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HomeMy WebLinkAbout1.1-6419 Ph 2 RevKnow what's below. CaII before you dig. -VRACT 0. 6 19 F N Street Improvement Plans BSFI7RS EWdVd1M CdLL • iJ3d an 77 i�Cr~ t.�0.32t78� 22 -3► -d6) DOTE BENCHMARK STOP OF CONCRETE MONUMENT AT THE INTERSECTION OF SNOW ROAD AND QUAIL CREEK ROAD, ALSO THE NORTH 1/4 CORNER OF SECTION 8 29/27 ELEVATION = 401.06' U. S. G. S. DATUM PER K.C.S.F.B. 1152, PG. 22 AND TR. 5909 STREET PLANS LEGAL. DESCR►PTION ALL OF LOTS 21, 22, 23, AND 24 IN SECTION 5, TOWNSHIP 29 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE & .MERIDIAN, UNINCORPORATED AREA OF THE COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY, FILED 2, 1894 IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. W/1 OF BEARING THE BEARING OF N00'5225.7"E SHOWN FOR THE WEST LINE OF THE SOUTHWEST 1/4 OF SECTION 5, TOWNSHIP 29 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE & MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA AS SHOWN ON THE SURVEY INVESTIGATION MAP 7-1, BOOK 6, PAGE 50, WAS USED AS THE BASIS OF BEARINGS SHOWN ON THIS MAP. ENGINEERS CERTIFICATE: I HERE BY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. ATE MATTHEW J. BARNES R.C.E. 79145 NOTE TO OWNER AND CONTRACTOR: THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT QUAD KNOPF WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF QUAD KNOPF, INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF QUAD KNOPF HAD PERFORMED THE STAKING WORK. PRIVATE ENGINEERS NOTICE TO CONTRACTORS." THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION 1-800-227-2600 KEY MAP - 1"=200' C.O.B. 2014 STANDARDS: D-16 GUTTER DEPRESSIONS I ST -1 TYPE B CURB AND GUTTER ST -3 5' COMBINATION TYPE SIDEWALK -�F-4 16' RESIDENCE DRIVEWAY ST- 13 SURVEY MONUMENT ST- 14 5,800 OR 9,500 LUMEN STREET LIGHTS (AS INDICATED) T-1 STREET NAME SIGN T-33 CONDUIT & R/W REQUIREMENTS FOR FUTURE SIGNAL LOCATIONS T-34 TRAFFIC SIGNAL INTERCONNECT -WIRING AND PULL BOXES CALTRANS RSP—A88A HANDICAP RAMP (CASE A) CALTRANS A73C BARRICADE TYPE Ill MATERIALS LIST CITY STD. TYPE "B" CURB & GUTTER SHEET INDEX." LF STANDARD SIDEWALK 24,206 SF RESIDENTIAL DRIVEWAY APPROACH 6,683 PROJECT CURB RETURN WITH HANDICAP RAMP 10 EA STREET NAME SIGNS 9 LOCATION STREET LIGHTS 5,800 LUMEN 10 EA STREET LIGHTS 9,500 LUMEN 3 EA ASPHALT CONCRETE ETCMART ROAD TONS CLASS 11 AGGREGATE BASE 1 -COVER SHEET CY SURVEY MONUMENT ENCASEMENTS 15 8 COLLECTOR STREET LENGTH 2 � - NOTES LF LOCAL STREET LENGTH 2,888 LF 0 3 - ETCHART ROAD CID z 0 z = to o- z W 0 1 p w o Z U 2! C;,* w ' 41K- ETCHART ROAD I o J aZ f- 0) V dUj LO �w 0 5%- RADO DEL REY DRIVE p 6ft RADO DEL REY DRIVE - V1 SHEET 3 C3 71- 1VIERA DEL SOL DRIVE EEO — m SHEET _ 4 ETCHART ROAD z o VIERA DEL SOL DRIVE z W w 3NOVI/ ROAD RRA MERIDIAN WAY _ n 84 ss i se a t" s� se m so 81 as ss J1OIKK-IVERTON STREET & ARENABLANCA - ..IGNAGE W a 0 AND STRIPING PLAN SHEET 4 PRAD0 DELREY COURT — SHEET 5— DRILL ISLAND COSTA BLANCA DRIVE 3 f/ I j�l �J1TY MAP V / r y� ROSS SECTIONS AND DETAILS ss u _ m so se fl 1 4 1 a no sa s� se F-, 1 ss ss N NOT TO SCALE 77 i�Cr~ t.�0.32t78� 22 -3► -d6) DOTE BENCHMARK STOP OF CONCRETE MONUMENT AT THE INTERSECTION OF SNOW ROAD AND QUAIL CREEK ROAD, ALSO THE NORTH 1/4 CORNER OF SECTION 8 29/27 ELEVATION = 401.06' U. S. G. S. DATUM PER K.C.S.F.B. 1152, PG. 22 AND TR. 5909 STREET PLANS LEGAL. DESCR►PTION ALL OF LOTS 21, 22, 23, AND 24 IN SECTION 5, TOWNSHIP 29 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE & .MERIDIAN, UNINCORPORATED AREA OF THE COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY, FILED 2, 1894 IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. W/1 OF BEARING THE BEARING OF N00'5225.7"E SHOWN FOR THE WEST LINE OF THE SOUTHWEST 1/4 OF SECTION 5, TOWNSHIP 29 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE & MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA AS SHOWN ON THE SURVEY INVESTIGATION MAP 7-1, BOOK 6, PAGE 50, WAS USED AS THE BASIS OF BEARINGS SHOWN ON THIS MAP. ENGINEERS CERTIFICATE: I HERE BY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. ATE MATTHEW J. BARNES R.C.E. 79145 NOTE TO OWNER AND CONTRACTOR: THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT QUAD KNOPF WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF QUAD KNOPF, INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF QUAD KNOPF HAD PERFORMED THE STAKING WORK. PRIVATE ENGINEERS NOTICE TO CONTRACTORS." THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION 1-800-227-2600 KEY MAP - 1"=200' C.O.B. 2014 STANDARDS: D-16 GUTTER DEPRESSIONS I ST -1 TYPE B CURB AND GUTTER ST -3 5' COMBINATION TYPE SIDEWALK -�F-4 16' RESIDENCE DRIVEWAY ST- 13 SURVEY MONUMENT ST- 14 5,800 OR 9,500 LUMEN STREET LIGHTS (AS INDICATED) T-1 STREET NAME SIGN T-33 CONDUIT & R/W REQUIREMENTS FOR FUTURE SIGNAL LOCATIONS T-34 TRAFFIC SIGNAL INTERCONNECT -WIRING AND PULL BOXES CALTRANS RSP—A88A HANDICAP RAMP (CASE A) CALTRANS A73C BARRICADE TYPE Ill MATERIALS LIST CITY STD. TYPE "B" CURB & GUTTER 7,031 LF STANDARD SIDEWALK 24,206 SF RESIDENTIAL DRIVEWAY APPROACH 6,683 EA CURB RETURN WITH HANDICAP RAMP 10 EA STREET NAME SIGNS 9 EA STREET LIGHTS 5,800 LUMEN 10 EA STREET LIGHTS 9,500 LUMEN 3 EA ASPHALT CONCRETE 2,789 TONS CLASS 11 AGGREGATE BASE 2,970 CY SURVEY MONUMENT ENCASEMENTS 15 EA COLLECTOR STREET LENGTH 1,184 LF LOCAL STREET LENGTH 2,888 LF *QUANTITIES DETERMINED ARE BASED ON RECOMMENDED R -VALUE OF 25 FROM GEOTECHNICAL REPORT DATED DECEMBER 12, 2013 BY KRAZAN & ASSOCIATES, INC. AND TRAFFIC INDEXES FROM CITY OF BAKERSFIELD STANDARDS. CITY OF BAKERSFIELD CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED BY THE CITY ENGINEER. CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, BOUNDARIES, STREETS, HIGHWAYS, OR OTHER RIGHT-OF-WAY, EASEMENTS, OR PROVIDE SURVEY CONTROL WHICH WILL BE DISTURBED OR REMOVED DUE TO CONTRACTOR'S WORK. CONTRACTOR SHALL PROVIDE A MINIMUM OF 10 WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEER/SURVEYOR SHALL COORDINATE WITH CONTRACTOR TO RESET MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND PROFESSIONS CODE I SECTION -3771, TRAFFIC ENGINEER DATE ASSISTANT PUBLIC WORKS DIRECTOR DATE CITY OF BAKERSFIELD APPROVED BY: PUBLIC WORKS DIRECTOR - CITY OF BAKERSFIELD DATE NICOLAS FIDLER, R.C.E. 61069 - EXP. 12-31-16 CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED BY THE CITY ENGINEER. CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, BOUNDARIES, STREETS, HIGHWAYS, OR OTHER RIGHT-OF-WAY, EASEMENTS, OR PROVIDE SURVEY CONTROL WHICH WILL BE DISTURBED OR REMOVED DUE TO CONTRACTOR'S WORK. CONTRACTOR SHALL PROVIDE A MINIMUM OF 10 WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEER/SURVEYOR SHALL COORDINATE WITH CONTRACTOR TO RESET MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND PROFESSIONS CODE I SECTION -3771, J�4ER b/ a P zw W m? O �z W w0 v =w m VAI W of w a o O • 0 Q rn 'co, U N .m Q U cI O aLL: _ 0 OO W N U N N O O Ow m O W W 0 N 00 ~ Y _j X0 O O Q W Q z W f- V �- z /� � U cl U oZ LL a 0 z Y a W c m 2 }a W U m x CL o � V Z Z 77 Yr. U. p J a C) w oN � W WN ju CID z 0 z = to o- z W 0 1 W w o Z U 2! C;,* W cc UWUj IL Z � o J aZ f- 0) V LO �w 0 0� V1 z o �0 U W a 0 y� u m 0 a J�4ER b/ a P zw W m? O �z W w0 v =w m VAI W of w a o O • 0 Q rn 'co, U N .m Q U cI O aLL: _ 0 OO W N U N N O O Ow m O W W 0 N 00 ~ Y _j X0 O O Q W Q z W f- V �- z /� � U cl U oZ LL a 0 z Y a W c m 2 }a W U m x CL o � V Z Z Yr. U. J a C) oN � W WN CID z 0 z = to o- z W 0 1 w o Z U 2! C;,* W cc UWUj IL Z � o J f- 0) V PLOT DATE: —� JULY 7, 2015 JOB NO.: 130190.02 RIF NAME: 130190.02-ST2-COV SCALE: AS SHOWN SHEET NO.: 1 OF 12 GENERAL NOTES: 1. 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 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 BUILDING PERMIT. 2. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCING, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER AT THE CONTRACTOR'S SOLE EXPENSE. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND RESTORED TO ORIGINAL CONDITION AT THE CONTRACTOR'S SOLE EXPENSE. 4. EXCAVATION SHALL BE SUPPORTED IN CONFORMANCE WITH THE RULES, ORDERS AND REGULATIONS OF THE INDUSTRIAL ACCIDENT COMMISSION AND THE PUBLIC UTILITES COMMISSION OF THE STATE OF CALIFORNIA. ALL SHORING SHALL BE INSTALLED IN A MANNER THAT WILL PREVENT CAVING OF THE WALL OF THE EXCAVATION. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, INSPECTIONS AND MATERIALS TESTING. 6. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (PHONE: 326-3049) FOR TESTING AND INSPECTION. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL INSPECTIONS. 7. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL UNDERGROUND IMPROVEMENTS, WITHIN THE AREA OF THE STREET RIGHT OF WAY, HAVE BEEN COMPLETED PRIOR TO THE START OF ANY CONSTRUCTION PAVING. 9. STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE LOT LINE AND WHERE THEY HAVE BEEN INDICATED ON THESE PLANS. THE CONTRACTOR SHALL ENSURE THAT ALL LIGHTS AND SIGNS ARE PROPERTY INSTALLED PER C.O.B. STD. NO. ST -14 & T-1 AS WELL AS ALL OTHER APPLICABLE CODES AND STANDARDS. 10. STREET LIGHTS SHALL COMPLY WITH CALTRANS STANDARD SPECIFICATION SECTION 86-6.01 PER C.O.B. SUBDIVISION AND ENGINEERING MANUAL SECTION 5.2.5.1.c. 11. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN 6" FROM BACK OF SIDEWALK. 12. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. 13. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. 14. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD THE CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO PAVING. 15. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET THE CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 16. AN "S" SHALL BE STAMPED ON FACE OF CURB INDICATING LOCATION OF SEWER LATERAL. 17. SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER HERETO IS NOT SUFFICIENTLY DETAILIED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT QUAD KONPF, INC. AT (661) 616-2600 FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY PRIOR TO COMMENCEMENT OF CONSTRUCTION. 18. QUAD KNOPF SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY QUAD KNOPF. 19. CONTRACTOR SHALL NOTIFY QUAD KNOPF, INC. OF ANY AND ALL CONFLICTS BETWEEN CONTRACT DRAWINGS AND ACTUAL SITE CONDITIONS PRIOR TO COMMENCING ANY WORK IN QUESTION. 20. CONTRACTOR SHALL NOTIFY QUAD KOPF, INC. A MINIMUM OF 3 WORKING DAYS PRIOR TO COMMENCEMENT OF WORK REQUIRING STAKING FOR PROPER SCHEDULING. 21. UNDERGROUND FACILITIES KNOWN TO EXIST ARE SHOWN ON THE PLANS BASED ON AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION, LOCATION, PROTECTION AND REPAIR (IF DAMAGED DURING CONSTRUCTION) OF SAID FACILITIES. SHOULD UNDERGROUND FACILITIES BE ENCOUNTERED WHICH ARE NOT SHOWN ON THE PLANS OR DEVIATE FROM THE LOCATION SHOWN, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER OF THAT FACILITY (IF APPROPRIATE) AND THE ENGINEER FOR POSSIBLE DESIGN CHANGES. 22. 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ALERT (1-800-227-2600) AND ARRANGE FOR FIELD LOCATION OF ALL EXISTING UNDERGROUND FACILITIES. 23. THE CONTRACTOR SHALL REMOVE AND/OR RELOCATE ANY OBSTRUCTIONS AT HIS SOLE .EXPENSE. 24. CONTRACTOR SHALL EXPOSE ALL EXISTING PIPELINES OR OTHER UNDERGROUND OBSTRUCTIONS TO VERIFY THAT THERE ARE NO GRADE CONFLICTS PRIOR TO LAYING ANY GRAVITY PIPELINES UPSTREAM OF SAID PIPELINES OR OBSTRUCTIONS. FAILURE TO DO SO RELIEVES THE ENGINEER FROM FURTHER RESPONSIBILITY FOR SAID CONFLICT. 25. ALL STATIONING SHALL BE BASED ON STREET CENTERLINE UNLESS OTHERWISE NOTED. 26. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVOER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. ANY FAILED TESTS SHALL BE RE -WORKED AND RE -TESTED AT THE CONTRACTOR'S SOLE EXPENSE. COMPACTION SHALL BE PER THESE PLANS OR THE PROJECT GEOTECHNICAL REPORT DATED MAY 16, 2014 BY CTL-SEE'S INC., WHICHEVER IS GREATER. 27. THE SUBDIVIDER AND CONTRACTOR SHALL MAINTAIN DUST CONTROL ABOUT THE SITE OF WORK. 28. CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION WATER AT HIS SOLE EXPENSE 29. THIS 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 ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ, AS AMENDED BY 2010-0014-DWQ AND ORDER 2012-006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15069766 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. 30. ALL CONSTRUCTION PERSONNEL SHALL BE TRAINED IN SENSITIVE SPECIES IDENTIFICATION AND AVOIDANCE TECHNIQUES AND BE INSTRUCTED TO BE ON THE LOOKOUT FOR KIT FOX SIGNS DURING EARTH DISTURBANCE PHASES OF CONSTRUCTION. ANY EVIDENCE OF SUCH SIGNS SHOULD BE AVOIDED AND REPORTED TO THE REVIEWING AGENCIES FOR RESOLUTION. COMPLETE BIOLOGICAL CLEARANCE SURVEY SHALL BE PERFORMED AS REQUIRED BY CITY ORDINANCE. 31. ALL CONSTRUCTION MATERIALS, DETOURS AND WASTE SHALL BE REMOVED FROM THE CONSTRUCTION SITE AND ALL WASTE MATERIAL DISPOSED OF IN AN APPROVED DISPOSAL AREA. THE CONSTRUCTION SITE SHALL BE LEFT WITH A NEAT AND FINISHED APPEARANCE. 32. IF DURING THE CONSTRUCTION ACTIVITIES OR GROUND DISTURBANCE, CULTURAL RESOURCES ARE UNCOVERED, THE SUBDIVIDER SHALL STOP WORK AND RETAIN A QUALIFIED ARCHEOLOGIST FOR FURTHER STUDY. SUBDIVIDER SHALL NOTIFY THE PROPER AUTHORITIES AND BE SUBJECT TO ANY MITIGATION MEASURES REQUIRED OF THE ARCHEOLOGIST. 33. THE CONTRACTOR SHALL NOT DESTROY ANY PERMANENT SURVEY MONUMENTS. ANY PERMANENT MONUMENTS OR POINTS DESTROYED SHALL BE REPLACED BY A LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE. 34. CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION SURVEY STAKES AND PROPERTY LINE MARKERS WHEN REASONABLY POSSIBLE. ANY STAKES OR MARKERS REQUIRING REPLACEMENT BY THE DEVELOPER'S ENGINEER SHALL BE DONE AS "EXTRA WORK". 35. CONTRACTOR SHALL BE IN CONFORMANCE WITH THE SJVAPCD FOR AJR QUALITY STANDARDS AND MITIGATION MEASURES. 36. AT THE INITIAL CONSTRUCTION MEETING PRIOR TO GRADING ACTIVITIES, ALL CONSTRUCTION WORKERS MUST BE INFORMED OF THE SYMPTOMS OF VALLEY FEVER. ASPHALT CONCRETE PAVING NOTES: 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE 'B' (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, 'ASPHALT CONCRETE'; OF THE STANDARD SPECIFICATIONS CURRENT EDITION AND THESE PLANS. 2. PRIOR TO THE ADDITION OF THE ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE 'A' (MODIFIED) OR TYPE 'B' (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, 'AGGREGATE', OF THE STANDARD SPECIFICATIONS CURRENT EDITION FOR THE 1/2 INCH MAXIMUM, MEDIUM GRADING. J. ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE SHALL BE PG64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE 'B' (MODIFIED) ASPHALT CONCRETE SHALL BE PG64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFIRM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM REFINED PAVING ASPHALTS", IN SECTION 92-1.02, "GRADES", OF THE STANDARD SPECIFICATIONS CURRENT EDITION. 4. THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH THE CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR THE USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF THE WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORMS TO THE REQUIREMENTS SO SECTION 39-2.02, 'AGGREGATE'; OF THE STANDARD SPECIFICATIONS AND THESE PLANS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY RESULTS ON WHICH THE DESIGN 1S BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, 'AGGREGATE'; OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL THE COST ASSOCIATED WITH THE ASPHALT CONCRETE MIX. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF TWO (2) FEET FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE , OF THE STANDARD SPECIFICATIONS CURRENT EDITION SHALL BE MEET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGN TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERING SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE PLANS AND AS DIRECTED THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATORS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER,- THAT_tI.<,.LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPEN TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO LIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER TNF RMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES, OR BOTH, IF NEEDED, ARE TO BE ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSFUL TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIC RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH THE MATERIAL MEET THE IN-PLACE DENSITY REQUIREMENTS. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90 PERCENT OR MORE THAN 96 PERCENT THE ASPHALT CONCRETE REPRESENTED BY THE LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY.• A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. . ASTM D 1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IN THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIC SURFACE TOLERANCE, IT SHALL BE BROUGHT WITH TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER, THE CORRECTIVE WORK SHALL BE AT THE CONTRACTORS EXPENSE 18. IF ABRASIVE GRINDING 1S USED TO BRING THE FINISHED SURFACE TO SPECIFIC SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE AND TRANSVERSE LIMIT OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AR THE CONTRACTORS EXPENSE THE FOG SEAL COST SHALL BE REJUVENATING AGENT OR ASPHALT EMULSION AS DIRECTED BY CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK" BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE(CMB) CONFORMING TO SECTION 200-2.4 OF THE "2012 GREENBOOK STANDARD SPECIFICATIONS" WHICH ALLOWS UP TO 507. OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATIONS SECTION 19-1.03 PER CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT CARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. xmi It rn r - Li v zW Q W mz 0 --iW 2 w �n Li Roo0 Q rn c0o 0) O w N u, U 1" Ln Z U co d =O ly- z CLo �owN ^^o vW, 04 O W W O w m 3 0 o u N m FW3 = U 10 UJ 0 U O U z LL i a L O Z Y a a? n m m o c _ W � m a a 0 PLOT DAT JULY 7, 2015 JOB NO.: 130190.02 FILE NAME: 130190.02-ST2-COV SCALE: AS SHOWN �!2 EET NO.: OF12 d z z im 0 LL J Q U LL o N O- W co � 0)W o Ld _ � o. z z g O = Z a z arn0 M q0. ' Q avis �-W� o z zooC)WLU w -j o� 06F- oCi-O t!) z. PLOT DAT JULY 7, 2015 JOB NO.: 130190.02 FILE NAME: 130190.02-ST2-COV SCALE: AS SHOWN �!2 EET NO.: OF12 GENERAL NOTES: 1. ALL STATIONING 1S ' BASED ALONG STREET CENTERLINE UNLESS F OTHERWISE NOTED. 2. ALL CATCH BASIN OPENINGS TO BE 4' PER CITY OF BAKERSFIELD STD. D-14 (UNLESS OTHERWISE NOTED). J. INSTALL SURVEY MONUMENTS ALONG STREET CENTER LINES PER CITY OF BAKERSFIELD STANDARDS ST -22 (UNLESS OTHERWISE NOTED) AT ALL STREET INTERSECTIONS, BEGINNINGS AND ENDINGS OF HORIZONTAL CURVES, ENDS OF CUL-DE-SACS AND AT TRACT BOUNDARY. 4. ALL RESIDENTIAL DRIVEWAY STATIONING SHOWN AT DRIVEWAY CENTERLINEE, 5. RAISE EXISTING SANITARY SEWER, STORM DRAIN, AND WATER MANHOLES TO FINISH GRADE. 6. AN "S" SHALL BE STAMPED ON FACE OF CURB INDICATING LOCATION OF SEWER LATERAL. m• •. L 392 APN 492-100-68 SAWCUT AND APN 492-100-67 APN 492-100-66 J J APN 492-100-10 ,�' 0 0 L=154.99' 1 L=154.99' + R=1500.00 + 5IA. 7U+UU.UU Li(;HAKI KUAU = MATCH EXISTING EXISTING EDGE ¢ R=1500.00 - 4=5.92 10 0 STA. 27+40.34 CALLOWAY DRIVE N8854'23"W OF PAVEMENT U' A=5.92 Q H - ' 13+00 � P/L V) STA. 16+74.73 ETCHART ROAD = J 2 . 11 +00 334 52 00 g STA. 12+ 19.00 RIVERTON STRE 4 xLU 1 ; Jr RLU V. -.. • , a ..r- tit.'. 5 , ., :. ,.. .. ""°•t' ,., .. ., .0}}^^,.' Y'4.t l•,` ., - , _ _._'1 ", .:�a'a - _ P 1. w� -S .; „ , . „ ... .,,< ,..,, ,. _, ..<.,. .. ,...a . � a . . .: '�`, .. ,. .. ..r. r .; <�� .' ^�"�" �..-,i•. - .ren ,^a �.< �' , .v,. >s .- .,. a.; .. .. ,- r .. .' ., z �;, a Y" ,_. R. ,. .. ...., a. .... . ..✓r ar. - - Y 1` ._. s ,._..t1.�r s_..Tx. r.,, ,.z..._,_ . s ... , , V�:k.'.: ..i.. morw. .e.,sr ,,. 9 .3. ,f . . ..d -. ,. ,..< .,.,�"ma,,•,kr .' .n5x.. . crhd'i•!fir'. . .1r. , .,�,.`;_ � 4,F..,,,v ,,, �e_.-, S. v3. a- ,„,, ' r .�.. :,.,,.,x,v,k�,.- „, -„ ,, �t,_..i.!u�u.,. a,As n. „�r� K,a`, fir ,, .r_,'.h , c.z END ��. F PHASE ,,, ,,,.>;�, ..sr.yr 4i..€. . w_, <. •,.CG _ .. 1 - r POWER OLES IN Y.OT ER . 2 WTE _, • W tn Curve Table CONSTRUCTION NOTES: LENGTH RADIUS LEGEND: TANGENT C9 46.74' 30.00' 89°16'30" 29.62 C 1 O 47.12' 30.00' 90'00'00" 30.00 C 11 131.17' 1466.00' 5'07'40" 65.63 C12 117.86' 1534.00' 4'24'10" 58.96 BEFORE EXCAVATING OA - CONSTRUCT CURB AND GUTTER PER CITY OF BAKERSFIELD STD. ST -1 AND 5.0' COMBINATIO OF - CONSTRUCT 17 FT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STD. ST -7. BC BEGINNING OF CURVE ME MATCH EXISTING _ ami CALTRANS STANDARD RAMP RSP-A88A CALL • USA 811 o c� BCR BEGIN CURB RETURN PCC POINT OF COMPOUND CURVE ® CATCH BASIN TYPE SIDEWALK PER CITY OF BAKERSFIELD STD. ST -7.Q ©- INSTALL STREET NAME SIGN, PER C17Y OF BAKERSFIELD STD. T-1. BVC BEGIN VERTICAL CURVE PI POINT OF INTERSECTION DIRECTION OF GUTTER FLOW v ©- CONSTRUCT CURB AND GUTTER PER CITY OF BAKERSFIELD STD. ST -1 AND 6.0' COMBINATION CB CATCH BASIN CENTER LINE PL POC PROPERTY LINE POINT ON CURVE CD EXISTING PAVEMENT w TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -7. OH - PHASE BOUNDARY. DEP DEPRESSION PRC POINT OF REVERSE CURVE - - G - - EXISTING GAS LINE W CONSTRUCT CURB RAMP, PER CALTRANS STD. RSP-A88A CASE A. I - O INSTALL W-31 CA SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ( ) EC END OF CURVE PIVC POINT OF VERTICAL INTERSECTION - W - EXISTING WATER LINE EXISTING SURVEY MONUMENT v, Z z C O - ADJACENT PHASE ISN'T CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH ECR END CURB RETURN POC POINT ON CURVE „ PROPOSED PAVEMENT o W @D - INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF CALTRANS STD. SPEC. 86-6.01 (LOCAL). CONSTRUCTION OF ADJACENT PHASE. ELEV. EVC ELEVATION END VERT/CAL CURVE POVC 000.00 POINT ON VERTICAL CURVE PROPOSED ELEVATION O PROPOSED SIDEWALK 0,�:: a o a E O - INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF CALTRANS STD. SPEC. 86-6.01 J - O PROPOSED SURVEY MONUMENT PER CITY OF BAKERSFIELD STANDARD ST -22. (000.00) EXISTING ELEVATION RT. R/W RIGHT RIGHT OF WAY O �" PROPOSED SURVEY MONUMENT STREET LIGHT o FL FLOWLINE (COLLECTOR). GB GRADE BREAK 0.007. SLOPE, IN FOOT PER FOOT + STREET SIGN INV. INVERT STA. STATION ® 24 FT SECONDARY ACCESS DRIVE - LT. LEFT TC TOP OF CURB TO BE LOCATED WITHIN RIGHT OF WAY v m LC LENGTH OF CURB VC VERTICAL CURVE PROPOSED BLOCK WALL PHASE BOUNDARY N� APN 492-100-68 SAWCUT AND APN 492-100-67 APN 492-100-66 J J APN 492-100-10 ,�' 0 0 L=154.99' 1 L=154.99' + R=1500.00 + 5IA. 7U+UU.UU Li(;HAKI KUAU = MATCH EXISTING EXISTING EDGE ¢ R=1500.00 - 4=5.92 10 0 STA. 27+40.34 CALLOWAY DRIVE N8854'23"W OF PAVEMENT U' A=5.92 Q H - ' 13+00 � P/L V) STA. 16+74.73 ETCHART ROAD = J 2 . 11 +00 334 52 00 g STA. 12+ 19.00 RIVERTON STRE 4 xLU 1 ; Jr RLU V. -.. • , a ..r- tit.'. 5 , ., :. ,.. .. ""°•t' ,., .. ., .0}}^^,.' Y'4.t l•,` ., - , _ _._'1 ", .:�a'a - _ P 1. w� -S .; „ , . „ ... .,,< ,..,, ,. _, ..<.,. .. ,...a . � a . . .: '�`, .. ,. .. ..r. r .; <�� .' ^�"�" �..-,i•. - .ren ,^a �.< �' , .v,. >s .- .,. a.; .. .. ,- r .. .' ., z �;, a Y" ,_. R. ,. .. ...., a. .... . ..✓r ar. - - Y 1` ._. s ,._..t1.�r s_..Tx. r.,, ,.z..._,_ . s ... , , V�:k.'.: ..i.. morw. .e.,sr ,,. 9 .3. ,f . . ..d -. ,. ,..< .,.,�"ma,,•,kr .' .n5x.. . crhd'i•!fir'. . .1r. , .,�,.`;_ � 4,F..,,,v ,,, �e_.-, S. v3. a- ,„,, ' r .�.. :,.,,.,x,v,k�,.- „, -„ ,, �t,_..i.!u�u.,. a,As n. „�r� K,a`, fir ,, .r_,'.h , c.z END ��. F PHASE ,,, ,,,.>;�, ..sr.yr 4i..€. . w_, <. •,.CG _ .. 1 - r POWER OLES IN Y.OT ER . 2 WTE _, • W tn Curve Table CURVE # LENGTH RADIUS DELTA TANGENT C9 46.74' 30.00' 89°16'30" 29.62 C 1 O 47.12' 30.00' 90'00'00" 30.00 C 11 131.17' 1466.00' 5'07'40" 65.63 C12 117.86' 1534.00' 4'24'10" 58.96 c2» vi.. ♦ v c.- .. _ .- -. _ -. -_ . , .., � -..2r - d �. �� t. `Y. ! - '.� .yT, 'rte d; - .; •f„,. . .. .. , r - _- ;_ i .. .. - -.. ..r - .,. � .i,,.P ., § _ ��/..��,,, -'�',, ,cR ryt}.}". ,Sa• ",s' �1 2 ��. ''r ? 'r!a:;,".a . - -� �- . d asw" b4 v�' h, 'iE. sf •� ro? f. F: < , ',�,':> i '{ F'>' S `-a$c C1 �: RT `-' - ,.� a- 3 r "��" $.„ i't�i�-thy k t. �r ,a•.f.. r � -'�,, i � W .� °'`3- s._ '.; aL .� - ,3..; � ✓`: � _ as {2; � .;e"�.�,' 70 PIL cr- H N 12 (6 o----- -- -m --r --= ---------- 12 --- .� x " ' 21 22 23 24 0 25 26 o , , to r i vii v� v' `° co 1. '24t�:.> 1 d o aN� E U o Trk N 27 28 29 N m w � + HORIZ. SCALE: 1"=40' " °p m °� VERT. SCALE: 1"= 4' r R/W m , U N Q C,4 • m `Z 1 ♦ E CN (10 { G, , E GALLOWAY DRIVE RIVERTON STREET PHASE 1 SEESHEET 10 ETC HART ROAD STA 10+00.00-19+50.00 REVISION Q APPROVED BY: CATHERINE S. WILLIAMS DATE R.C.E. NO 75489 (EXP. 6-30-16) MARIAN P. SHAW DATE R.C.E. NO. 32178 (EXP. 12-31-16) R, Mil • 396 91l NE R E G b !1S ti P � d 0 � rn N > V W N n 2 z V o LU U m �W U) Q J af \' �w Z V)0 Zw U-1Uj Q� U d } o � W 0 x w IL CL ►V o or o Q 1 V w Q V2.2 O 0 Cfl CO OO 0 ^ -�'' Yp uWi U w v ty0 0 N m 000 F= Y O O Q W Q Z = U o= LL a 0 Z Y O m � im- W c � m Q � a a LLj �. L%J 388 I ! 388 ? 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 z cc SOUTH FLOWLINE 0 � ! a 404 w o 10 404 LL N END OF PHASE C11 C12 C9 c,, �j. o 1 PAVING coct: oc 1 O W or z o � g rn ' rn n +I� M 1 W o W `) =� G o w a,o N� _ �'_°wER _ �' ^�, W 400 2 W 0-z0 O cpO oN _ �� �N �N �L0 = Z TO Z U n i Q1�0 T 400 0+ mo N N EXISTING GRADE AT + ^ to O g > O � Q U : "o- STREET CENTERLINE "' "' O U R Z _ W cc Q�^ + rn a ± "' W W w c`Qn w c�~i, '�- -� (/� w I-WQ 6 Q W _ 0 z d o � 39 _ -� � W 0.207. -0.517 0.357. 1 W °' 396 LL Z 00 V w 0.20% 0.647. I ELEV 397.34 ? W O � I- H � w 0.207. J I- J ao •• I- f!) W _co EXISTING I (,) PHASE BOUNDARY FLOWLINE PROPOSED GRADE AT I 392 GRADE SOUTH FLOWLINE 1 Q (7077;Zux 392RY 5. 2016 JOB NO.: 1 130190.02 FILE NAME: 130190.02-ST2-EW Q Q 388 SCALE: VERT. 1"=4' 388 SHEET NO.: 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+0020+00 I. 1 --f 3R OF 12 I Q Lu 0 n > Q m I O � I— CL w CL Q O O O � Q m co m O w Z U co c0 d = O D Z0 a O W ^ to w Q N L- (D CD Q D O W W O O D N m H O Q W O Q W 117 (n 0] V W 4-- < Q = U Oz LL 0 z z Y Q m � � c 2 W 0 � } m a � U Q \ �I V Z 0) 00o 0 � � Q V LL o V c5 m w C/) c�w a V 1 o o j aZo O a = F- Q �a� E' L co W Q o Z Zoe' i-- w a Caw= W 0 CHH Z_ W 0 w W Z W w Q Q U� m I O � I— CL w CL Q O O O � Q m co m O w Z U co c0 d = O D Z0 a O W ^ to w Q N L- (D CD Q D O W W O O D N m H O Q W O Q W 117 (n 0] V W 4-- < Q = U Oz LL 0 z z Y Q m � � c 2 W 0 � } m a � U Q \ �I V Z Z 0 J Q V LL o N 0= w C/) V) a o o j aZo O a = F- aMo �a� E' L co W Q o Z Zoe' i-- w a Caw= Of W 0 CHH PLOT DATE: FEBRUARY 5, 2016 JVtS NU.: ' 130190.02 FILE NAME: 130190.02-ST2-EW SCALE. HORIZ. 1 "=40' VERT. 1 "-4' SHEET NO.: �A4R OF 12 404 � a o w 0,� N U Q U cD d 'o C15 O O 0 ^ ^ 0- 04 a -co c0 Q co 5 v v 0 Lu m o W W 00 ~ Y _I X Lo (n m IW— LQ V z W CL= o U 0 U O Z D w u a 0 W z Y =W � D Q ? aZCc 7 m m F Q; o W c K m w a w a.3 o Z zo'* ► W 404 w C5 HC6 Z Q � co �� U U N w U m W rvj � —Q] n "' '� �+ _ " W _ "� tet— O O N co N O tn� NLWV ►'� � � r7 r7 � C � —Q—� — w Q Q J co -0.519,' 0.547 Wa Z o_ co N O Z 1 �p W 400 396 p C25 U ' w Z 400 w m c� O O oo +° :-zlc � N LuO W or_w O a + � Lo o � "' .d ori ' w V }' m O N rn w EXISTING STREET CENTERLINE GRADE AT Lu N� O O W O 396 I c I co �Wr j .j Z J = V 1 Q 0.217 ELEV. 395.47 -0.307 -0.297 -0.207 392 PROPOSED SOUTH GRADE AT FLOWLINE I ! 392 i I -- 1 � 388 388 9+00 10+00 11+uu IL+uu 13+vv l4+vv io+vv IV'rvv I. *vv 10+vv 7bl+uu m o v w O w F- a o ' O � a o w 0,� N U Q U cD d 'o c D O O 0 ^ ^ 0- 04 a -co c0 Q co 5 v v 0 Lu m o W W 00 ~ Y _I X Lo (n m IW— LQ V z W CL= o U 0 U O Z D w u a 0 W z Y =W � D Q ? aZCc 7 m m F Q; o W c K m w a w a.3 o Z zo'* ► W �. w Wa Z o_ co N O Z W p U w 3 V }' m O Lu N� O m o v w O w F- a o ' O � a o w 0,� N U Q U cD d m = 0 c D O O 0 ^ ^ 0- 04 a -co c0 Q co 5 v v 0 Lu m o W W 00 ~ Y _I X Lo (n m IW— LQ V W CL= o U 0 U O Z D w u a 0 W z Y =W � D Q ? aZCc 7 m m F Q; o W c K m w a Z a.3 o Z zo'* ► W �. ♦ ; Z Z 0 LL J V W LL o N 0 0 D w co W W =W � o ? aZCc 0 �aw IL = Q; o W M M L m Q V ^ W o Z zo'* t„)WG W 0� PLOT DATE: FEBRUARY 5. 2016 [SHEET B NO.: 130190.02 E NAME: 130190.02-ST2-EW ALE: HORIZ. 1 "=40' VERT. 1 "=4' NO.: 5R OF 12 � o J_ � uj Q rnU to uj W N J Q n > U y z V O �QA�' 5 O CO co O O �^ p N uj UW vw m X O 00 ' N W O O Q W Q.. 3 L. ,O lo w 4_ Z = �f� M U U OZ `w LL a O ti =mow azCC Y 0 Q CY a Q�oo m m M w ca 2 z m L� r— w 0 a O z a U W L CY0 —� o 1— V? d. W CLZ o Z W N OZ Wz CL a U (17 w D v m N� O � o � uj Q rnU to uj W N J Q n > U y z V O �QA�' 5 � o � uj Q rnU w Z U cD co d in = O CO co O O �^ p N uj UW vw m X O 00 ' N W O O Q W Q.. 3 L. ,O lo w 4_ z = �f� M U U OZ `w LL a O N =mow azCC Y 0 Q CY a Q�oo m m M w ca 2 z m L� r— w 0 a O z a U OD 0 L CY0 —� o U Z Z cc 0 LL v w LLo Na: 0 o `w w LL- N =mow azCC 0 a= Q�oo v w Z �+ M L 0 W Q 02 L� r— w 0 o Z z C; C.) w � W OD 0 —� o 1— V? d. r DATE: FEBRUARY 5, 2016 [FILE B NO.: 130190.02 NAME: 130190.02-ST2-EW ALE: HORIZ. 1"=40' VERT. 1 "=4' EET NO.: 6R OF 12 W N V ti, Z V O �5�9321 O O O , W M Q o 'o", w O> U ZU c0 t0 d _J O O m 0 Z a LL - 0 w ^ ^ p N CID O W 0:: v- a UJ NLU m Rv�im��3 = v V Z = CL= o U OZ ti W r V) co O Zaocl) o Y Z C O 4) W m � W w c O m �. Q Y a VWW � cr �l �f-> CL �. Z O LLJ O Z W Z O ca Q a v w 0 m cp N a � 0 W N V ti, Z V O �5�9321 O O O , W M Q o 'o", w O> U ZU c0 t0 d = O O O m 0 Z a LL - 0 w ^ ^ p N O W 0:: v- a UJ NLU m Rv�im��3 = v V z = CL= o U OZ ti W r LL a O co O Zaocl) o Y Z C O 4) W m � m w c O m �. Q Y a VWW � U �f-> CL �. PLOT DATE: FEBRUARY 5. 2016 [FILE NO.: 130190.02 NAME:130190.02-ST2-EW LE: HORIZ. 1"=40'VERT. 1A=4' ET NO.: 7R OF 12 Z Z O U. J Q W V > IL o NQ O W W "' co O Zaocl) o Z Z 4) W uj z CC �— Q o Z I zoo VWW W O 0 �f-> .--� F- to Lr, PLOT DATE: FEBRUARY 5. 2016 [FILE NO.: 130190.02 NAME:130190.02-ST2-EW LE: HORIZ. 1"=40'VERT. 1A=4' ET NO.: 7R OF 12 0^ 0� 410 � � w U m �J fir; W r�V) -1 p.,� �W Z Wo z W W z� W W QW U IL O, O J_ rn (D 0) v w Z U U O n' O i GENERAL NOTES: 1. ALL STATIONING IS BASED ALONG STREET CENTERLINE UNLESS OTHERWISE NOTED. 2. ALL CATCH BASIN OPENINGS TO BE 4' PER CITY OF BAKERSFIELD STD. D-14 (UNLESS OTHERWISE NOTED). 3. INSTALL SURVEY MONUMENTS ALONG STREET CENTER LINES PER CITY OF BAKERSFIELD STANDARDS ST -22 (UNLESS OTHERWISE NOTED) AT ALL STREET INTERSECTIONS, BEGINNINGS AND ENDINGS OF HORIZONTAL CURVES, ENDS OF CUL-DE-SACS AND AT TRACT BOUNDARY. 4. ALL RESIDENTIAL DRIVEWAY STATIONING SHOWN AT DRIVEWAY CENTERLINE. 5. RAISE EXISTING SANITARY SEWER, STORM DRAIN, AND WATER MANHOLES TO FINISH GRADE: 6. AN "S" SHALL BE STAMPED ON FACE OF CURB INDICATING LOCATION OF SEWER LATERAL. REVISION Al APPROVED BY. _ (�;- DC44.4�(� '�z - s-- �� CATHERINE S. WILLIAMS DATE R.C.E. NO. 75489 (EXP. 6-30-16) 14'f 1 ;1,#,0 MA IAN P. SHAW DATE R.C.E. NO. 32178 (EXP. 12-31-16) gm - 394 394 390 RIVIERA DEL SOL DRIVE SEE SHEET 7 6, + _. ............ STA. 9+75.51,w" `- 31.07' LT. _. _no 'r�., . R/W- 5 A. 10+00.00 J TERRA MERIDIAN WAY = STA. 13+44.94 RIVIERA DEL SOL DRIVE 9+00 1:1' + a 15 STA. 10+26.25, 45.56' LT. #20565 STA. 10+40.00, ECF 20. DO' LT. ,R/W ti STA. 10+40.00, BCR 20.00' RT STA. 10+24.41,G 44.94' RT. 43 —i L II 11111"Offi:i. ' r V-1 I RIVIERA DEL SOL DRIVE SEE SHEET 7 16 LEGEND: BC CONSTRUCTION NOTES: ME MATCH EXISTING ®- CONSTRUCT CURB AND GUTTER PER CITY OF BAKERSFIELD STD. ST -1 AND 5.0' COMBINATIO OF - CONSTRUCT 17 FT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STD. ST -7 PCC TYPE SIDEWALK PER CITY OF BAKERSFIELD STD. ST -7. 0 O -INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1. ©- CONSTRUCT CURB AND GUTTER PER CITY OF BAKERSFIELD STD. ST -1 AND 6.0' COMBINATION (H -PHASE BOUNDARY. LiJ + TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -7. CB CATCH BASIN ©- CONSTRUCT CURB RAMP, PER CALTRANS STD. RSP-A88A CASE A. QI - INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF 90°00'00" CENTER LINE POC ADJACENT PHASE ISN'T CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH ® - INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF .CALTRANS STD. SPEC. 86-6.01 (LOCAL). DEP CONSTRUCTION OF ADJACENT PHASE. O - INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF CALTRANS STD. SPEC. 86-6.01 Q - PROPOSED SURVEY MONUMENT PER CITY OF BAKERSFIELD STANDARD ST -22. EC (COLLECTOR). PIVC POINT OF VERTICAL INTERSECTION RIVIERA DEL SOL DRIVE SEE SHEET 7 6, + _. ............ STA. 9+75.51,w" `- 31.07' LT. _. _no 'r�., . R/W- 5 A. 10+00.00 J TERRA MERIDIAN WAY = STA. 13+44.94 RIVIERA DEL SOL DRIVE 9+00 1:1' + a 15 STA. 10+26.25, 45.56' LT. #20565 STA. 10+40.00, ECF 20. DO' LT. ,R/W ti STA. 10+40.00, BCR 20.00' RT STA. 10+24.41,G 44.94' RT. 43 —i L II 11111"Offi:i. ' r V-1 I RIVIERA DEL SOL DRIVE SEE SHEET 7 16 LEGEND: BC BEGINNING OF CURVE ME MATCH EXISTING � CALTRANS STANDARD RAMP RSP-A88A BCR BEGIN CURB RETURN PCC POINT OF COMPOUND CURVE ® CATCH BASIN BVC BEGIN VERTICAL CURVE PI POINT OF INTERSECTION LiJ + DIRECTION OF GUTTER FLOW CB CATCH BASIN PL PROPERTY LINE O EXISTING PAVEMENT 90°00'00" CENTER LINE POC POINT ON CURVE - - C - - EXISTING GAS LINE DEP DEPRESSION PRC POINT OF REVERSE CURVE _ W— EXISTING WATER LINE EC END OF CURVE PIVC POINT OF VERTICAL INTERSECTION @EXISTING SURVEY MONUMENT ECR END CURB RETURN POC POINT ON CURVE a a F—WQ vwo°Cc ELEV. ELEVATION POVC POINT ON VERTICAL CURVE _ 0 PROPOSED PAVEMENT EVC END VERTICAL CURVE 000.00 PROPOSED ELEVATION O PROPOSED SIDEWALK (000.00) EXISTING ELEVATION RTT, RIGHT OO PROPOSED SURVEY MONUMENT FL FLOWLINE R/W RIGHT OF WAY '�' STREET LIGHT GB GRADE BREAK 0.007 SLOPE, IN FOOT PER FOOT + STREET SIGN INV. INVERT STA. STATION ® 24 FT SECONDARY ACCESS DRIVE - LT. LEFT TC TOP OF CURB C4 TO BE LOCATED WITHIN RIGHT OF WAY LC LENGTH OF CURB VC VERTICAL CURVE PROPOSED BLOCK WALL c6 PHASE BOUNDARY PRADO DEL REY DRIVE SEE SHEET S 3 �- R/W 12STA. 12+83.75, 45.56' RT. @J20` 42 ECR STA. 12+90.00, 40.00 RT. eu -- = 20' PRADO DEL REY DRIVE SEE SHEET S TIERRA MERIDIAN WAY STA -10+00.00-13+10.00 WEST FLOWLINE STA. 12+85.51, c m G - M oWm 44.84' LT. W o O ECR STA. 12+70.00, W —O p S 20.00' LT. r O LiJ + O + o p7 20.00 C6 y N1'05'37"E= 90°00'00" A - 07 = 310.00' o Ll =12 } ? - A t STA. 12+70.00, o Lo + + M 20.00' RT. - qCR - N U O 3 �- R/W 12STA. 12+83.75, 45.56' RT. @J20` 42 ECR STA. 12+90.00, 40.00 RT. eu -- = 20' PRADO DEL REY DRIVE SEE SHEET S TIERRA MERIDIAN WAY STA -10+00.00-13+10.00 WEST FLOWLINE 10+00 o Ilu- 0 06 + Mtn21 zw �! to Q5 F— co 11+00 EAST FLOWLINE 24 TIERRA MERIDIAN WAY STA. 13+83.28 PRADO DEL REY DRIVE R/W 25 STA. 13+34.51, G 35.21' RT. O —V c m DELTA - M oWm O W o O AT W —O p 't r O LiJ + O + o p7 20.00 C6 o a o Lv 90°00'00" 20.00 o Ll tOC) L¢� ? Z o Lo + + M O �U N U O _Z .� 1-0.959,' LL a 0 oC cw Z �r Y -m 75°y a a F—WQ vwo°Cc m 10+00 o Ilu- 0 06 + Mtn21 zw �! to Q5 F— co 11+00 EAST FLOWLINE 24 TIERRA MERIDIAN WAY STA. 13+83.28 PRADO DEL REY DRIVE R/W 25 STA. 13+34.51, G 35.21' RT. 12+00 13+00 zs 14+00 BEFORE EXCAVATING CALL • USA 811 Curve Table CURVE # LENGTH RADIUS DELTA TANGENT Lx - 31.42' EXISTING GRADE AT W 31.42' 20.00' 90°00'00" 20.00 STREET CENTERLINE 20.00' 90°00'00" 20.00 C6 o a o 0 90°00'00" 20.00 o Ll tOC) L¢� ? Z o Lo + + M O �U N U O _Z .� z 0 o- = LL a 0 oC cw Z �r Y (c) G - a a F—WQ vwo°Cc m m Q� o c W _ 0 Luz cj� ¢ } a w 0 w .21% 0.21%— Z 0 PROPOSED PROPOSED GRADE AT 0:: C4 I WEST FLOWLINE 12+00 13+00 zs 14+00 BEFORE EXCAVATING CALL • USA 811 Curve Table CURVE # LENGTH RADIUS DELTA TANGENT C3 31.42' 20.00' 90'00'00" 20.00 C4 31.42' 20.00' 90°00'00" 20.00 C5 31.42' 20.00' 90°00'00" 20.00 C6 31.42' 20.00' 90°00'00" 20.00 402 l L'1•J 394 390 402402 J Lal M po Z U co �_ a. m _ 'o coo O a O Z ^^ J 0 W y N O W w cy F= Lu N m 00 Y J >C � m w 0 o Ll tOC) L¢� ? Z �U N U O _Z CL Z 0 z 0 o- = LL a 0 oC cw Z �r Y (c) G - a a F—WQ vwo°Cc m m Q� o c W _ 0 M cj� ¢ } a w 0 w Z 0 0:: C4 c6 4. a U W 0 to I> v �- m m N� O o -�' m EXISTING GRADE Al c m ( o or 398 0 0 o o o ,� STREET CENTERLINE oo a� to �.�W o 398 �Q_ O L�i� N °_� tl= O Cn + Cyd o� <t -I- —) +M +� On N� N� .}1O F� v1 W 41 LLJ ~ 394 V' 394 - 0 . 7 39, 0 .21% 0.54% - .25% o O co PROPOSED EAST GRADE FLOWLINE AT 390 Co + `� I I 390 - o Q2 co 386 i 386 0o w U m � � W � J � �W z LaI Lzil z ww Q� U m m s o v W 0 ui No 0 J Lal M po Z U co �_ a. m _ 'o coo O a O Z ^^ J 0 W y N O W w cy F= Lu N m 00 Y J >C � m w 0 o Ll tOC) L¢� ? Z �U N U O _Z CL Z 0 z 0 o- = LL a 0 oC cw Z �r Y (c) G - a a F—WQ vwo°Cc m m Q� o c W _ 0 M cj� ¢ } a w 0 w Z 0 4. a U W 0 v �- m N� O 0o w U m � � W � J � �W z LaI Lzil z ww Q� U m m s o v W 0 ui No 0 Lal M po Z U co �_ a. m _ coo O a O Z ^^ J 0 W y N O W w cy F= Lu N m 00 Y J >C � m w 0 o Ll tOC) L¢� ? 0 �U N U O _Z CL Z 0 z 0 o- = LL a 0 oC cw Z �r Y (c) G - a a F—WQ vwo°Cc m m Q� o c W _ 0 M cj� ¢ } a m 0 PLO7QATE�:UA RY 5, 2016 JOB NO.: 130190.02 RLE NAME: 130190.02-ST2-NS SCALES HORIZ. 1"=40' VERT. 1"=4' 'f 88w S+VV 1V+VV ll+VV 1L+VV 13+VV 14+VV 't� �{ q PNV7 OF 12 J Z z oc L a L. o 04 Q C'o w N cl) Z =tea o W CL Z 0 z 0 o- = z aFo oC cw Z �r M (c) G W Q�� o Z Zoe F—WQ vwo°Cc � Z LLI 00Z� Q� J 00 H0)H. PLO7QATE�:UA RY 5, 2016 JOB NO.: 130190.02 RLE NAME: 130190.02-ST2-NS SCALES HORIZ. 1"=40' VERT. 1"=4' 'f 88w S+VV 1V+VV ll+VV 1L+VV 13+VV 14+VV 't� �{ q PNV7 OF 12 J GENERAL NOTES: 1. ALL STATIONING IS BASED ALONG STREET CENTERLINE UNLESS OTHERWISE NOTED. 2. ALL CATCH BASIN OPENINGS TO BE 4' PER CITY OF BAKERSFIELD STD. D-14 (UNLESS OTHERWISE NOTED). 3. INSTALL SURVEY MONUMENTS ALONG STREET CENTER LINES PER CITY OF BAKERSFIELD STANDARDS ST -22 (UNLESS OTHERWISE NOTED) AT ALL STREET INTERSECTIONS, BEGINNINGS AND ENDINGS OF HORIZONTAL CURVES, ENDS OF CUL-DE-SACS AND AT TRACT BOUNDARY. 4. ALL RESIDENTIAL DRIVEWAY STATIONING SHOWN AT DRIVEWAY CENTERLINE. 5. RAISE EXISTING SANITARY SEWER, STORM DRAIN, AND WATER MANHOLES TO FINISH GRADE. 6. AN "S" SHALL BE STAMPED ON FACE OF CURB INDICATING LOCATION OF SEWER LATERAL. SEE SHEET 7 ARENA BLANCA WAY STA 10+00.00-11+55.00 WEST FLOWLINE LENGTH RADIUS DELTA TANGENT C 1 C2 20.00' CONSTRUCTION NOTES: 20.00 C2 LEGEND: o0 90'00'00" 20.00 404ci CONSTRUCT CURB AND GUTTER PER CITY OF BAKERSFIELD STD. ST -1 AND 5.0' COMBINATIO 20.00' CONSTRUCT 17 FT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STD. ST -7. BC BEGINNING OF CURVE ME MATCH EXISTING CALTRANS STANDARD RAMP RSP-A88A 90'00'00" TYPE SIDEWALK PER CITY OF BAKERSFIELD STD. ST -7. Q Q -o 0 BCR BEGIN CURB RETURN PCC POINT OF COMPOUND CURVE ® CATCH BASIN 47.12' L6 ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1. BVC BEGIN VERTICAL CURVE PI POINT OF INTERSECTION _.-_ DIRECTION OF GUTTER FLOW ©- CONSTRUCT CURB AND GUTTER PER CITY OF BAKERSFIELD STD. ST -1 AND 6.0' COMBINATION Cn U CB CATCH BASIN PL PROPERTY LINE O EXISTING PAVEMENT & 5 A ks a �* TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -7. H - PHASE BOUNDARY. CENTER LINE POC POINT ON CURVE EXISTING GAS LINE w 0.51% Fns Ln to m L- LL 3 to -8 DEP DEPRESSION PRC POINT OF REVERSE CURVE _ w - EXISTING WATER LINE C O - CONSTRUCT CURB RAMP, PER CALTRANS STD. RSP-A88A CASE A. Q - INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF EC END OF CURVE PIVC POINT OF VERTICAL INTERSECTION EXISTING SURVEY MONUMENT K rn a°p 0 EXISTING GRADE AT ADJACENT PHASE ISN'T CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH ECR END CURB RETURN POC POINT ON CURVE PROPOSED PAVEMENT D -- INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF CALTRANS STD. SPEC. 86-6.01 (LOCAL). L6 i2 CONSTRUCTION OF ADJACENT PHASE ELEV, ELEVATION POVC 000.00 POINT ON VERTICAL CURVE PROPOSED ELEVATION 0 PROPOSED SIDEWALK c QQO o N ttj � � EVC END VERTICAL CURVE U l- C) -i U) + O - INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF CALTRANS STD. SPEC. 86-6.01 0 - PROPOSED SURVEY MONUMENT PER CITY OF BAKERSFIELD STANDARD ST -22. (000.00) EXISTING ELEVATION RT. RIGHT OO PROPOSED SURVEY MONUMENT "�' °' � (COLLECTOR). � !Q, Uj FL FLOWLINE R/W RIGHT OF WAY STREET LIGHT + ± O + 0) 01 *- to GB GRADE BREAK 0.007, SLOPE, IN FOOT PER FOOT STREET SIGN LL o CV ad is INV. INVERT STA. STATION ® 24 FT SECONDARY ACCESS DRIVE - � W LT. LEFT TC TOP OF CURB TO BE LOCATED WITHIN RIGHT OF WAY 400 LL. 0- z LC LENGTH OF CURB VC VERTICAL CURVE PROPOSED BLOCK WALL LL, 0.51 o ~ z r� �Q av f F-Wcr PHASE BOUNDARY RIVIERA DEL SOL DRIVE 396 wo0 W.0 liths .J 9 E"S Hcorr (PLOT FpEA RUARY 5, 2016 392 JOB NO.: PRADO DEL REY DRIVE ETCHART ROAD -0.207, SEE SHEET 7 m 130190.02-S7r2-NS 388 SCALE: HORIZ. 10=40' EXISTING s° "" 4 SHEET NO.:OR OF 12 PROPOSED GRADE SEE SHEET 392 SEE SHEET 3 WEST FLOWLINE WEST FLOWLINE N� O PHASE BOUNDARY 388 STA 11 +55 1 SEE SHEET 7 ARENA BLANCA WAY STA 10+00.00-11+55.00 10+00 11+00 - 12+00 EAST FLOWLINE o. 400 Q EXISTING GRADE AT + o STREET CENTERLINE C 396 _- EXISTING GRADE AT 392 EAST FLOWLINE PHASE BOUNDARY mmmmmmA 00 0.23+9 PROPOSED GRADE AT EAST FLOWLINE WEST FLOWLINE LENGTH RADIUS DELTA TANGENT C 1 C2 20.00' 90'00'00" 20.00 C2 31.42' o0 90'00'00" 20.00 404ci 31.42' 20.00' 90'00'00" 20.00 C8 +w 90'00'00" 20.00 Q -o 0 =- (o 89' 16'30" 29.62 C10 47.12' L6 90'00'00" 30.00 F- + L6n O (n �� � ECR ` 20.00 LT. t EXISTING EDGE Cn U c~n w F & 5 A ks a �* (6__ 6 �k M $�0- t - �w V . k ,. • • ',' ya w 0.51% Fns Ln to m L- LL 3 to -8 M STA. 12+19. �- z z �5 Z 0U �� 0.259 20 00 RT 396 Y 400 x K rn a°p 0 EXISTING GRADE AT co u ric w U +I� n --- - -- W ca imE n L6 i2 + STREET CENTERLINEo N w � o m.J W LU c QQO o N ttj � � (n U l- C) -i U) + Q n + O z LL) EXISTING GRADE AT °' � � !Q, Uj z STREET CENTERLINE ± O + 0) 01 *- to C�•i 404 V Q LL o CV ad is ¢ e-- 0 � � W o w �' 3:cl) cr. i 400 LL. 0- z 396 LL, 0.51 o ~ z r� �Q av f F-Wcr c w 0 396 wo0 W.0 liths .J 9 E"S Hcorr (PLOT FpEA RUARY 5, 2016 392 JOB NO.: -0.519 -0.207, m 130190.02-S7r2-NS 388 SCALE: HORIZ. 10=40' EXISTING GRADE AT SHEET NO.:OR OF 12 PROPOSED GRADE AT 392 WEST FLOWLINE WEST FLOWLINE N� O PHASE BOUNDARY 388 10+00 11+00 - 12+00 EAST FLOWLINE o. 400 Q EXISTING GRADE AT + o STREET CENTERLINE C 396 _- EXISTING GRADE AT 392 EAST FLOWLINE PHASE BOUNDARY mmmmmmA 00 0.23+9 PROPOSED GRADE AT EAST FLOWLINE 11+00 12+00 Curve Table CURVE # LENGTH RADIUS DELTA TANGENT C 1 C2 20.00' 90'00'00" 20.00 C2 31.42' o0 90'00'00" 20.00 C7 31.42' 20.00' 90'00'00" 20.00 C8 31.42' +w 90'00'00" 20.00 Q -o -L6 =- (o 89' 16'30" 29.62 C10 47.12' L6 90'00'00" 30.00 F- + L6n O (n �� � ECR ` 20.00 LT. t EXISTING EDGE +Q ti U c~n w F & 5 A ks a �* (6__ 6 �k M $�0- t - �w V . k ,. • • ',' ya w 0.51% Fns Ln to m L- LL 3 to -8 M STA. 12+19. �- z z �5 Z 0U �� 0.259 20 00 RT 396 Y O x K rn a°p N co u + n N U W ca imE n L6 i2 L6 N L6 QO � o m.J W LU c I- � (n U l- C) -i 11+00 12+00 Curve Table CURVE # LENGTH RADIUS DELTA TANGENT C 1 31.42' 20.00' 90'00'00" 20.00 C2 31.42' 20.00' 90'00'00" 20.00 C7 31.42' 20.00' 90'00'00" 20.00 C8 31.42' 20.00' 90'00'00" 20.00 C9 46.74' 30.00' 89' 16'30" 29.62 C10 47.12' 30.00' 90'00'00" 30.00 "im 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1 "= 4' REVISION L APPROVED BY S -a CATHERINE S. WILLIAMS DATE R. C. E N0. 75489 (EXP. 6-30-16) 14, UAW MARIAN P. SHAW DATE R.C.E. NO. 32178 (EXP. 12-31-16) 41 .ISTA. 10+00.00 RIVERTON STREET = STA. 15+33.28 PRADO DEL REY DRIVE 9+00 9+00 all W J 2 ECR, k h .'flk 20.00' LT. > 2 , N O+ O OO C8 - p i- q - G N - + 42ss O 0 C9 STA. 10 0 CS ww z� STA. 10+26.25, 45.56 LT. 3 Q BCR N O Q N 4 D T� #20570y 12, BCR 40.00' L . Q) w z , 5 QCT Q� STA. 9+75.51' ¢ o 0 STA. 10+40.00 ' " ��' ` �� z f '�' ` G� t �� � ECR ` 20.00 LT. t EXISTING EDGE +Q ti U �r s R/W 3 x OF PAVEMENT Q & 5 A ks a �* (6__ 6 �k M $�0- t - V . k ,. • • ',' ya w A /W Fns Ln to m L- LL 3 to -8 M STA. 12+19. REVISION L APPROVED BY S -a CATHERINE S. WILLIAMS DATE R. C. E N0. 75489 (EXP. 6-30-16) 14, UAW MARIAN P. SHAW DATE R.C.E. NO. 32178 (EXP. 12-31-16) 41 .ISTA. 10+00.00 RIVERTON STREET = STA. 15+33.28 PRADO DEL REY DRIVE 9+00 9+00 all 27 STA. 10+24.51, G 4° 44.98' RT. 6, 1 S PRADO DEL REY DRIVE ETCHART ROAD SEE SHEET 5 e SEE SHEET 3 RIVE RTO N STREET STA 10+00.00-12+19.00 I� O �y U 0 0 -m c W J o N O+ O OO C8 - p i- q - N - + + O O 0 C9 z V) 0 0 CS ww z� Q O N O Q N O Lc) 1.15% (J) Q) w oQ:: Q� ¢ o 0 12 0 t O I +Q ti U m Z (� 10 cfl Ll _ 0 Z a lL o W � Y w y N ¢ l.t. CO tp ¢ Q & 5 A ks a �* (6__ 6 400 t - V STA. 10+40.00,. w O Fns Ln to m L- LL 3 to -8 M BCR ( �- z z �5 Z 0U �� �t 20 00 RT 396 Y STREET CENTERLINE x 27 STA. 10+24.51, G 4° 44.98' RT. 6, 1 S PRADO DEL REY DRIVE ETCHART ROAD SEE SHEET 5 e SEE SHEET 3 RIVE RTO N STREET STA 10+00.00-12+19.00 I� O �y U 0 0 -m c W J o N O+ O OO C8 - p i- q - N - + + O O 0 C9 z V) 0 0 CS ww z� Q O N O Q N O Lc) 1.15% (J) WEST FLOWLINE 0.9670 PROPOSED GRADE AT WEST FLOWLINE 10+00 11+00 EAST FLOWLINE Lfl J cio Q C8 Z 0� LLA 0 W .Q 0 C9 z V) 0 0 CS ww z� O O +o O N O Q N O Lc) CL _ + (J) Q) w oQ:: Q� ¢ o 0 w 0 0.647- O Lo L6 Lo +Q ti U m Z (� 10 cfl Ll _ 0 Z a lL o W � Y w y N ¢ l.t. CO tp ¢ Q VjN__o0 (6__ 6 400 t - + + w O Q: Ln to m L- LL 3 to -8 M �- z z �5 Z 0U w 396 Y STREET CENTERLINE `- a Ise< d N co u Nck� N U W ca imE n V Z 0 L6 N L6 QO C6 c I- � oZ U) + O + O z LL) EXISTING GRADE AT °' � � z STREET CENTERLINE *- to C�•i 404 V Q LL o CV ad is ¢ . 0 � � W o w �' 3:cl) cr. i 400 LL. 0- z Z LL, 0.51 o ~ z r� �Q av f F-Wcr 0.9670 PROPOSED GRADE AT WEST FLOWLINE 10+00 11+00 EAST FLOWLINE 10+00 12+00 Lfl J cio Q C8 Z 0� LLA 0 W .Q 0 m z V) 0 0 CS ww z� O O +o O N O Q N O Lc) CL _ + (J) Q) w oQ:: Q� ¢ o 0 w 0.647- 10+00 12+00 0.9d7o PROPOSED GRADE AT EAST FLOWLINE 11+00 12+00 RIVERTON STREET = STA. 16+74.73 ETCHART ROAD BEFORE EXCAVATING CALL • USA 811 U H ( STA. 11 +85.00, ECR 50.00' RT. STA. 11I+77.75, 54.52' RT. 020528 E I °...lit 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1 "= 4' PHASE BOUNDARY 13+00 PHASE 13+00 Lfl J cio W U m Z 0� LLA 0 .Q 0 z V) 0 ww z� ww Q 0 E mm v cz Q) w oQ:: nn I, LTJ ¢ o 0 404 Li� o to-m o w Qrn 'co, O Lo L6 Lo +Q ti U m Z (� 10 cfl Ll _ 0 Z a lL o W � Y w y N ¢ l.t. CO tp ¢ VjN__o0 (6__ 6 400 t - + + w W EXISTING GRADE AT Ln to m L- LL 3 to -8 M �- z z �5 Z 0U w 396 Y STREET CENTERLINE `- a Ise< d co u W ca imE n V Z 0 392 ¢ a Z 0 U v~i ii,� � oZ 388 z a 0.64o z 115m z 0.9d7o PROPOSED GRADE AT EAST FLOWLINE 11+00 12+00 RIVERTON STREET = STA. 16+74.73 ETCHART ROAD BEFORE EXCAVATING CALL • USA 811 U H ( STA. 11 +85.00, ECR 50.00' RT. STA. 11I+77.75, 54.52' RT. 020528 E I °...lit 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1 "= 4' PHASE BOUNDARY 13+00 PHASE 13+00 �NG�NEER b/ W U a W N n > U 2/ Z V O 0', '.y1Vj �PA� S �IS/0-3 Lfl J W U m Z 0� LLA 0 .Q �w z V) 0 ww z� ww a� 0 E mm v z nn I, LTJ ¢ o 0 404 Li� o to-m o w Qrn 'co, 00, m Z (� 10 cfl Ll _ 0 Z a lL o W � Y w y N ¢ l.t. CO tp ¢ 400 V W � N m 0~ Y J X K O' ¢ W ¢ 3 = W8 w Ln to m L- LL 3 to -8 �- z z �5 Z 0U w 396 Y a Ise< d W ca imE n V Z 0 392 ¢ a Z 0 U 0 � oZ 388 z a z 115m z oc z z J � 404 V Q LL o CV ad 0 � � W o w �' 3:cl) cr. i 400 LL. 0- z Z LL, a anoqaZ ~ z r� �Q av f F-Wcr 0 396 wo0 W.0 liths .J 9 E"S Hcorr (PLOT FpEA RUARY 5, 2016 392 JOB NO.: v 130190.02 m 130190.02-S7r2-NS 388 SCALE: HORIZ. 10=40' VERT. 1"=4' ' `�� a SHEET NO.:OR OF 12 N� O �NG�NEER b/ W U a W N n > U 2/ Z V O 0', '.y1Vj �PA� S �IS/0-3 Lfl W U m Z 0� LLA .Q �w z V) 0 ww z� ww a� 0 E mm v Li 1 > nn I, LTJ ¢ o 0 404 Li� o to-m o w Qrn 'co, 00, m Z (� 10 cfl Ll _ 0 Z a lL o W � Y w y N ¢ l.t. CO tp ¢ 400 V W � N m 0~ Y J X K O' ¢ W ¢ 3 = W8 Ln to m L- LL 3 to -8 �- z z �5 Z 0U 396 Y a Ise< d W ca imE n 392 ¢ a Z 0 U 0 388 z a z 115m z oc o z J � 404 V Q LL o CV ad 0 � � W o w �' 3:cl) cr. i 400 LL. 0- z Z a anoqaZ ~ z r� �Q av f F-Wcr Li > Z zoo vww 396 wo0 W.0 liths .J 9 E"S Hcorr (PLOT FpEA RUARY 5, 2016 392 JOB NO.: 130190.02 FILE NAME: 130190.02-S7r2-NS 388 SCALE: HORIZ. 10=40' VERT. 1"=4' ' `�� a SHEET NO.:OR OF 12 n R' EXISTING "STOP" PAVEMENT MARKING PER CALTRANS DETAIL A24D TO REMAIN I EXISTING CROSSWALK TO REMAIN "STOP" PAVEMENT MARKING PER CALTRANS DETAIL A24D -1' 10+00 EXISTING STRIPING, MARKINGS AND SIGNAGE TO REMAIN v i O O N EXISTING STRIPING —� TO BE REMOVED r, I 10+00 _ �' i N A CALLOWAY DRIVE EXISTING STRIPING TO REMAIN , 1 + EXISTING STRIPING —/, 100 TO BE REMOVED 12 p0 STRIPING DEMO REVISIONA1 APPROVED BY.• CA HERINE S. WILLIAMS DATE R.C.E. NO. 75489 (EXP. 6-30-16) �• MARIAN SHAW DATE R.C.E. NO. 32178 (EXP. 12-31-16) RIVERTON STREET (EXISTING) LEGEND: CALTRANS STANDARD RAMP RSP-A88A 0 PROPOSED SIDEWALK -� STREET LIGHT STREET SIGN or TRAFFIC SIGN PROPOSED BLOCK WALL NOTES: O1 - ALL STATIONING IS BASED ALONG STREET CENTERLINE UNLESS OTHERWISE NOTED. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. TEMPORARY STRIPING UNTIL BUILD OUT OF ETCHART ROAD ALONG PHASE 4. REMOVE WITH BUILD OUT OF PHASE 4. ® - TEMPORARY CENTERLINE STRIPING, PERMANENT STRIPING TO BE INSTALLED D3-1 CA MUTCD STREET NAME SIGN AFTER FULL BUILD OUT OF ETCHART ROAD ALONG PHASE 4. R l -1 CA MUTCD "STOP" SIGN R4-1 CA MUTCD "DO NOT PASS" SIGN R -26A CA MUTCD "NO PARKING ANYTIME" SIGN W4-2 CA MUTCD MERGING LANE SIGN CTA 1 fZ.t 9S? 77 19; Q 1' I T LJLV(I Y� L/L I /l/L LL Vl r•AI ToAhlC` n=All Al)nA GALLOWAY DRIVE ARENA BLANCA WAY PHASE 1- PER SEPARATE PLANS PHASE 1 -PER SEPARATE PLANS STA. 21+99.43, 15.81' LT. STA. 22+97.84, 16.00' LT. 23100 -------- CI lT( Inr n( (nn A n(n n( rrrrn o t a J `o Z a - o t a r, \ c0 L4 U m � W (!1 Q J_ x W Z_ (n U z W W z W w Q 0 00- 0 0- O ` 41 M O O Q � rn O w Q U c0 U d Z= O W O W N� O W W m 01 Lu N m 00 F= Y O S Q W Q Z = 0== U U OZ 4. a o Y n cy m � m cy F w R w m Q a Z 0 U a IF V J `o Z Z cc O Z a U 0 Z LL O z N w °' w oC dr in _ z Ld Z azo Z � z Q M Lu Lu o Z x z ave zoo z -. �--w< VwZ Q oc UJ J 00 ao E v F_ Vl w w a V Z O ' G LLQ N OZ Wz o Cc a a a CC U N W 0 3 U m m N5 0 r, \ c0 L4 U m � W (!1 Q J_ x W Z_ (n U z W W z W w Q 0 00- 0 0- O ` 41 M O O Q � rn O w Q U c0 U d Z= O W O W N� O W W m 01 Lu N m 00 F= Y O S Q W Q Z = 0== U U OZ 4. a o Y n cy m � m cy F w R w m Q a Z 0 U a IF V Z Z cc O Z a U 0 Z LL O o = N w °' w oC dr in _ z Ld Z azo Z � z Q M Lu Lu o Z x z ave zoo z -. �--w< VwZ Q oc UJ J 00 ao E v F_ Vl PLOT DATE: FEBRUARY 5, 2016 JOB NO.: 130190.02 FILE NAME: 130190.02-ST2-Striping SCALE: 1 "=50' SHEET NO.: 11R OF 12 ....... O Z O J ETCHART ROAD HALF SECTION 9'-0" MAX. 0. C. 9'-0" MAX. O.C. C''' PROVIDE REFLECTIVE TAPE. LOOKING UP STATION , C) 2NOTE 1 W31(CA) PER CALTRANS 110LANDSCAPE BARRICADE MUST BE FULL I " X " 1 RAILING 61 '49 ' LOT 0 I WIDTH OF PAVEMENT. END 13' 48' 38' VARIES 11'- 12' VARIES 14'-27' i GRADE 1.59' MIN TO BLOCK TRAVELLED WAY o `° 3/4" X 4" LAG OM4-3 MARKER PER CALTRANS SAWCUT LINE ( 3.09 MAX TO MATCH 6' i �6 ILEVEL LINE BOLTS WITH WASHERS MATCH EXISTING i EXISTING GRADE a WALL i o MIN. 6"1 , REDWOOD EXISTING CURB EXISTING CONSTRUCT 6.0 COMBINATION 2 X 4$ REDWOOD HEADER POSTS AND GUTTER ROAD �� TYPE SIDEWALK, PER CITY OF LEVEL WITH TOP OF PAVEMENT BAKERSFIELD STD. ST -7 TEMPORARY TIMBER BARRICADE TYPE A A.C.-FOR TYPICAL CONDITIONS CLASS tl A.B. --� 12" COMPACTED SUBGRADE TO -� 959 REL. COMP. (NATIVE SOIL) STREET NAME T.I. R -VALUE AC CLII AB LOOKING 4.5 W31(CA) PER CALTRANS PROVIDE REFLECTIVE TAPE OM4-3 MARKER PER CALTRANS X 12 X 10'-0" ETCHART ROAD (11+14.26-13+34.52) 6 25 0.30 0.70 EAST SECTION 1 - COLLECTOR STREET SECTIONEND STREET NAME T.1. NTS AC tj -fl Nvi' 4.5 W 0.25' _� 12" COMPACTED SUBGRADE TO NORTH TIERRA MERIDIAN WAY 4.5 25 q - 0.50' ETCHART ROAD HALF SECTION w 4.5 ETCHART ROAD (13+34.52-22+97.84) PORTABLE TIMBER BARRICADE 0.30' LOOKING UP STATION EAST _ 9 REL. COMP. (NATIVE SOIL) 0.25' 6 GUTTER DEPRESSIONS ON EITHER SIDE PER THIS DETAIL EAST RIVIERA DEL SOL DRIVE 1 4.5 o o 0.50' EAST FOR SPECIAL CONDITIONS Z 92 CC Q- 0) 20' 0 •20' ` t.o (ate) (a6m) (a3") D CH. LU in Lj Okk e'er bsbg arfted Faros nerd &rgorode sho# 13. Edr, fe of d1w gp-web $tit# be a mkt: of 2.5' Ow rr�fjamt be welted kturiiedbtd trr y prior o>< cor}areter may 1¢ Exxlstar if 9 curb, g ttAra, bar nowt and _remaawd LANDSCAPE U: o z arn0 Ckarpear i n, " F- 0 6., Conaete s be trowwad smooth, end then + cel } to accommodate exaarrstrvCtiorr of new -rea*'Oid LOT ( b<� NOTES: x z 2-1/2" X 8-1/2" 13' 33' 34=-- 12' ! 14 Q ' p Wr U') co ti v 1. ALL SIGNS TO BE IN ACCORDANCE WITH THE STATE OF Ym p. CARRIAGE BOLTS `- Law 0 3 CALIFORNIA DEPARTMENT. !� VARIES GRADE 1.59 MIN TO ' BLOCK 2. USE OF THE PORTABLE BARRICADE WILL BE SUBJECT TO 6" X 6" X 4'-0" _ o 15 -FT MAX- 3.09. MAX TO MATCH , 6 WALL , APPROVAL BY THE CITY ENGINEER. 2 X „ , „ 6 X 3 -2 EXISTING GRADE 3. TWO COATS OF WHITE PAINT SHALL BE APPLIED TO THE 29 - 29 MIN. I SURFACE OF ALL LUMBER. 2" X 12" X 4'-0" r 4. WOOD PRESSURE TREATED WITH A PRESERVATIVE MAY BE -------- - V SUBSTITUTED FOR REDWOOD MATERIAL. „ 2-1/2 X 8-1/2 CARRIAGE BOLTS EXISTING CURB EXISTING CONSTRUCT 6.0 COMBINATION AND GUTTER ROAD TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -7 BARRICADE = NTS SAWCUT LINE TYPE A A. C. MATCH EXISTINGTIMBER -� CLASS II A.B. --� STREET NAME T.1. R -VALUE AC CLII AB LOOKING 4.5 NOTES: 0.25' _� 12" COMPACTED SUBGRADE TO NORTH TIERRA MERIDIAN WAY 4.5 25 0.25' 0.50' NORTH ALL CATCH BASINS SHALL BE "TYPE A BASIN GRADE SAG" WITH 4.5 ETCHART ROAD (13+34.52-22+97.84) 6 25 0.30' 0.70' EAST _ 9 REL. COMP. (NATIVE SOIL) 0.25' 6 GUTTER DEPRESSIONS ON EITHER SIDE PER THIS DETAIL EAST RIVIERA DEL SOL DRIVE 1 i SECTION 2 - COLLECTOR STREET SECTION�d �U stR arobtain4d40mit NTS 6D 1.&n � S. J.1Jm Namd Namd 6.0'(1,&i1 Grob Narmd � _ /�` CN. CN. � 30 Ch easernwt, to aommodafe -- t 5x mill. t30 aVkr f0't - --- -� d (a.) o' (o.Jrn 1.0' (a,) (o.S1an) fust �Pbh of baud, --- - 2 oX max h 6 Perm Alar.` PUN 20' O.alrrr ( } PIAN 2.0' abm „ ,r ( } s�cri�l� - T Qe A Catch. Basin ,trade So TjQe A & Al Catch Basin on Grade Z 60' I �, NOTES Z A 1 .AN worfimun9tiip, and mate -A* .00 canfam to & Evmsiaa 1 ?t it moterid slia ' .co dst of . formed Normal � A � � s of 4.0' 1.2m Normd Die 4*,kd� $salons of the s�lfrcatioris aalftd drr�o*, Milk d that eanfarm to the , ,amen#s of the W 10' 20 20 10 Chi Amb 30 Ab?nd State of Cdifarnia, tJowtmenl of Tran CN. peas 4.0 (1.8ri} Namat &0 1.&n ' a, Standard Slur# a 20' (a&,r) C�em 20' {a�n)kas (os�,) staro�ards S�vecifacaGans hayeofiar as . Q 5 I 5 i o f o' (a,3m) vandads Spec *atians , . cement City 4wraa�,°d e�'ti ,ear. 9 Mins of earista� wive gtparouch &*9 mnOwd fpr r� Mee tt GRADE 2.09 MIN TO 3.09 MAX tenets a c � be so>Fwt. at the remits of retnowl ars direr#ed, by the City 2 A _curnont Street Permit issued by the ,City of Eng mr: The waft bmf remaw shot be a minataum of 5io'kr Gut er �i (art ar �t \.'.-; Bakersfnafd f'ufalio bks AE#rmrtmenf must crceavhporry *Nt txrd $xrwcFlts shag otajri wtftt exisfing pint or snare. lane: ( V Ncrk ap7hirr the of t-of-wq . 14R y Bina sent scrag ccvifcM do dh msian and locotho to Nie odj 1 &bp�pde NW be constructed true to grade and tM a�rirownerits mess otherwise marled by the 0y Eng w. &0• T� �--- Go W6.0' (1. ft) '1 10 (a,�n) ,sectio 000~ :campocted to 909, of maximum dy s0. Sections CONSTRUCT 5.0' COMBINATION _ � � - � PARKSTRIP 1P• � �� 0' (fes) 6.0' Tjp. STgrae �eatc Lire ttensi# as defermbied b ASllt t)-i55,T tta a Gr of . �', it � �i°�'n8y � �� °�°°''st exist&r� ptt�nrent, {a f5m) pLAN (a 156) puy 6'"bea�w # of y � goad can tkn acrd with the prior q*m"i of .the Aty TYPE SIDEWALK, PER CITY OF sorb En�vraer Ot#ta Nle exist9tg pa►�otarit 8a uwcutr mm,m BAKERSFIELD STD. ST -7 TYPE B A. C. CLASS 11 A.B. 12" COMPACTED SUBGRADE TO 959 REL. COMP. (NATIVE" SOIL) STREET NAME T. I. R -VALUE AC CLII AB LOOKING ARENA BLANCA WAY 4.5 25 0.25' 0.50' NORTH TIERRA MERIDIAN WAY 4.5 25 0.25' 0.50' NORTH RIVERTON STREET 4.5 25 0.25' 0.50' NORTH PRADO DEL REY DRIVE 4.5 25 0.25' 0.50' EAST RIVIERA DEL SOL DRIVE 1 4.5 25 0.25' 0.50' EAST &0' Lim 6.0' I.& VMI a bmam. fmsfr. bnmeMety after finishaig egtrpiaaAri a .wia+esh of ' Q�+►n9 6.0 (1.&n) 1peri,n9 (a9n,) og exposed srr 1bew shill rteCOM a retiform �gvpliaaaNMI hg wroach` * 2.0' (asm) id' I l� e! GDO Of- ##iiia pigs wted gang compourxt con6wig to + 1.0' (1233 for Tipe A the Slrmdard' 4vdfiw6vnst The surfine of the . SECTION 3 - LOCAL STREETS 60'SECTION;ktot wrlitJre ctg compound NTS � Tags GO & GDO Inlet. bVe A Catch Basin Grade Inlet and Catch Basin on Grade �. . ,T:Lxparrsron p shad ;e emsimew of tenth in Grade Saa ends of qWmeb, M vkwed p16n jbhts,. 2o" deet,►, $609be.ed at center of.app(ourfi rand 01 10.0 maximum hate and as drecled by the Q), agow. , t0' 1.26) • REVISION APPROVED BY: NOTES: RwW r ? . t 0 - getter agwanaa, it sW be 20' (sarw) far type orf (lam) alter j : v a' + � -'' "• A and A -t catch basks and ,LO' (75nna) far areal i*t CATHERINE S. WILLIAMS DATE tp ek$ oAennshow -0 R.C.E. R.C.E. N0. 75489 (EXP. 6-30-16) CH. = aarb heaQht O CN. f 0 LWIs fruits of Hol is gutter. _ ` f 2 Allier dgoradm shay be doss T- P.CC &0') t (al5rri • W -6.0 (1.&n) far toe w 45,#ffl. MAR AN P. SHAW -- .. '�►• DATE R.C.E. N0. 32178 (EXP. 12-31-16) 3 � � � � �� �' � used � �� . • ' � of the City E Ow.. W4 Gg and AZ ,inlets shall be Section A -A 1pd caasburted wffiwt steps b cronbmaaoe to the State of Cdifarr►ia: Dagvarbnent of Trw4m rtoticn Standardbid Pans 072 & 074 and grates shay be tot 24 is arnkrmonce to standard ptar 077-bt FLENAME: D-17REv ' 4. Detail for AC Pa►em i, Men P.C.0 powment o,lrc is used camels shat be squared off STANDARD 6/2/N xU STANDARD 3. Eapansron maw or 20' (SAnm) deep pint betww ae amo ,WF►/BW box and whgs GUTTER DEPRESSIONS M` SHAWsN"SINGLE FAMILY RESPEN. TIAL &Rotes only agowed with the approwt of Thee Gt N.T.S. DRIVE APPROACH _ Y APMWM �r eta Now Engnaar .CITY OF BAKED " ►,o: ' CALFORNA D-17 + + ST -7 air Dium a PUSUC WORKS DEPARTMENT C11r PUBUC__WORKS DEPARVIDIT 4 ,6911118d, GUTTER DEPRESSIONS NTS RESIDENTIAL DRIVE APPROACH NTS r _ 0) Toe GO &-00 Inlet in Grade4 TWe GOL Inlet on Grade J n > U 2 � , d� 103 4. COcrete for 0w Wp-wa shoo =&m to the of 20 from lire of concrete ar os diracto$ Pawnwt paten o z N U-) tW_- Vi 3 regal ns of Me standard SpecitkaAw f�* m#Ior shads cotifarm to rile regrr+o�ts of Swordfletdd sr 1t. Q 0 J A'amd atter Navmd ww cline rete ..(mail content c dfflt 505 Aby(cti yds 11 trnd ter and of Concrete 9� �Y approach sdtodF be poured z�- OdW^^p a Normal Ritter Top CIL Degraressiar CK N(0 $frog contok no aatires cadle'ss segaaoratdy, not i�rtohthagcalljt gvproalzd is obfokied Ji tram the City fngxte�* O W W� OO_ Y J X 3 Normal Golfer Top of -, .. Le1ei , t7ON" Curb1. m p f2 Ab a�rfe "no*crxistrrrctiarr She tie permittanrf. street renber funis .shat, be surfaced on the side ptrced agey W& ratrtrFrx ? a� -- - Z next to the onrxete and shun"not be kw4han 15' m 0) 20' 0 •20' ` t.o (ate) (a6m) (a3") D CH. LU in Lj Okk e'er bsbg arfted Faros nerd &rgorode sho# 13. Edr, fe of d1w gp-web $tit# be a mkt: of 2.5' Ow rr�fjamt be welted kturiiedbtd trr y prior o>< cor}areter may 1¢ Exxlstar if 9 curb, g ttAra, bar nowt and _remaawd z :5 U: o z arn0 Ckarpear i n, " F- 0 6., Conaete s be trowwad smooth, end then + cel } to accommodate exaarrstrvCtiorr of new -rea*'Oid &0' Lim 6.0' I.& VMI a bmam. fmsfr. bnmeMety after finishaig egtrpiaaAri a .wia+esh of ' Q�+►n9 6.0 (1.&n) 1peri,n9 (a9n,) og exposed srr 1bew shill rteCOM a retiform �gvpliaaaNMI hg wroach` * 2.0' (asm) id' I l� e! GDO Of- ##iiia pigs wted gang compourxt con6wig to + 1.0' (1233 for Tipe A the Slrmdard' 4vdfiw6vnst The surfine of the . SECTION 3 - LOCAL STREETS 60'SECTION;ktot wrlitJre ctg compound NTS � Tags GO & GDO Inlet. bVe A Catch Basin Grade Inlet and Catch Basin on Grade �. . ,T:Lxparrsron p shad ;e emsimew of tenth in Grade Saa ends of qWmeb, M vkwed p16n jbhts,. 2o" deet,►, $609be.ed at center of.app(ourfi rand 01 10.0 maximum hate and as drecled by the Q), agow. , t0' 1.26) • REVISION APPROVED BY: NOTES: RwW r ? . t 0 - getter agwanaa, it sW be 20' (sarw) far type orf (lam) alter j : v a' + � -'' "• A and A -t catch basks and ,LO' (75nna) far areal i*t CATHERINE S. WILLIAMS DATE tp ek$ oAennshow -0 R.C.E. R.C.E. N0. 75489 (EXP. 6-30-16) CH. = aarb heaQht O CN. f 0 LWIs fruits of Hol is gutter. _ ` f 2 Allier dgoradm shay be doss T- P.CC &0') t (al5rri • W -6.0 (1.&n) far toe w 45,#ffl. MAR AN P. SHAW -- .. '�►• DATE R.C.E. N0. 32178 (EXP. 12-31-16) 3 � � � � �� �' � used � �� . • ' � of the City E Ow.. W4 Gg and AZ ,inlets shall be Section A -A 1pd caasburted wffiwt steps b cronbmaaoe to the State of Cdifarr►ia: Dagvarbnent of Trw4m rtoticn Standardbid Pans 072 & 074 and grates shay be tot 24 is arnkrmonce to standard ptar 077-bt FLENAME: D-17REv ' 4. Detail for AC Pa►em i, Men P.C.0 powment o,lrc is used camels shat be squared off STANDARD 6/2/N xU STANDARD 3. Eapansron maw or 20' (SAnm) deep pint betww ae amo ,WF►/BW box and whgs GUTTER DEPRESSIONS M` SHAWsN"SINGLE FAMILY RESPEN. TIAL &Rotes only agowed with the approwt of Thee Gt N.T.S. DRIVE APPROACH _ Y APMWM �r eta Now Engnaar .CITY OF BAKED " ►,o: ' CALFORNA D-17 + + ST -7 air Dium a PUSUC WORKS DEPARTMENT C11r PUBUC__WORKS DEPARVIDIT 4 ,6911118d, GUTTER DEPRESSIONS NTS RESIDENTIAL DRIVE APPROACH NTS r _ FZ7.ry 5, 2016 JOB NO.: 130190.02 FILE NAME: 130190.02-ST2-XSect SCALE: N.T.S. SHEET NO.: 12R OF 12 0) C/3 W W N J n > U 2 � , d� 103 Z O Z 4, FZ7.ry 5, 2016 JOB NO.: 130190.02 FILE NAME: 130190.02-ST2-XSect SCALE: N.T.S. 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