INV 408.34 TO o EX.. CITY C+G 407.67 FL ZL 407.44 FS o 5 - m m 407.83 BW Wr=6' o l - - - - EX. O K^�Q 5 SIDEWALK 408.14 TC ¢ 407.76 TO 408.09 TC EX. CITY 2 ryi� EX. 4 1 SIDEWALK 2 407.74)FS 407.47 FL 8 406.05 FL SIDEWALK SIDEW LK o o. 407.72 FL 0 407.89 TC Q ^i 407.22 FL w+ LANDSCAPE AREA( 8"CF )N< - N + N d N Z ZUQ NZ_O N(�X -0 QOww ... ... __ ... *4 2 EX C.+G DETAIL "C" - (MODIFIED CITY STD. ST -4) EX. EX. 5.00' C+G 1 C+G 1 MIN.SCALE: 1" = 5' ?Y,m NPL SPL N PL S PL 801 80' 40' 40' DETAIL D 40' 40' SCALE: 1" = 5' 1 14' 26' 26' 14' * SIDEWALK, CURB, AND GUTTER TO BEGIN/END AT EXISTING CONSTRUCTION JOINTS. 15' Z 2' MIN � 0 EX 2% MAX < STREET - T J q JOIN L J EX. PAVEMENT B 19th STREET NTS STA 20+80.76 - STA 23+54.81 JOIN EX 6, EX. RET WALL 1 1 EX. CURB I I 2% MAY, -J L� TJ "STREET- 11 L 1 GROVE STREET 6 OR 9 NTS 5.5' STA 1+14.79 - STA 5+85.33 PER PLAN CITY RECORDS NO. No. C37187 N e � x oo - W 3 29 FS �P V U w O Zzm ww z a v 3 LLI>V� Q LLJOwa 21 FS Q Z yZ a a K U) WD w>- v O LANDSCAPEM o0 AREA -� JOIN EX 6, EX. RET WALL 1 1 EX. CURB I I 2% MAY, -J L� TJ "STREET- 11 L 1 GROVE STREET 6 OR 9 NTS 5.5' STA 1+14.79 - STA 5+85.33 PER PLAN CITY RECORDS NO. No. C37187 � W � o wM v Zzm ww LLI>V� Q LLJOwa Q Z yZ a a K U) WD w>- v O 4wY��Q o0 N.N.. Q M U LLI G H. y E F- E T'O o a E - I m I � I j 2 �w o� oQ a 0 a u � � o y rn mo iv O r o M w U am~00 a •-� �z am d w 3 uivwN uiZ Ya ¢a' ¢i ¢Zi¢m mrn ❑ �UOd'0O l a N N.M M � a m � M 2 OF 6 0W Y a DETAIL "K" - ACCESS RAMP- PER CALTRANS PERMIT NO.0618-6CD-0991 FOR REFERENCE ONLY 1" = 2' r NUMBER- g LENGTH W W S73' 33' 09"E ~ L37 W ywo 3.00 z o S69' 31' 20"W nonom >z NO' 16' 38"E 3.54 L41 N73' 34' 52"W < U O L42 W "w w 3.00 X" S71' 46' 54"W N ZZ L44 O Q 4.16 � � maw Z U d Z w wiz I— >QQ ¢ J til O Q www �� d. d J a Z � V l U ON CALTRANS r R/W SEE DETAIL 407.98 TC "K" HEREON o ti �. 407.53 LIP JOIN EX. m EX. LOCAL MONUMENT 1 rz p / ... 0000 0 iO00cc) pp O op _ 407.89 TC 6"CF / L41 407.39 FS \ [ CID - 12 L31 Max 407.89 TC-6"CF 1 STREET 407.39 FS SIGN ,DD12D RALmANs a1 n ,V a L Ov EX. RETAINING WALL L ( REMOVED (10LF) PER ....._._. y.4, PRECISE GRADING PERMIT CITY 57.5' F ... DETAIL "Ell i" = 5' =FS N SA% =FS d' \409�FS CONSTRUCTION NOTES Ol PROTECT IN PLACE (ITEM AS NOTED) O CONSTRUCT CONCRETE SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -5, T=4"(W-PER PLAN). ® SAWCUT REMOVE AND REPLACE EXISTING PAVEMENT TO MATCH EXISTING FOR NEW CURB AND GUTTER INSTALLATION. Og CONSTRUCT TEMPORARY 4" THICK AC SIDEWALK ON NATIVE COMPACTED TO 90% RELATIVE FOR 12". (W -PER PLAN) 12 CONSTRUCT TYPE A1-6 CONCRETE CURB PER CALTRANS STANDARD PLAN A87A. UNDERGROUND SERVICE ALERT • Call: TOLL FREE 1-800-422-4133 KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. TWO WORKING DAYS BEFORE YOU DIG 'E" HEREON y4 * NO RECORD BEARING AVAILABLE FOR GROVE STREET. USING BEARING AND DISTANCE FROM PRELIMINARY TITLE REPORT ORDER NO. 002-30006110-1MB FOR GROVE STREET, 19TH STREET, AND UNION AVENUE. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS, CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL UABILITY, REAL OR ALLEGED, IN CONNECTION NTH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UHUTIES EXCEPT AS SHOWN ON THESE PLANS THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY PUSUC OR PRIVATE UTIUTIES, SHOWN OR NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEVIATING FROM THIS PLAN. 20 30 40 ( IN FEET) 1 INCH = 20 FEET LINE TABLE NUMBER- BEARING LENGTH L31 S73' 33' 09"E 10.59 L37 S36' 43' WE 3.00 L39 S69' 31' 20"W 3.19 L40 NO' 16' 38"E 3.54 L41 N73' 34' 52"W 7.44 L42 S36' 42' 58"E 3.00 L43 S71' 46' 54"W 4.82 L44 S52' 37' 52"E 4.16 CURVE TABLE O CURVE DELTA LENGTH RADIUS C6 106' 08' 30" 27.79 15.00 C10 15' 56' 39" 11.13 40.00 C11 15' S6' 39" 12.30 44.20 LEGEND O FH ❑M © Q CENTERLINE PROPERTY LINEIRIGHT-OF-WAY PROPOSED CURB & GUTTER EXISTING CURB & GUTTER EXISTING LIGHT POLE EXISTING FIRE HYDRANT EXISTING METER BOX EXISTING UTILITY FEATURE PROPOSED UTILITY ADJUSTMENT EXISTING SIGN d CITY RECORDS NO. w z J U H Q LO d LO � LO w Qw cn U �w ww w U) H Cn w ON tLL V No. C37167 AA 25 z w m > O � o Z?m d W�aU�cai iQo< yd I— wowQl-nz JZ Zip da W www �� I v ON Z N m N ~ fn w / " y c � d In � �o 0 o a n � I 1 d I d I �a 'y W o� o a C 0 a � o y v` s 0'0 o \Q\ ,Nj m ~ -Z jU M #f N M v m Z W OO Y ` m ui Z y a Yo ¢ F Q w > F m 2'Q w Q p m a O OUOt1'O , N M � rn N o a h M 3 OF 6 0 / o Y a 3+00 4+00 5+00 W z J U Q M O Lf D uj W Lii Z N U) W W W U) Lu (n \W 0 V UNDERGROUND SERVICE ALERT IN Call: TOLL FREE 1-800-422-4133 KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. TWO WORKING DAYS BEFORE YOU DIG THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCRON OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF THOSE UNDERGROUND UTIUTIES TO BE USED AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES. SHOWN OR NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS OR AREAS MICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING. ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEMATING FROM THIS PLAN. 20 30 40 ( IN FEET ) 1 INCH =20 FEET 29}OX i CONSTRUCTION NOTES Oi PROTECT IN PLACE (ITEM AS NOTED) Og CONSTRUCT TEMPORARY 4- THICK AC SIDEWALK ON NATIVE COMPACTED TO 907 RELATIVE FOR 12". (W -PER PLAN) 1P CONSTRUCT TYPE A1-6 CONCRETE CURB PER CALTRANS STANDARD PLAN A87A, LEGEND CENTERLINE s-- — PROPERTY LINE/RIGHT-OF-WAY Z PROPOSED CURB & GUTTER - - -- - -. EXISTING CURB & GUTTER EXISTING LIGHT POLE O FH EXISTING FIRE HYDRANT LJ M EXISTING METER BOX "':,Q EXISTING UTILITY FEATURE ®(E)@ PROPOSED UTILITY ADJUSTMENT EXISTING SIGN CITY RECORDS NO. IBGw*1Fi[cYl 4 C7 F- Z W o Zzm w° >¢ GHQ 3 ¢r~nz I— W Joowwz�p da W of OrnZEL��2 v r owo �Lu �z n' F¢ ¢ m w _M F u W r c � d N 0 o a E T I y I 1 j a rn� c w 0 0 p a c 0 - a U C p 0 d N C r O GO rn O U / N ON ~ N M U ~ w �O M m N Y M a m d Z W O w0 wLN uwz s°- t- w m O F- >>w FO om m in s I n m �_ N E3 a rn rn � 4 OF 6 c H 0 0 /o z a EXISTING CURB INLET PERIMETER 2 BAGS HIGH ABOVE PARKWAY SURFACE (OMIT ONE BAG ON TOP ROW FOR INFLOW) ALINE OPENING W/ GEOFABRIC 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL IMPLEMENT STRUCTURAL AND NONSTRUCTURAL BEST MANAGEMENT PRACTICES (BMP)IN CONFORMANCE WITH THE GUIDELINES OF THE CALIFORNIA STORM WATER BMP HANDBOOKS. 2. EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 407 3. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL DEVICES AT ALL TIME. 4. CONTROLS SHALL BE SET UP AND MAINTAINED AS CONSTRUCTION PROCEEDS. ADJUSTMENTS TO THE EROSION CONTROL PLANS ARE ALLOWABLE AS REQUIRED AND APPROVED BY CITY. 5. AFTER A RAINSTORM, ALL SEDIMENT AND DEBRIS SHALL BE REMOVED FROM STREETS, CHECK BERMS AND DESILTING BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL BE IMMEDIATELY REPAIRED. 6. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATED HAZARDOUS CONDITION. 7. GRAVEL BAGS SHALL BE MADE OF WOVEN GEOTEXTILE FABRIC (24"X18"X6" MIN). BAGS SHALL BE FILLED WITH 3/4" DRAIN ROCK OR 1/4" PEA GRAVEL. PLACE 2 LAYERS OF OVERLAPPING BAGS AND PACK THEM TIGHTLY TOGETHER TO MINIMIZE THE SPACE BETWEEN BAGS. LEAVE GAP OF ONE BAG IN THE MIDDLE OF THE TOP ROW TO SERVE AS A SPILLWAY. SPILLWAY HEIGHT SHALL BE LOWER THAN THE TOP OF CURB. SEDIMENT AND EROSION CONTROL INLET PROTECTION DETAIL AND NOTES N.T.S. I: I VERTZ BALE _ 4 3+00 4+00 5+00 NOTE: IMPROVEMENTS TO $R204 (UNIONAVE.).PER SEPARATE CALTRANS ENCROACHMENT PERMIT. CALTRANS PERMIT NO. 0618-6CD-0991 UNDERGROUND SERVICE ALERT ju. Call: TOLL FREE 1-800-422-4133 KNOW WHAPS BELOW. CALL BEFORE YOU DIG. TWO WORKING DAYS. BEFORE YOU DIG THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED. BY THE PREPARER OF THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION NTH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING UABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL ENGINEERS NOTE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, ANO/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR ANY DAMAGE SO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEVIATING FROM THIS PLAN. 0 30 40 ( IN FEET ) 1 INCH =2D FEET PER PM NO.3174 � 19TH STREET HAS RECORDED BEARING OF N87°40'00"E AND RECORD DISTANCE OF 862.46. THE BEARING AND DISTANCE SHOWN ARE PER PRELIMINARY TITLE REPORT ORDER NO. 002-30006110-1MB FOR GROVE STREET, 19TH STREET. AND UNION AVENUE. CONSTRUCTION NOTES F _ DELTA Ot PROTECT IN PLACE (ITEM AS NOTED) O2 REMOVE EXISTING IMPROVEMENT (ITEMS AS NOTED). C21 72' 05 07" O CONSTRUCT MODIFIED PCC CURB RAMP PER CALTRANS STANDARD 20.00 C22 A88A, CASE F AND DETAIL A OR B AS SHOWN ON SHEET 2. ---Now 20.00 ® CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF EXISTING METER BOX 6kvNh BAKERSFIELD STANDARD ST -1, TYPE "A" ©@ IS PROPOSED UTILITY ADJUSTMENT O CONSTRUCT CONCRETE SIDEWALK PER CITY OF BAKERSFIELD STANDARD EXISTING SIGN I— ST -5, T=4"- (W -PER PLAN). CP �i W o W m © CONSTRUCT MODIFIED TYPE A COMMERCIAL DRIVEWAY APPROACH PER o - w F ¢ m O K F O m CITY OF BAKERSFIELD STANDARD ST -3 AND AS MODIFIED IN DETAILS 0 "A" AND "B" ON SHEET 2. O INSTALL PARKWAY DRAIN PER SPPWC STANDARD PLAN 151-2 N.M (S=18",8=4"). PROPERTY OWNER TO MAINTAIN. ao ® SAWCUT REMOVE AND REPLACE EXISTING PAVEMENT TO MATCH � N \ EXISTING FOR NEW CURB AND GUTTER INSTALLATION. o. rn 10 CONSTRUCT MODIFIED TYPE B COMMERCIAL DRIVEWAY APPROACH AND U) � M ACCESS RAMPS PER CITY OF BAKERSFIELD DRAFT STANDARD PLAN 6 c ,- ST -4 AND AS MODIFIED IN DETAIL "C' ON SHEET 2. Z 12 CONSTRUCT TYPE A1-6 CONCRETE CURB PER CALTRANS STANDARD W g Y d PLAN A87A. Lu w c 13 FURNISH AND INSTALL SEDIMENT AND EROSION CONTROL INLET of LLJ w ¢ U PROTECTION PER DETAIL 15 HEREON. 11 ¢ g d 3 m_ JO=,Zcn H LLJ��o�� CURVE TABLE O CURVE DELTA LENGTH RADIUS C21 72' 05 07" 25.16 20.00 C22 72' 12' 50" 25.21 20.00 Ike CITY RECORDS NO. No. C37167 CENTERLINE — — — PROPERTY LINEIRIGHT-OF-WAY PROPOSED CURB & GUTTER z -- - EXISTING CURB & GUTTER Z EXISTING LIGHT POLE C FH EXISTING FIRE HYDRANT ❑ M EXISTING METER BOX 6kvNh EXISTING UTILITY FEATURE ©@ IS PROPOSED UTILITY ADJUSTMENT o EXISTING SIGN Ike CITY RECORDS NO. No. C37167 E E I W r—H z N � t F- H C a M z `o NN \Q\ v N jU ¢ m m d m J Z ~ M z I— E CP �i W o W m o0 o - w F ¢ m O K F O m a E E I N � t C I— M z `o NN \Q\ m jU ¢ m m d m v m y m Z ~ M z W � ai O �i W o W m d ui Z o - w F ¢ m O K F O m m 0 N.M ao � N \ o. rn � M 5 OF 6 c ,- o � o Y d ns TYPE Yi, NdTfS. 1 AY:rei d,W wW,M b (ro YNv^vSE.w:fntl Sf' raa Yeamwu %pd'Y0.TA'RM SMh IhMvmh nmekN N AJbprokA'nr' 9MA# walLE, ud Ae AaC Y4Yw✓.M BN.h#rMab"b!p aSyP=9mtlW sffiAe4 ftP4rt+' � �:tlm 9l Nifae JBM .L i4v: mvdOxi4b RiOARBb& if NdPo56 andN AowS ' Sd'%✓M f IhMi bamxxp&ePm he Sv ke xW,,RmJ MIt tR nP yvek n# a4W wf 6n Ms+dfiy Ab: d&dbfeig saka0 S Ip ma` 4arw m Wa4amaxq -A-. frd Gro Ntlb RbM 8NEv aWm9 *M'69^tl Wtlm aeA QprhW/x4 pu. a byffiwdy e^+trA ta�favdtm wsm omam4 sMar:r m+PtF�m. X fgtmle Na: awfm Tn error utBU Mtr gw9,m omrmwe rwDmeryenp.+a+ & 4mMrs5a1 de cueJ Mh a alfep3awrte] cwt+g tpy,Npd¢mp�q fa fFdmY SM1-Z.OW N na eba e1mMJ'Os+r s rkdFv rafMa UrnN av m+n rm+Ge awef a ie ANk R&a wm NmrsrchwtaG TWf A" gt I f RaW I 1 r d I .e L Til_jlEf2 .Nfta MraYaNMse 4pamY aYWX €99 K Maprd AAa..Mf uWilM+»WTa um.NmfM M aJa,N F�we#n%¢AW Desi varh � d Av: hms mJ d mh M a-eb mDsis N lka k'pid wipYM1.,A"A. .A of WY SFd^a• WtAr'1v rcy�DY�tNM £Tyner+. PnaA 14 Nddo+Aa Wrs av H-YY.Nw(F4d%if'4 SbNm �Ma'N6PwaMffYo 4R#nna 4of 9bJY rk Paap'f Mf 1M,u}J9Nv �xmCYm N4 Rlw%Y.: P , Mri nF Ri k5m emaAAd' mr m2 eN rMtL. Me Rome pmnmi MCAde rawf ammmm d 1D' /mn. A9YJ K.fktl4aY.dm' W FrtAvbf LM 0tP 6^pnR STANDARD CURBS & GUTEft TYRES. "A" s ST I w&;1 IF.11,11 107.110 ON3 95 NOTE: 1. CURB FACE ON 19TH STREET=8" CURB FACE ON GROVE STREET=PER SURVEY EITHER 8" OR 6" 2.REMOVAL AND RECONSTRUCT TO BEGIN AND END AND NEAREST CONSTRUCTION JOINT TO LIMITS SHOWN ON PLANS. F PLAN u cava amr s �.�„w „ASE PARKWAY DRAIN aNAMn srT51N zi+Ilx A"eY' � a i ?qMi M \-acw u t=f2oFiLE P61NT R Y2NY� rl-l" tt mm m A h rsnlArl lFA 1 .R'MAA 4TRJhp. fi tffi'i�1 1 xtiffia r]L Mee 5' * J m k 2..(.. r N cavxa&asl�a7. T m: t aeaa.s-"Won atR'aw /a' ' 1O - 5EO.ti}N A A IS � Sf NO.dtf(E inMR fA/fl1✓eNa .el T il�Ec T3^M L ! 94U-fT i %A! $SECifON. n :. r �}} 5 ANDARD�PLANS'OR PtIMUC W'ORFS CONSTRIICMf „ASE PARKWAY DRAIN aNAMn srT51N zi+Ilx A"eY' PARKWAY DRAIN a uj rl-l" wfi 1 t 'P UNDERGROUND SERVICE ALERT 1 Call: TOLL FREE 1-800-422-4133 KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. TWO WORKING DAYS BEFORE YOU DIG III r5 ega cb.,cmtnrvewr I9 i +±/am Eya Taros snr uR � �ad :w+Aaearer &dmw tl 1 n taf nmmow Amo ar I& 1 ��+" I X cxe a .aeifra / maw• k,`,. f. •< At, w .a.r PlAY utl ........ BO ....� _69"i.5` .i - fi mtrm nyi,_ nard.mmaad O»s Nfir�S 4 R.w,,{' A5a9 rmk+m b tM roM, %aak ssNaxa Wde Pd'fa,afbv mHASd T6ndM.�MYWweE sem rrcwu � wTwm�w d r mn"mmxt xuareia-„ml emAm. E R+rTwl9 r:W'+^m^ b cvaWlpr xAiS,w:(mm fv be mN't9,.mH y/61 Stxdpd.yWA&t^ kro ' ylkxMe R zrvn,dYl, TMJ be M[s Z All stae muam m nb �.rc.>nhn d fA Rmdaa itmgou.&+ Jmmtmm _UA'. einlX' maim ar me BR€sw+ex_ S !a Nm By pad±tq rm+R MQ,4'V mkwme ab,myR,b R' sRrow e: maropar a9 near. 6 raAymW yePft'MaY Da Wkh P.Y N %S'AAp / s ro Air andrF ra 9fbaar Wm 1+Y R@o�W a dFYv91m e i8 m.- Lanmh zYat to aN rrM o rrA l9 so-r��me Rim. & g+w�m 9M Vm MNM TYtpry'+M' Avo.Mw W+a4U dra&raee'a,�baFM ttl &rcN.p si s# d.m�eM to AS4vt mwmu &R E.,+aT ce Mmx8C3D.YA3rID P-Yro'!h a 468 drd dew m,yLM «.a AYm exb YJa at as tN+9xIM. 11 Te mnvmxn.�{e m 0 ems 4dlusk G6l xilws rgynauV alhaHro br Ibe 8'fIP.9Rma IE by MeM, uo +ssp'f`w Mw(ps uH fhw nm to Ma�wU. u tw mr6v rb d"A'A A'amw< u. 13` tl'4 fW ade[ Nxb'oM1a dun MP'e✓^ a 0.iarcsad wa 8e eWewvl of ak CITY STANDARD ST -3 MODIFICATIONS INCLUDE: 1. USE OF CALTRANS CASE "F" ACCESS RAMP IN LIEU OF CITY STANDARD ST -10. i. ftoo :F %A F"AAL:r1E mmr m 91AOBiti. 2 1` i IPE AA RAE15 A'.L�'eER W,,,; TY./Y' IM14(' ttt4 1 B"SR Al U,E IMRARAM iNAp9 AT 4NC M K Ota. a F..OMU DISeM ("M 4, Tae za' {-w AA} e:rEdsar acwme WiE+ t. lW P ROT BEWPM VRM BAN AR WW S 24° {0.1) pd MORE FR@a IHR R/N FS XG1Ve"%#, iM FRE SM A £S'ffAb P9 iG R(p pNE rN lMY E`69'T A IDP PF 1i 1 Ar uCNRE (TVE i A 2) %W, HE €I USh MM NWAMt %KAM MIRK NACtCN_ I, AED$M1"4/A' Y 12%S OU, A'9'WAR {18 a tW " m a mNMA6) ATTkCUW By A wl1141AVAPM BUTT WEE)Y MAY KUSFO A3 AN hYZ;Po%iE AR4 M, 9 NCRMA CURB FACE W MMI M AMB Q CRY FAN I5 B t (✓i (125 FAF) AS. N11Ni N AMD P ] SHE 3 (➢b rl) �G � lME 314" S95 tnn) PA AAWa3 SwStL BE PAFMIEL To Sec. "'x 2!T SW£.W%%. e:. Race - 20M 9 ANOARP PLANS FOR M C41d MKRK ,",PIFSmuc „ASE PARKWAY DRAIN 131-2 zi+Ilx A"eY' mr SPPWC 151-2 PROPERTY OWNER TO MAINTAIN PARKWAY DRAIN IN 19TH STREET. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE PATH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. nsa lo'a» KY ..p 6, mm res* i xK- Is.® pxm at'ac ma Rra xr,mD x•emzra- �r.�p��"� � r's�.r�eg" rte Pa'umm k der mumu x�.K:<Y=rL-x" gpyyxm9f:4+xrw XpRS M$��,6MriF'bH MR'..9 DAgMeanU 6:m.KKu 6 flrvNNMmffi tank Nei mN.m iF AtlgO&�y(++ rkxbl tfi�d6m C�tim(P +BAwat 9R �" A. am:t 4Y a@'d .SfiAe tipmv5imd RBAU 2 Awm(met PoBA mtleib 69 GJi� r&"xmbwF,NNrr. Rr+noewdmrmd amw�ww.�a ns :wart name 8p .«w ... 4 54`Ave YaYk mSa-0 Yu a,A ceadabm fra O9 Na'p0 bkt' AM M, adkk masxvsA ?m`AH d5ffiII 6Siro¢daP aYBrtCAortP "=Bax Nx'aMr f✓ tBaM1d Powa(.w&P+M1N4'0MP { SUMw&Y¢µ}proAb+4p s4m a;y Nw lW #lAo-aBJartM, Jp°mba@WF SbnSN 9WS b5�n ffxre rnazn.M)wirt MRx9 NtNmub%WgyaY'rHo- rie3w#w^u?�". �G1y� t4,xpek Aar imAfiMv9 st'ev tt�'9ir4Re 4+1 m2 o tN PytMr+W' r3 AMdwdRM19"{pwm Wm Yx3 v!eraMm s mws° mxx PwN m ,&r pRya.,Mbba demAR�h*.n aAYw+� aa�aa a„n xi +mxwzs �#a+ffim'�rd=t mmo-'t.+a�s ro-� m:row�am�`rrns aaa�mabm,dmm edawmrR r0 KC9a`^shat AiRo-wHR+KKah-AeRx�r�+smb yyyy B, GnMO Gh£d9 x-u4xmatfamp P§ml b^l'd Wm Podi km#}iN 4'>hA° >' pAaM'ie#AmJ Yrz+',WY'!k mea dn» � n'B a� maw�Ax/i'svm�Cn �.P�.+rpprrnn mafw N hFtwnt wad ap xubO A+W*"^b4N#= uM:wramxx(tiamroLr.-msa44aruff sV'*i&c A#d X f1 t&✓pprmawwW dteM m�.d vA. h 26'JyN tatldr� MidLebwfL4m : u, NbM awdWIN'�l Ba Y+hPNAM4 FFe�KKIVk-pVmM ozo{ amrydHpwI M11hr-4p.. ReO Me 0 .mBi r .�%'!STANOARC -. ST -4 CITY STANDARD ST -4 MODIFICATIONS INCLUDE: 1, 13.6' PARKWAY WIDTH WITH 4.5' WALK AND 9.1' APPROACH 2. APPROACH WING SET AT 4.0' DUE TO 8" CURB FACE. d �.. _E % � YxWrb3blaxt%a 1 -'�24 8?lX x4. -iixm+ . I _ WAn. -�•.. *4s'a wradmam �remxdx ata'bNmr�Larr�� ad �mfs„p.� H5m m:v�A�aw.m:Dx=uxm ca+xs m^+ms anb ad rvw �mka�iW dY-S+F�`= rM.s�H'4bxat Bai AA N YBv r Romf.X w E6xSr8 . anatr fky WMD+d STANDARD COtABINA?tOEJ SIOE'kA�K CITY STANDARD ST -5 NOTE: REMOVE AND RECONSTRUCTION TO BEGIN AND END AT THE NEAREST CONSTRUCTION JOINTS TO LIMITS SHOWN ON PLANS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEVIATING FROM THIS PLAN. a+Nee mmM, S7'_8 amamm"m seed d naw sT-t saarea �.awro xe mwaaa,:m7 sr-ra � • 'M e�.9 arWbAb ABSax.Ar3k mems ilm Nta4.Mra lA]rPMmi U M1erg+elutdw, iP ' heRr.A Crrmt C�gyvxrot d :1 w9d &M/C RxN 4Y � (4Y ✓k'A' P>$k ALm! d of ux S 9ilB�Aa ¢+.reFia9P w N P� ad eve sdsvRmMm' b R3dMa d'YVkre AS#0»J5f/ Po 9488 N68`ddw &p d mf>rsA t RmC(4 trc #Ab aW xMrm h iM' myeNefexlSaP kbsragrPlw" gw krcuwm mommas gm, MniM tw1M'Md$$>f'4i4 iaT%emMam Mfi65a ,a�wA#rdu axu� am, em LttY£ag e. A $H bra RM, =20 a.Ye #s`SPoma ro,F (o RMhW 'D6Mvnfi is'.muw#.D�B ,eRVR 'm`N k Rvw4h MNNiRMka#S/ d1 brtq§rrza Spk bqn ldf. ay=ar td'�r Xmlu�b AW+"saa bYAw s?mLAYSao Hied �fh11•LX d w'BwRSs:MMSh Be P £usrrw fid %w WFlo ABA d #nenwW beYwtt,aD,xe wf a�'� ArRx '. BDIRY.Yf Nowb4x z0'eke dad 9epymkmA' Mmq um d£8' Wp.rx+ m nShm� _ pdwJaryA'il ... W+a$ SanaF iW � Ls� ra 2i:.wf.`L.J 2N PG%mw.^ XAF I€/mw aYlM � WYaeta rvAa Sd mMam sp e9 e+ro5p et ' A«xaMroe arta? ma e«a6rx Amm'bnvNrrPuenmlab bKJe AmhN9+'e:. #f it/M^au»aaY 9ebmR Tp'nuSmiv, m mr mTala' en mkNry eMb mtl H � aw dxm Mw.,v a+tnm m mmxx amrnt m�R+ mbap& uxw a a Nro+'R9 &Ngby Ma a?ry faa6or. k 8fq'kLL'%P r&m mukM ffiN Alte atF9M rtes strys olWrAy, Mlrmryum'fiar m'rksmabYre aY!An ruBramatit 'R, SWiYa ka?r mS s sefivs d a+Ycq AY6pvrt emt➢rmwwa .. nyhvxnmt raaP x Ver me xxs wlmnPoemamea Dr fna ar[Ap+,.a. . R9 safm Am6romKK s3ePfe arm'. <150'h Y19rD mK '. aawXh YM eSiraa smrsq �tm`axa 8x Kaktmw'q x cb' ¢eNm "wmnttn m1 hriim b L59 udArwl mM°➢ ". 6X +W<rimA^fl uwunM1 as drtttaa W AsY Y.:dM A9m sLmWan RT eW, r mrfem vM R4'+aA Arn be fRY €grei: fA 3k'mYvq"vezab kan bxX ca s2 bJL'Lm Cme agar ama Vo,,e mn.6vmm'm aomrmn ffiSmmittssbtyw muf44a ggeN bTmr Of, ¢w ra xAs �mA xnu.srr a{A na R.rmt roµlwariBYR.t CITY STANDARD ST -6 NOTE: REMOVE AND RECONSTRUCTION TO BEGIN AND END AT THE NEAREST CONSTRUCTION JOINTS TO LIMITS SHOWN ON PLANS. I �..tt.M,ax4se -a iYP€CAL 44C RANK mUFJ3�.'_e. �ih� v9i1nF1 „ASE J zi+Ilx A"eY' mr a uj rl-l" wfi JOw z,�tz 'P b m N P�I b.l « eirP i zM�i9: `nr Et ie .:ncn "\ a ke�.. �m `Q CD CD .el T il�Ec T3^M L ! 0. N n Mwi _ ae n :. r �}} _p." i„k rxa m,v E � .II u x T1111 n � O o Ja -.4... -7jjm "F ') ' PI-tN tl' •dart us LM 11 A trKa+r N A 1- a � Tec_ a V_FBi iv E Q -44n2`, TTMn.°.S E�FP3: irk=u�� irPF�.�e. ` _. ra •'rte' -n A,A, � - rrs' P to a PNE a CUBS "IlL 62 CAP&S VRe Hi 0.&A5: Pi>E Eb I�RB5. TIN k CURS Ae,ma. oY-.1 A, ^�V ^"r .,,< :r.., .a.mr:-, ,row <a"_ CURVE AND GF'YEW AY 8 Yl z."` ..,n. a, gy€a A THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEVIATING FROM THIS PLAN. a+Nee mmM, S7'_8 amamm"m seed d naw sT-t saarea �.awro xe mwaaa,:m7 sr-ra � • 'M e�.9 arWbAb ABSax.Ar3k mems ilm Nta4.Mra lA]rPMmi U M1erg+elutdw, iP ' heRr.A Crrmt C�gyvxrot d :1 w9d &M/C RxN 4Y � (4Y ✓k'A' P>$k ALm! d of ux S 9ilB�Aa ¢+.reFia9P w N P� ad eve sdsvRmMm' b R3dMa d'YVkre AS#0»J5f/ Po 9488 N68`ddw &p d mf>rsA t RmC(4 trc #Ab aW xMrm h iM' myeNefexlSaP kbsragrPlw" gw krcuwm mommas gm, MniM tw1M'Md$$>f'4i4 iaT%emMam Mfi65a ,a�wA#rdu axu� am, em LttY£ag e. A $H bra RM, =20 a.Ye #s`SPoma ro,F (o RMhW 'D6Mvnfi is'.muw#.D�B ,eRVR 'm`N k Rvw4h MNNiRMka#S/ d1 brtq§rrza Spk bqn ldf. ay=ar td'�r Xmlu�b AW+"saa bYAw s?mLAYSao Hied �fh11•LX d w'BwRSs:MMSh Be P £usrrw fid %w WFlo ABA d #nenwW beYwtt,aD,xe wf a�'� ArRx '. BDIRY.Yf Nowb4x z0'eke dad 9epymkmA' Mmq um d£8' Wp.rx+ m nShm� _ pdwJaryA'il ... W+a$ SanaF iW � Ls� ra 2i:.wf.`L.J 2N PG%mw.^ XAF I€/mw aYlM � WYaeta rvAa Sd mMam sp e9 e+ro5p et ' A«xaMroe arta? ma e«a6rx Amm'bnvNrrPuenmlab bKJe AmhN9+'e:. #f it/M^au»aaY 9ebmR Tp'nuSmiv, m mr mTala' en mkNry eMb mtl H � aw dxm Mw.,v a+tnm m mmxx amrnt m�R+ mbap& uxw a a Nro+'R9 &Ngby Ma a?ry faa6or. k 8fq'kLL'%P r&m mukM ffiN Alte atF9M rtes strys olWrAy, Mlrmryum'fiar m'rksmabYre aY!An ruBramatit 'R, SWiYa ka?r mS s sefivs d a+Ycq AY6pvrt emt➢rmwwa .. nyhvxnmt raaP x Ver me xxs wlmnPoemamea Dr fna ar[Ap+,.a. . R9 safm Am6romKK s3ePfe arm'. <150'h Y19rD mK '. aawXh YM eSiraa smrsq �tm`axa 8x Kaktmw'q x cb' ¢eNm "wmnttn m1 hriim b L59 udArwl mM°➢ ". 6X +W<rimA^fl uwunM1 as drtttaa W AsY Y.:dM A9m sLmWan RT eW, r mrfem vM R4'+aA Arn be fRY €grei: fA 3k'mYvq"vezab kan bxX ca s2 bJL'Lm Cme agar ama Vo,,e mn.6vmm'm aomrmn ffiSmmittssbtyw muf44a ggeN bTmr Of, ¢w ra xAs �mA xnu.srr a{A na R.rmt roµlwariBYR.t CITY STANDARD ST -6 NOTE: REMOVE AND RECONSTRUCTION TO BEGIN AND END AT THE NEAREST CONSTRUCTION JOINTS TO LIMITS SHOWN ON PLANS. I �..tt.M,ax4se -a iYP€CAL 44C RANK mUFJ3�.'_e. �ih� v9i1nF1 MIAMI, b s$aaG 4P"c?ri „ASE J IJ mr a uj wfi MIAMI, b s$aaG 4P"c?ri CALTRANS STANDARD A88A CITY RECORDS N0. No. C37167 F NEED r -.w o J ZOm rn mr a uj wfi JOw z,�tz 'P b m N P�I b.l « eirP i zM�i9: Q rrgnu. a �m `Q CD CD H I'll All �'m T3^M L ! 0. N n 9uvw� lt,r :. r �}} m_v A__p N F m,v E � x '^'yy � O o Ja -.4... -7jjm CALTRANS STANDARD A88A CITY RECORDS N0. No. C37167 F NEED r -.w o J ZOm rn v a uj JOw z,�tz Q N u Q uj ow0 PQ a �m `Q CD CD H AS. a� r �}} N F E � � O o Ja 6 OF 6