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HomeMy WebLinkAbout1.1-6419 Ph 2 Record DrawingKnow what's below. Call before you dig. SHEET 1 NDEX: Street Improvement Plans F BEF M MWAVAMG CALL * USA an PROJECT LOCATION 1 - COVER SHEET 2 • - - NOTES 3 - ETCHART ROAD oC Uj } /, �: i///, /' / .,i sj, 4�K- ETCHART ROAD ter �; , .:� ,/",�i�i% 5R- RADO DEL REY DRIVE 6M- PRADO DEL REY DRIVE - - - - - - - - - - - a 7N- IVIERA DEL SOL DRIVE SHEET 3 V w-. -__ SHEET 4 � - 8R-�IVIERA DEL SOL DRIVE zW ETCBART ROADSNOW ROAD GVNEER9K- ERRA MERIDIAN WAY 9 n �24 go 10R- RIVERTON STREET &ARENA BLANCA - - W r > U LL 11 R- IGNAGE AND STRIPING PLAN SHEET 4 Q PRADO DEL REY COURT-- SHEET 5- 12R- CROSS SECTIONS AND DETAILS ISLAND COSTA BLANCA DRIVE _ VICINITY MAP NOT TO SCALE IIo to �e n is� � 42 1 •a 40 30 � se 83 s4 / d cATE�L�n•-l� s. Y\Ti�.i:.l��;tt�-._... -. =---�"t�� txe tito. 75$89 4 �. '{SCE t JO 32 8 2 -31-16) D4 BENCHMARK TOP 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 DESCRIPTION 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. BASIS 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 1TY 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 ORDINAN ES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. jV 1 s _*U0_0*t ir,� DATE 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 RFORMING 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 STA ING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF QUAD KNOPF, INC. WILL NOT ASSUME ANY RESPONSIBILITY FCR 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, COB. 2014 STANDARDS: D-16 GUTTER DEPRESSIONS I ST -1 TYPE B CURB AND GUTTER ST -3 5' COMBINATION TYPE SIDEWALK 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 111 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 II AGGREGATE BASE 2,970 CY SURVEY MONUMENT ENCASEMENTS w EA COLLECTOR STREET LENGTH 1,184 LF LOCAL STREET LENGTH 2,888 LF CITY OF BAKERSFIELD DATE °C W c o W z O m � co aZw } Z LUZ 3 w LLI o Z c� UW; W 03 QC � O J L� F-f)U 0 0° i. z � G v w ao () m 0 0 N 1 - COVER SHEET 2 • - - NOTES 3 - ETCHART ROAD oC Uj } /, �: i///, /' / .,i sj, 4�K- ETCHART ROAD ter �; , .:� ,/",�i�i% 5R- RADO DEL REY DRIVE 6M- PRADO DEL REY DRIVE - - - - - - - - - - - a 7N- IVIERA DEL SOL DRIVE SHEET 3 V w-. -__ SHEET 4 � - 8R-�IVIERA DEL SOL DRIVE zW ETCBART ROADSNOW ROAD GVNEER9K- ERRA MERIDIAN WAY 9 n �24 go 10R- RIVERTON STREET &ARENA BLANCA - - W r > U LL 11 R- IGNAGE AND STRIPING PLAN SHEET 4 Q PRADO DEL REY COURT-- SHEET 5- 12R- CROSS SECTIONS AND DETAILS ISLAND COSTA BLANCA DRIVE _ VICINITY MAP NOT TO SCALE IIo to �e n is� � 42 1 •a 40 30 � se 83 s4 / d cATE�L�n•-l� s. Y\Ti�.i:.l��;tt�-._... -. =---�"t�� txe tito. 75$89 4 �. '{SCE t JO 32 8 2 -31-16) D4 BENCHMARK TOP 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 DESCRIPTION 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. BASIS 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 1TY 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 ORDINAN ES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. jV 1 s _*U0_0*t ir,� DATE 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 RFORMING 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 STA ING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF QUAD KNOPF, INC. WILL NOT ASSUME ANY RESPONSIBILITY FCR 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, COB. 2014 STANDARDS: D-16 GUTTER DEPRESSIONS I ST -1 TYPE B CURB AND GUTTER ST -3 5' COMBINATION TYPE SIDEWALK 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 111 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 II 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. A R E C U^ r Kz% ru" D "I P11% V V, CITY OF BAKERSFIELD W yam.. /��- 7 / /P I / S TRAFFIC ENGINEER ml OI DATE L-. Z o w - o Lu") N V -,:, l IJ.I� N m ASSISTANT PUBLIC WORKS DIRECTOR DATE CITY OF BAKERSFIELD O Q W Q LO Ul m I L� ? �x � APPROVED BY: `+--� Z � = U U O LL � a 0 o 04 Y O a Y PUBLIC WORKS DIRECTOR - CITY OF BAKERSFIELD DATE NICOLAS FIDLER, R.C.E. 61069 - EXP. 12-31-16 W c CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND HOLIDAYS. TRAFFIC CGNTROL 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 CITY RECORDS NO.: \Zw Q tyw �41mZ �z w ;WC) U _La �CL C 0 C> W Z Z U ml OI L-. Z o w - o Lu") N V -,:, l IJ.I� N m 00H Y J X F n O Q W Q LO Ul m I L� ? �x � Y U `+--� Z � = U U O LL � a 0 o 04 Y O a Y m W W c o W z O m � co aZw } Z LUZ 3 CL LLI o Z c� UW; W 03 PLOT DATE: JULY 7, 2015 JOB NO.: 130190.02 FILE NAME: 130190.02-ST2-COV SCALE: AS SHOWN SHEET NO.: 1 OF 12 Z Z 0 J a LL o 04 O W o W z O N � co aZw Z CLrA no LLI o Z zo UW; W 03 QC � O J 00 �� F-f)U PLOT DATE: JULY 7, 2015 JOB NO.: 130190.02 FILE 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 BAKERS IELD PUBLIC WORKS DEPARTMENT FOR ANY rn WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION z �tDa AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE Z 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 N U- N to U OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER AT THE CONTRACTOR'S SOLE 0 EXPENSE. IDENTIFICATION (WDID) NUMBER J. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH 30. 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 LL ACCIDENT COMMISSION AND THE PUBLIC UTILITES COMMISSION OF THE STATE OF CALIFORNIA. ALL SHORING SHALL BE a 0 Z 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 m GIVEN 24 HOURS NOTICE (PHONE. 326-3049) FOR TESTING AND INSPECTION. IT SHALL BE THE SOLE RESPONSIBILITY 32. OF THE CONTRACTOR TO COORDINATE ALL INSPECTIONS. RESOURCES ARE UNCOVERED, THE 7. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL SUBDIVISION PERMIT WITH APPROPRIATE 0 0 ® SECURITY AND INSURANCE HAS BEEN OBTAINED. OF THE ARCHEOLOGIST. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL UND RGROUND IMPROVEMENTS, WITHIN THE AREA OL, Z 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 4LL LIGHTS AND SIGNS ARE PROPERTY INSTALLED PER C.O.B. STD. NO. ST -14 & T-1 AS WELL AS ALL OTHER A PLICABLE 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 SOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WI HIN 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, 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 MEEr 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 S WER 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 KON F, 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 HANGES TO, OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY QUAD NOPE. 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 )AYS PRIOR TO COMMENCEMENT OF WORK REQUIRING STAKING FOR PROPER SCHEDULING. 21. UNDERGROUND FACILITIES KNOWN TO EXIST ARE SHOWN ON THE PLANS BA ED ON AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION, LOCATION, PROTEC ION 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 SH L 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 CONTRAC OR 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 OTHERWI E NOTED. 26. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUB IVDER/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. COMPA TION SHALL BE PER THESE PLANS OR THE PROJECT GEOTECHNICAL REPORT DATED MAY 16, 2014 BY CTL-SEE'S INC., NHICHEVER 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 EXPEMSE. 29. THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANA "NOTICE DISCHARGE ELIMINATION SYSTEM (NPDES), rn A OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER z �tDa ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-D Q, AS AMENDED BY 2010-0014-DWQ AND Z ORDER 2012-006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CO TROL BOARD IN SACRAMENTO BEFORE THE LL J .. Y O W J � � BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER N U- N to U POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR 0 PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER N m {�- tQ 51`15069766 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FCR THIS PROJECT. 30. ALL CONSTRUCTION PERSONNEL SHALL BE TRAINED IN SENSITIVE SPECIES IDENTIFICATION AND AVOIDANCE TECHNIQUES N AND BE INSTRUCTED TO BE ON THE LOOKOUT FOR KIT FOX SIGNS DURING E4RTH DISTURBANCE PHASES OF LL CONSTRUCTION. ANY EVIDENCE OF SUCH SIGNS SHOULD BE AVOIDED AND REPORTED TO THE REVIEWING AGENCIES FOR a 0 Z RESOLUTION. COMPLETE BIOLOGICAL CLEARANCE SURVEY SHALL BE PERFORMED AS REQUIRED BY CITY ORDINANCE. 31. ALL CONSTRUCTION MATERIALS, DETOURS AND WASTE SHALL BE REMOVED F M THE CONSTRUCTION SITE AND ALL (i WASTE MATERIAL DISPOSED OF IN AN APPROVED DISPOSAL AREA. THE CONSTRUCTION SITE SHALL BE LEFT WITH A NEAT m AND FINISHED APPEARANCE. oc w 32. IF DURING THE CONSTRUCTION ACTIVITIES OR GROUND DISTURBANCE, CULTURAL RESOURCES ARE UNCOVERED, THE > a SUBDIVIDER SHALL STOP WORK AND RETAIN A QUALIFIED ARCHEOLOGIST FOR FURTHER STUDY. SUBDIVIDER SHALL NOTIFY 0 0 ® 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 OL, Z DESTROYED SHALL BE REPLACED BY A LICENSED SURVEYOR AT THE CONTRA TOR'S EXPENSE. 34. CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION SURVEY STAKES AND PliOPERTY LINE MARKERS WHEN RE4SONABLY POSSIBLE. ANY STAKES OR MARKERS REQUIRING REPLACEMENT BY THE D ELOPER'S ENGINEER SHALL BE DONE AS "EXTRA WORK". 35. CONTRACTOR SHALL BE IN CONFORMANCE WITH THE SJVAPCD FOR AIR 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. I ASPHALT CONCRETE PA Vl NG 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. 3. 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 IS 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 A 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 PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS 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 D1188 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. 1N 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 IS 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 509. 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. 1.1- It 2 N W rn z �tDa m o Z a LL J .. Y O W J � � w h N U- N to U = w m 0 N 0 0 N m {�- tQ S y_ a W s N LL OU LL N a 0 Z w Y 0 a K (i co m Z oc w _ m > a a�io �CL 0- 0 0 ® Z w 0:: �. I.- w OL, Z zoo W �w� 0 a- U w 0 m 0 Lo rn IJ U �- w z Qw m? 0 �z w w WC) �= a0 �a. 0 Ld > `VS CLo � � � w Q 0 LJ oo O W rn z �tDa m o O p U Z a LL J .. Y O W J � � w h N U- N to U = w m 0 W W v v d 00 �= N 0 0 N m {�- tQ S y_ a W s V LL OU LL N a 0 Z w Y 0 a K (i co m Z oc w _ m > a a�io �CL 0- 0 0 ® CL w 0:: �. I.- w OL, Z zoo V Z 4c Z ccO LL J V LL o N O w co o w _ Z Z CL a�io �CL 0- ZM w I.- w OL, Z zoo W �w� Mw liP PLOT DATE: JULY 7, 2015 V 130190.02 : 90.02-ST2-COVAS SHOWN .: 2 OF 12 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. d m . ED] 396 392 :: Mo 396 392 1 q P/L LEGEND: BC CONSTRUCTION NOTES: MATCH EXISTING I QA -CONSTRUCT CURB AND GUTTER PER CITY OF BAKERSFIELD STD. ST -1 AND 5.0 COMBINATIO -CONSTRUCT 17 FT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STD. ST -7. ® TYPE SIDEWALK PER CITY OF BAKERSFIELD STD. ST -7. ©- 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. PL TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -7. EXISTING PAVEMENT 4`24' 10" CENTER LINE POC POINT ON CURVE I - O INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF © - CONSTRUCT CURB RAMP, PER CALTRANS STD. RSP-A88A CASE A. POINT OF REVERSE CURVE ADJACENT PHASE ISN'T CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH QD - INSTALL 5,00 LUMEN STREET LIGHT PER CITY OF CALTRANS STD. SPEC. 86-6.01 (LOCAL). PIVC CONSTRUCTION OF ADJACENT PHASE. 0 - INSTALL 9, 00 LUMEN STREET LIGHT PER CITY OF CALTRANS STD. SPEC. 86-6.01 Q- PROPOSED SURVEY MONUMENT PER CITY OF BAKERSFIELD STANDARD ST -22. LEGEND: BC BEGINNING OF CURVE ME MATCH EXISTING I CALTRANS STANDARD RAMP RSP-A88A BCR BEGIN CURB RETURN PCC POINT OF COMPOUND CURVE ® CATCH BASIN BVC BEGIN VERTICAL CURVE PI POINT OF INTERSECTION - DIRECTION OF GUTTER FLOW CB CATCH BASIN PL PROPERTY LINE O EXISTING PAVEMENT 4`24' 10" CENTER LINE POC POINT ON CURVE - - G - - 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 POVC `POINT ON CURVE POINT ON VERTICAL CURVE G PROPOSED PAVEMENT ELEV. EVC ELEVATION END VERTICAL CURVE 000.00 PROPOSED ELEVATION F, O� PROPOSED SIDEWALK PROPOSED SURVEY MONUMENT (000.00) EXISTING ELEVATION RT.RAW RIGHT OF WAY RIGHT -o-STREET LIGHT FL GB FLOWLINE GRADE BREAK 0.00% 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 LC LENGTH OF CURB VC VERTICAL CURVE - PROPOSED BLOCK WALL PHASE BOUNDARY toco .�cn5 N US LUQ q CALLOWAY DRIVE RIVERTON STREET 6 -30 - PHASE 1 SEE SHEET 10 sT C10- OFC 10-OFC ETCHART ROAD STA 10+00.00-19+50.00 I I- 10+00 11+00 END OF PHASE 1 PAVING Q LLJ o Q U + - - - U co Q r C,4 - "t + o F > d w _� v~, Q w cn W Lo LU EXISTING PHASE BOUNDARY FLOWLINE I GRADE I I I 12+00 I APN 492-100-67 I- I I 14+00 U 00 L0or: cfl o O rn F' V) APN 492-100-66 I I-- 15+00 FLOWLINE I _: I C12- Cil 131.17' 1466.00' 5°07'40" 65.63 C 12 A N 492-10 0-68 4`24' 10" J U � N + Lo L- oI U m 0 w W it z o cNrn n (n w - T ♦♦/�� 2 yr O + I� o I CENTERLINE (3)LJ J LU � J L6 a `•LLJ APN 492-100-10 cc CC o.2oq Ez 0.20% - 0 0 I 0 0 SOUTH GRADE AT FLOWLINE _0.51o___7 I 0.64% � i of L=154.99' i i L=154 + R=1500.00 + STA. 10+00.00 ETCHART ROAD = SAWC AND.99' MATCH EXISTING EXISTING "W EXISTING EDGE fQ- R=1500.00 4 =5.92 `- 4 =5.92 H P/L 13+00 14+00 15+00 STA. 27+40.34 CALLOWAY DRIVE N88°542 1 OF PAVEMENT 10+00 11+00 12+00 STA. 16+74.73 _ ETCHART ROAD -J 2 0 11 +00 334.52NONNI 00 13+00 �' STA. 12+19.00 RIVERTON STRE W 5+ a - - END OF PH ASE STA. 1 + 14.26, � 00 a:. _ B EXISTING. 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SCALE: 1"=40' VERT. SCALE: 1"= 4' REVISION D APPROVED BY: CATHERINE S. WILLIAMS DATE R.C.E. N0. 75489 (EXP. 6-30-16) MAR AN P. SHAW DATE R.C.E. NO. 32178 (EXP. 12-31-16) 20+00 20+00 Ulm, d 396 392 Em rl PLO L G�NEER � b MS ti v P d• a W N r- > U dy� Z V O O� d�y: 1 1 bD P�4, 8 to r� w (_i m v w � - N a w z V) 0 W W z� Ww U a- > r m 0 o x W Q o 0 Ld o� ���o W z U �_ cO n o Z a O O ^ D u) U N to 'o c0 =) w m C N 00!� Y J X� K 0 O W �LLJ N m FW- 'S j U 4� z = m U U 0z LL a O Z Y O Q �m Uj cu It W Z U CL a® CV z d' z cc 0 LL a v N 0 W C W t= (n W N T ♦♦/�� 2 yr O �i a' d C) g cr. z (3)LJ :5 Q LU p Z zoo owx a `•LLJ OD W00 cc CC PLOT DATE: FEBRUARY 5, 2016 JOB NO.: 130190.02 FILE NAME: 130190.02-ST2-EW SCALE: HORIZ. 1"=40' VERT. 1 "=4' SHEET NO.: 3R OF 12 LEGEND: BEFORE EXCAVATWG CONST UCTION NOTES: cALr. USA GENERAL NOTES: ST -7. BC BEGINNING OF CURVE ME MATCH EXISTING CALTRANS STANDARD RAMP RSP-A88A 811 PER CITY OF BAKERSFIELD STD. ST -1 AND 5.0' COMBINATIO Q -CONSTRUCT 17 FT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STD BCR BEGIN CURB RETURN PCC POINT OF COMPOUND CURVE ® CATCH BASIN 1. ALL STATIONING IS BASED ALONG STREET CENTERLINE UNLESS OA - CONSTRUCT URB AND GUTTERAKER CITY STD. ST -7. NAME SIGN PER CITY OF BAKERSFIELD STD. T-1. BVC BEGIN VERTICAL CURVE PI POINT OF INTERSECTION DIRECTION OF GUTTER FLOW OTHERWISE NOTED. TYPE SIDEWA K PER CITY OF 8 0 ©- INSTALL STREET CB CATCH BASIN PL PROPERTY LINE F EXISTING PAVEMENT 2. ALL CATCH BASIN OPENINGS TO BE 4' PER CITY OF � CENTER LINE POC POINT ON CURVE - - G - - EXISTING GAS LINE BAKERSFIELD STD. D-14 (UNLESS OTHERWISE NOTED). ©- CONSTRUCT URB AND GUTTER PER CITY OF BAKERSFIELD STD. ST -1 AND 6.0' COMBINATION O _ PHASE BOUNDARY. DEP DEPRESSION PRC POINT OF REVERSE CURVE — W — EXISTING WATER LINE Z SURVEY MONUMENTS ALONG STREET CENTER LINES TYPE SIDEWA K, PER CITY OF BAKERSFIELD STD. ST -7. EC END OF CURVE PIVC POINT OF VERTICAL INTERSECTION EXISTING SURVEY MONUMENT 3. INSTALLS i - INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF POC POINT ON CURVE PER CITY OF BAKERSFIELD STANDARDS ST -22 (UNLESS ECR END CURB RETURN POVC POINT ON VERTICAL CURVE PROPOSED PAVEMENT ©-CONSTRUCT URB RAMP, PER CALTRANS STD. RSP-A88A CASE A. ADJACENT PHASE ISN'T CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH ELEV ELEVATION PROPOSED SIDEWALK OTHERWISE NOTED) AT ALL STREET INTERSECTIONS, CONSTRUCTION OF ADJACENT PHASE. 000.00 PROPOSED ELEVATION BEGINNINGS AND ENDINGS OF HORIZONTAL CURVES, ENDS OF - INSTALL 5,8 0 LUMEN STREET LIGHT PER CITY OF CALTRANS STD. SPEC. 86-6.01 (LOCAL). EVC END VERTICAL CURVE oQ PROPOSED SURVEY MONUMENT CUL-DE-SACS AND AT TRACT BOUNDARY. J - PROPOSED SURVEY MONUMENT PER CITY OF BAKERSFIELD STANDARD ST -22. (000.00) EXISTING ELEVATION RT. RIGHT �- STREET LIGHT 4. ALL RESIDENTIAL DRIVEWAY STATIONING SHOWN AT DRIVEWAY FL FLOWLINE R/W RIGHT OF WAY E - INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF CALTRANS STD. SPEC. 86-6.01 GB GRADE BREAK STA. SLOPE, IN FOOT PER FOOT ® STREET FT SECONDARY ACCESS DRIVE - CENTERLINE. � STA. STATION 5. RAISE EXISTING SANITARY SEWER, STORM DRAIN, AND WATER (COLLECTOR . INV. INVERT - LT LEFT TC TOP OF CURB TO BE LOCATED WITHIN RIGHT OF W VC VERTICAL CURVE PROPOSED BLOCK WALL MANHOLES TO FINISH GRADE. 6. AN "S" SHALL BE STAMPED ON FACE OF CURB INDICATING LC LENGTH OF CURB ��. ...�..� PHASE BOUNDARY LOCATION OF SEWER LATERAL. ' APN 492-100-11 APN 492-100-12 0� o a N T �. 1 H EXISTING EDGE SAWCUT AND R.C.E. N0. 75489 (EXP. 6-30-16) ETCHART ROAD STA 19+50.00-22+97.84 w a MARIAN P. SHAW DATE OF PAVEMENT M 1 V) 2 REMOVE EXtLS L 34.00' RT t, o R.C.E. N0. 32178 (EXP. 12-31-16) W __. W --fig 21u. -w I r — _....a b0 OC r� A°'g: t 'A��, r� NORTH FLOWLINE W UA U N U) CO _ N88'5423 "W O - co 653.34' m U H W 3 co SZ :j3 O Y 0 W W O j B '22+97x$4, 404 1 Sie3a R.C.E. N0. 75489 (EXP. 6-30-16) ETCHART ROAD STA 19+50.00-22+97.84 w a MARIAN P. SHAW DATE W L F 34.00' RT z v tO CO o R.C.E. N0. 32178 (EXP. 12-31-16) W Cl W ^'� 0 NORTH FLOWLINE U N U) CO i m U H W 3 co SZ :j3 p o 0 W i II 404 404 LL = ^ z z U 0 z LL U 1 2 N �"' 1------ ---- ---- 12 -------- — — lei W EL f I m 3 W U ® O LL_ 400 N o 30 31 N o 32 33 N ago �a� �- I SHEET NO.: 4R OF 12 396 396 (L F- W Q > Z ' m IL N � 40' 0' 40' HU J 1 U 19+00 E 20+00 21+00 22+00 23+00 SOUTH FLOWLINE RI. SCALE: I"= 40' REVISION Al APPROVED BY. I V. SCALE: 1 "== 4' T VERT 2- s- l Lu CATHERINE S. WILLIAMS DATE R.C.E. N0. 75489 (EXP. 6-30-16) ETCHART ROAD STA 19+50.00-22+97.84 w a MARIAN P. SHAW DATE o F Z z v tO CO o R.C.E. N0. 32178 (EXP. 12-31-16) O Cl W ^'� 0 NORTH FLOWLINE U N U) CO i m U H W 3 co SZ :j3 p o 0 W i II 404 404 LL = ^ z z U 0 z LL a O z Y D U m Y m N in ca2} 0 .= W EL f I m 3 W U ® O LL_ 400 N o 0 a 400 ago �a� �- I SHEET NO.: 4R OF 12 396 396 (L F- W Q > Z zoo CSW= IL II o�/ HU J 392 392 19+00 20+00 21+00 22+00 23+00 SOUTH FLOWLINE 404 Lu 404 � M 1 � ca C.0 w w 0) + ° 400 EXISTING GRADE AT W C - STREET CENTERLINE -- — v, w 400 +1 li! 1 0.359PHASE 4 PROPOSED GRADE 396 � o �w 1.0 v L5 Mx c�w �N Q �W z ww z ww acy U CL w 000� o F Z z v tO CO o O Cl W ^'� 0 fn U N U) CO W N m U H W 3 co SZ :j3 p o 0 W 0 y— LL = ^ z z U 0 z LL a O z Y D U m Y m N in ca2} 0 .= W EL i 0 m 3 W U ® O LL_ a_ N o 396 U Z z -- 0.359 AT SOUTH FLOWLINE PER J :/) SEPARATE PLANS PLOT FEBRUARY 5, 2016 -c PROPOSED GRADE AT I I JOB NO.: ELEV. 397.34 rn Q (� SOUTH FLOWLINE 130190.02 1 Cl. PHASE BOUNDARY 392 FILE130190.02-ST2-EW m w w SCALE:_ HORIZ. 1 "=40' V)(i�o� j I VERT. 1 "=4' 0 LL J U LL o N 0 .= w 392 O LL_ W N C4 Q a. Z 0 a = ago �a� �- I SHEET NO.: 4R OF 12 w Q (L F- W Q > Z zoo CSW= IL W o�/ HU J . LL - v V/ W 396 -- 0.359 AT SOUTH FLOWLINE PER J :/) SEPARATE PLANS PLOT FEBRUARY 5, 2016 -c PROPOSED GRADE AT I I JOB NO.: ELEV. 397.34 rn Q (� SOUTH FLOWLINE 130190.02 1 Cl. PHASE BOUNDARY 392 FILE130190.02-ST2-EW m w w SCALE:_ HORIZ. 1 "=40' V)(i�o� j I VERT. 1 "=4' 392 I SHEET NO.: 4R OF 12 19+00 20+00 21+00 22+00 23+00 REVISION L APPROVED BY. I Jtvtu,t �' Stay_C4"(_S 2 -s -'C4 CATHERINE S. WILLIAMS DATE R.C.E. NO. 75489 (EXP. 6-30-16) wil 1011*11A T_ . . MARIAN P. SHAW DATE R.C.E. NO. 32178 (EXP. 12-31-16) ,r / !i wi /s• 11• a► LOA i i "a// I /• v O s 1>r // w I•s • s /f IL • ' f fi Lo wwa w/ a a t wwa// / w /w co No ST.,�:� 10+00.00 RIVERTON -STREET BEFORE EXCAVATING CALL • USA 811 Curve Table CURVE # LENGTH RADIUS DELTA TANGENT C5 31.42' 20.00' 90°00'00" 20.00 GENERAL NOTES: 31.42' CONSTRUCTION NOTES: 20.00 C7 LEGEND: 20.00' 90°00'00" 20.00 C8 31.42' 1. ALL STATIONING IS BASED ALONG STREET CENTERLINE UNLESS 20.00 C 13 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 � CALTRANS STANDARD RAMP RSP-A88A 2. OTHERWISE NOTED. ALL CATCH BASIN 35.00' 44°25'00" PER CITY OF BAKERSFIELD STD. ST -7. 0 C25 98.53' BCR BEGIN CURB RETURN PCC POINT OF COMPOUND CURVE ® CATCH BASIN OPENINGS TO BE 4' PER CITY OF :SIDE41ALK C(@�)CONSTRUCF G - O INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1. BVC BEGIN VERTICAL CURVE PI POINT OF INTERSECTION --- DIRECTION OF GUTTER FLOW 396 BAKERSFIELD STD. D-14 (UNLESS OTHERWISE NOTED). 0cy- z Zoe W CURB AND GUTTER PER CITY OF BAKERSFIELD STD. ST -1 AND 6.0' COMBINATION CL W 0 LLJ CB CATCH BASIN PL PROPERTY LINE J ��., EXISTING PAVEMENT 3. INSTALL SURVEY MONUMENTS ALONG STREET CENTER LINES ALK, PER CITY OF BAKERSFIELD STD. ST -7. OH - PHASE BOUNDARY. V Z 0 CENTER LINE POC POINT ON CURVE PER CITY OF BAKERSFIELD STANDARDS ST -22 (UNLESS DEP DEPRESSION PRC POINT OF REVERSE CURVE - - s - - EXISTING GAS LINE OTHERWISE NOTED) AT ALL STREET INTERSECTIONS, © - CONSTRUCF 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 EC END OF CURVE PIVC POINT OF VERTICAL INTERSECTION - W_ EXISTING WATER LINE BEGINNINGS AND ENDINGS OF HORIZONTAL CURVES, ENDS OF o �a ADJACENT PHASE ISN'T CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH ECR END CURB RETURN POC POINT ON CURVE @ EXISTING SURVEY MONUMENT CUL-DE-SACS AND AT TRACT BOUNDARY. OD - INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF CALTRANS STD. SPEC. 86-6.01 (LOCAL). CONSTRUCTION OF ADJACENT PHASE. ELEV. ELEVATION POVC POINT ON VERTICAL CURVE PROPOSED PAVEMENT 4. ALL RESIDENTIAL DRIVEWAY STATIONING SHOWN AT DRIVEWAY U EVC END VERTICAL CURVE 000.00 PROPOSED ELEVATION O PROPOSED SIDEWALK W CENTERLINE. O - INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF CALTRANS STD. SPEC. 86-6.01 QQ -. PROPOSED SURVEY MONUMENT PER CITY OF BAKERSFIELD STANDARD ST -22. (000.00) EXISTING ELEVATION RT. RIGHT OO PROPOSED SURVEY MONUMENT 5. RAISE EXISTING SANITARY SEWER, STORM DRAIN, AND WATER (COLLECT ). FL FLOWLINE R/W RIGHT OF WAY -(D- STREET LIGHT MANHOLES TO FINISH GRADE. GB GRADE BREAK 0.007. SLOPE, IN FOOT PER FOOT + STREET SIGN 6. AN "S" SHALL BE STAMPED ON FACE OF CURB INDICATING INV. INVERT STA. STATION ® 24 FT SECONDARY ACCESS DRIVE - LOCATION OF SEWER LATERAL. LT. LEFT TC TOP OF CURB a TO BE LOCATED WITHIN RIGHT OF WAY N O LC LENGTH OF CURB VC VERTICAL CURVE PROPOSED BLOCK WALL �! �® PHASE BOUNDARY RIVERTON STREET REVISION L APPROVED BY. I Jtvtu,t �' Stay_C4"(_S 2 -s -'C4 CATHERINE S. WILLIAMS DATE R.C.E. NO. 75489 (EXP. 6-30-16) wil 1011*11A T_ . . MARIAN P. SHAW DATE R.C.E. NO. 32178 (EXP. 12-31-16) ,r / !i wi /s• 11• a► LOA i i "a// I /• v O s 1>r // w I•s • s /f IL • ' f fi Lo wwa w/ a a t wwa// / w /w co No ST.,�:� 10+00.00 RIVERTON -STREET BEFORE EXCAVATING CALL • USA 811 Curve Table CURVE # LENGTH RADIUS DELTA TANGENT C5 31.42' 20.00' 90°00'00" 20.00 C6 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 C 13 27.13' 35.00' 44°25'00" 14.29 C 14 98.53' 42.00' 134'25'00" 99.95 C 15 27.13' 35.00' 44°25'00" 14.29 C25 98.53' 42.00' 134°25'00" 99.95 ca + P2 � q o �_ ± + + N ai CN N co N rn c6 1 V Q QQ N N "iM i CN j i 00 + + ca O ~IQ- Q �}' Q F Q {.� N F_ N ^ N cp �o + C6 I QQ w F F o Q o� `� Ln 41 Q00 F F + �o �a�o �oN ! 40N 39 N cn N ,y I:.'; cn "t cn N+ F + F F F 3 8 20 F 19 18 17 FV) m w w �42 f 16 �N ; F G 1 .'2 20' ;I'VI G 40' 0' 40' HORIZ. SCALE: 1"=40' TIERRA MERIDIAN WAY VERT. SCALE: 1"= 4' SEESHEET9 i ! V PRADO DEL REY DRIVE STA 10+00.00-18+50.00 i NORTH FLOWLINE C 141 C7 I C8 400o � m c co cr�� c m Lo co C4 CIO + N EXISTING GRADE AT z "6 N Q coL6 00 N 00 -- 00 N N �) O N N N + rn o STREET CENTERLINE "' "� �' W � � � °' ~J Q Lv ^ } �w II J to �w-mow Lo �w-;w -0.309 -0.2 -0.20% 0.20107. 1.15% -0.649 392 PROPOSED GRADE AT N NORTH FLOWLINE ` ! �r C) C� +; O') Lo� Lc); �J Lo Q m J C� J 388 cn v � o J 3 9+00 10+00 11+00 12+00 13+00 14+00 15+00 1 16+00 17+00 I t SOUTH FLOWLINE 404 3 I 9 C25 C 1 C5 C6 j i 400 t j + N N Lo L6 EXISTING GRADE AT N c co °Q + rn o n STREET CENTERLINE Mi t�j �_ "•-' � O r7 �1 LU N 396 �'`� QW �� �� �°� +°� cn W to -0.309 0217, -0.207 -0.519 0.54% 392 PROPOSED GRADE AT SOUTH FLOWLINE I I i 388 9+00 10+00 1 11+00 12+00 13+00 14+00 15+00 16+00 17+00 0.21 0.21 18+00 18+00 1 co 1 W ui co O O 1 LLI �+ �LUr- zIce J cl) 1 Q 1 � 19+00 19+00 ' Mo 396 1� 1 1 co W PLOT FEB UARY 5, 2016 LU JOB NO.: 130190.02 - - ''Z^^ co O O SCALE: HORIZ. 1 "=40' VERT. 1 "=4' 1. &4 ` n 2 0 1 W W z J to W TZ co) Q 1 1 � v 1 co 1 W ui co O O 1 LLI �+ �LUr- zIce J cl) 1 Q 1 � 19+00 19+00 ' Mo 396 1� a°o o =w U m �w �w Z (n0 ww z� WW da- m � w 0 cj� ` �1 w Q�v o LaJ M OO Q <00 03O w cq L0 U F- m Z U ca c0 d = 0 O Y a O W ^ W N y U N N CO CD w m W ED v v N 000 t-- _j O = ¢ W ¢ i Y lA N T a = D U OU LL a 0 Z Y Q D m m p _ w `D m � ¢ a Z LU0 U CL 0 388 J PLOT FEB UARY 5, 2016 z JOB NO.: 130190.02 RLE NAME: 130190.02-ST2-EW 0 v 3 Q� SCALE: HORIZ. 1 "=40' VERT. 1 "=4' 1. &4 ` n 2 0 Q 404 v Z U. o N O W D wU 400 0 L =co)w a z oc O IL a"'io W Z 0 M � acai� ♦qVaW W L 0 r F -WO 396 0cy- z Zoe W CL W 0 LLJ J ��., a V Z 0 z o �a � a U W 0 3 } m a N O � a°o o =w U m �w �w Z (n0 ww z� WW da- m � w 0 cj� ` �1 w Q�v o LaJ M OO Q <00 03O w cq L0 U F- m Z U ca c0 d = 0 O Y a O W ^ W N y U N N CO CD w m W ED v v N 000 t-- _j O = ¢ W ¢ i Y lA N T a = D U OU LL a 0 Z Y Q D m m p _ w `D m � ¢ a Z LU0 U CL 0 388 z d' PLOT FEB UARY 5, 2016 z JOB NO.: 130190.02 RLE NAME: 130190.02-ST2-EW cc v 3 Q� SCALE: HORIZ. 1 "=40' VERT. 1 "=4' 1. &4 ` n 2 0 Q 404 v W U. o N O W D wU 400 0 L =co)w a z oc O IL a"'io Z 0 M � acai� ♦qVaW W L 0 r F -WO 396 0cy- z Zoe vwa CL W 0 LLJ J ��., C/) CL, 392 PLOT FEB UARY 5, 2016 JOB NO.: 130190.02 RLE NAME: 130190.02-ST2-EW v 3 Q� SCALE: HORIZ. 1 "=40' VERT. 1 "=4' 1. &4 ` n 2 SHEET NO.: OF 12 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). 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 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 A APPROVED BY.- JA' CATHERINE S. WILLIAMS DATE R.C.E. NO. 75489 (EXP. 6-30-16) MA IAN P. SHAW DATE R.C.E. NO. 32178 (EXP. 12-31-16) d,d 396 392 dea m 396 392 RT -1:1 LEGEND: BC CONSTRUCTION NOTES: BCR BEGIN CURB RETURN Q - CONSTRUCT GURB AND GUTTER PER CITY OF BAKERSFIELD STD. ST -1 AND 5.0' COINAOF - CONSTRUCT 17 FT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STD. ST -7. CATCH BASIN TYPE SIDEWALK PER CITY OF BAKERSFIELD STD. ST -7. CENTER LINE POC DEP DEPRESSION PRC ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1. PIVC CONSTRUCT URB AND GUTTER PER CITY OF BAKERSFIELD STD. ST -1 AND 6.0' CO OH -PHASE BOUNDARY. ELEVATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -7. END VERTICAL CURVE 000.00 ©- CONSTRUCT GURB RAMP, PER CALTRANS STD. RSP-A88A CASE A. OI - INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF RAW GB GRADE BREAK 0.009. ADJACENT PHASE ISN'T CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH OD - INSTALL 5,80 LUMEN STREET LIGHT PER CITY OF CALTRANS STD. SPEC. 86-6.01 (LOCAL). LEFT CONSTRUCTION OF ADJACENT PHASE. 0 - INSTALL 9,50 LUMEN STREET LIGHT PER CITY OF CALTRANS STD. SPEC. 86-6.01 - PROPOSED SURVEY MONUMENT PER CITY OF BAKERSFIELD STANDARD ST -22. PHASE BOUNDARY (COLLECTOR). N 33 W ("u LEGEND: BC BEGINNING OF CURVE ME BCR BEGIN CURB RETURN PCC BVC BEGIN VERTICAL CURVE PI CB CATCH BASIN PL 1 CENTER LINE POC DEP DEPRESSION PRC EC END OF CURVE PIVC ECR END CURB RETURN POC ELEV. ELEVATION POVC EVC END VERTICAL CURVE 000.00 (000.00) EXISTING ELEVATION RT FL FLOWLINE RAW GB GRADE BREAK 0.009. INV. INVERT STA. LT. LEFT TC LC LENGTH OF CURB VC PRADO DEL REY DRIVE STA 18+50.00-20+96.39 NORTH FLOWLINE I CALTRANS STANDARD RAMP RSP-A88A D ® CATCH BASIN POINT OF INTERSECTION 27.13' DIRECTION OF GUTTER FLOW J C16 EXISTING PAVEMENT 1 W 1 --� POINT OF REVERSE CURVE — w — EXISTING WATER LINE POINT OF VERTICAL INTERSECTION 4425'00" Q) o POINT ON CURVE 0 1CL POINT ON VERTICAL CURVE 99.95 PROPOSED PAVEMENT PROPOSED ELEVATION 0 PROPOSED SIDEWALK v F c PROPOSED SURVEY MONUMENT RIGHT OF WAY 'C)' N F Uj F w rn 24 FT SECONDARY ACCESS DRIVE - TOP OF CURB TO BE LOCATED WITHIN RIGHT OF WAY 30 N1f- 31 32 PHASE BOUNDARY +� N N 33 W ("u EXISTING GRADE AT + Opai + O +1 N J O N o ® H STREET CENTERLINE cOv N `- 0) O N OLO Q o V) f- O cn to EXISTING R/W NLO3 AT N + N C Q �� H op i STREET CENTERLINE LO N N n W � W (Do 'o �- LUW) 1 0.21 % 0.29% J C* r cnw W^ to I 00W W 19+00 0, Ut 200 ELEV 195.117--t-- 00 ' ' Ca W U ? N POC STA 21+38.39, Z Fd.. J m 0.00' � o co R/W VELEV. � � C 17 cr- I V Q I 1 N� O + 3 12 O c NORTH FLOWLINE O + + O Lr) N vi I 37 36� Q + No c6 O o�� + F F35 �o NON 34 N� 1 V) N m O con L I CD N ; N ( � F PRADO DEL REY DRIVE STA 18+50.00-20+96.39 NORTH FLOWLINE I 18+00 19+00 20+00 SOUTH FLOWLINE C18 to 1 CURVE # CALTRANS STANDARD RAMP RSP-A88A POINT OF COMPOUND CURVE ® CATCH BASIN POINT OF INTERSECTION 27.13' DIRECTION OF GUTTER FLOW PROPERTY LINE C16 EXISTING PAVEMENT to 1 W 1 EXISTING GAS LINE POINT OF REVERSE CURVE — w — EXISTING WATER LINE POINT OF VERTICAL INTERSECTION 4425'00" SURVEY POINT ON CURVE 0 EXISTING MONUMENT POINT ON VERTICAL CURVE 99.95 PROPOSED PAVEMENT PROPOSED ELEVATION 0 PROPOSED SIDEWALK RIGHT O PROPOSED SURVEY MONUMENT RIGHT OF WAY 'C)' STREET LIGHT W 1 Uj STREET SIGN STATION ® 24 FT SECONDARY ACCESS DRIVE - TOP OF CURB TO BE LOCATED WITHIN RIGHT OF WAY VERTICAL CURVE N1f- 00_.— i cl) 0 PHASE BOUNDARY W ("u EXISTING GRADE AT + 0cl m W C W Z Q- co ® W STREET CENTERLINE cOv N 2 (/q 0 EXISTING GRADE AT N + CD C Q �� H op i STREET CENTERLINE N N n W � W �- LUW) 1 0.21 % 0.29% J C* r cnw Q _mow 00W W W = ELEV 195.117--t-- Ca U ? r 0.29% Fd.. J m 0.21 90 � o VELEV. 395.47 N� O PROPOSED GRADE AT I"" 1 a NORTH FLOWLINE I 18+00 19+00 20+00 SOUTH FLOWLINE C18 to 1 CURVE # CALTRANS STANDARD RAMP RSP-A88A POINT OF COMPOUND CURVE ® CATCH BASIN POINT OF INTERSECTION 27.13' DIRECTION OF GUTTER FLOW PROPERTY LINE �� EXISTING PAVEMENT POINT ON CURVE W 1 EXISTING GAS LINE POINT OF REVERSE CURVE — w — EXISTING WATER LINE POINT OF VERTICAL INTERSECTION 4425'00" SURVEY POINT ON CURVE 0 EXISTING MONUMENT POINT ON VERTICAL CURVE 99.95 PROPOSED PAVEMENT PROPOSED ELEVATION 0 PROPOSED SIDEWALK RIGHT O PROPOSED SURVEY MONUMENT RIGHT OF WAY 'C)' STREET LIGHT SLOPE, IN FOOT PER FOOT Uj STREET SIGN STATION ® 24 FT SECONDARY ACCESS DRIVE - TOP OF CURB TO BE LOCATED WITHIN RIGHT OF WAY VERTICAL CURVE N1f- 00_.— i cl) 0 PHASE BOUNDARY W ("u EXISTING GRADE AT + c0 rn + no m W C Z Q- co ® W STREET CENTERLINE cOv N z 0 W to N O Z Q �� H op i J w �CO o � W 0.21 % 0.29% J C* r W = ELEV 195.117--t-- Ca (� PROPOSED GRADE AT Q I SOUTH FLOWLINE � 1 18+00 19+00 20+00 C26 0.2 21+00 C17 0.2770 21+00 m c6 N + N Q+� m Cep N + N c' W MATCH EXISTING CURVE # CALTRANS STANDARD RAMP RSP-A88A POINT OF COMPOUND CURVE ® CATCH BASIN POINT OF INTERSECTION 27.13' DIRECTION OF GUTTER FLOW PROPERTY LINE CO EXISTING PAVEMENT POINT ON CURVE - - G - - EXISTING GAS LINE POINT OF REVERSE CURVE — w — EXISTING WATER LINE POINT OF VERTICAL INTERSECTION 4425'00" SURVEY POINT ON CURVE 98.53' EXISTING MONUMENT POINT ON VERTICAL CURVE 99.95 PROPOSED PAVEMENT PROPOSED ELEVATION 0 PROPOSED SIDEWALK RIGHT O PROPOSED SURVEY MONUMENT RIGHT OF WAY 'C)' STREET LIGHT SLOPE, IN FOOT PER FOOT + STREET SIGN STATION ® 24 FT SECONDARY ACCESS DRIVE - TOP OF CURB TO BE LOCATED WITHIN RIGHT OF WAY VERTICAL CURVE PROPOSED BLOCK WALL — PHASE BOUNDARY Curve Table CURVE # LENGTH RADIUS DELTA TANGENT C16 27.13' 35.00' 4425'00" 14.29 C17 98.53' 42.00' 134'25'00" 99.95 C 18 27.13' 35.00' 4425'00" 14.29 C26 98.53' 42.00' 134'25'00" 99.95 PHASE BOUNDARY 22+00 PHASE BOUNDARY 22+00 BEFORE EXCAVATING CALL • USA 811 ���q�E.SSIpy�l Q� U E OF CAS\�� 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1"= 4' d rem, -- I d • • 392 /G\NEER � b\ W Ln n > U VO 03S vlqm V il�W N Q �Ld 3w z Lf) 0 Ww z�- W W a� U CL m O 1 -- LU 0 w W a o J LJ 00 Q � O w � U Z 0 _ Z a L p J O W p UN N CO c'0 t(0 =w m W X_ v O N 0c)~ Y J X 3 O Q W Q z O Y N U z = CL= U z OU a 0 Z Y O Q mon W ("u w L Z Q- co ® W z 0 N O Z o � U W Ca U r m o Uj N� O /G\NEER � b\ W Ln n > U VO 03S vlqm V il�W N Q �Ld 3w z Lf) 0 Ww z�- W W a� U CL m O 1 -- LU 0 w W a o 388 z z 0 L J 404 v w U- O C4 , 0 W o W c o W (n=COw 400 U 0 a z It z0 z 0 2 W9 Fw W it M �G.� W Q�� Hw0 396 Z ZZ� vw� I w 00 Cl) CL �Pc 392 OD U - PLOT FEBRUARY 5, 2016 JOB NO.: 130190.02 RLE NAME: 130190.02-ST2-EW 3 0 8 1 SCALE: HVE T. " p=4, v � R4 ?,SHEET NO.6R OF 12 LJ 00 Q � O w � U Z p _ Z a L p J O W p UN N CO c'0 t(0 =w m W X_ v O N 0c)~ Y J X 3 O Q W Q O Y N U z = CL= U z OU a 0 Z Y O Q mon W ("u o L Z Q- co ® 388 z z 0 L J 404 v w U- O C4 , 0 W o W c o W (n=COw 400 U 0 a z It z0 z 0 2 W9 Fw W it M �G.� W Q�� Hw0 396 Z ZZ� vw� I w 00 Cl) CL �Pc 392 OD U - PLOT FEBRUARY 5, 2016 JOB NO.: 130190.02 RLE NAME: 130190.02-ST2-EW 3 0 8 1 SCALE: HVE T. " p=4, v � R4 ?,SHEET NO.6R OF 12 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 0 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) dmd m 396 915� 2m, d d , , 396 392 9+00 9+00 LEGEND: BC CONSTRUCTION NOTES: MATCH EXISTING Q �} 0) CALTRANS STANDARD RAMP RSP-A88A QA - CONSTRUCF CURB AND GUTTER PER CITY OF BAKERSFIELD STD. ST -1 AND 5.0' COMBINATIO Q - CONSTRUCT 17 FT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STD. ST -7. CATCH BASIN TYPE SID ALK PER CITY OF BAKERSFIELD STD. ST -7. Q PI POINT OF INTERSECTION f DIRECTION OF GUTTER FLOW CB ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1. ©- CONSTRUCTCURB AND GUTTER PER CITY OF BAKERSFIELD STD. ST -1 AND 6.0' COMBINATION � PHASE BOUNDARY. POC TYPE SID ALK, PER CITY OF BAKERSFIELD STD. ST -7. EXISTING GAS LINE DEP ©- 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 EC END OF CURVE PIVC POINT OF VERTICAL INTERSECTION ADJACENT PHASE ISN'T CONSTRUCTED AT SAME TIME REMOVE AND SALVAGE SIGN WITH OD - INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF CALTRANS STD. SPEC. 86-6.01 (LOCAL). POC CONSTRUCTION OF ADJACENT PHASE. 0 - INSTALL 9 500 LUMEN STREET LIGHT PER CITY OF CALTRANS STD. SPEC. 86-6.01 - PROPOSED SURVEY MONUMENT PER CITY OF BAKERSFIELD STANDARD ST -22. POINT ON VERTICAL CURVE (COLLECT R). EVC END VERTICAL CURVE LEGEND: BC BEGINNING OF CURVE ME MATCH EXISTING Q �} 0) CALTRANS STANDARD RAMP RSP-A88A BCR BEGIN CURB RETURN PCC POINT OF COMPOUND CURVE ® CATCH BASIN BVC BEGIN VERTICAL CURVE PI POINT OF INTERSECTION f DIRECTION OF GUTTER FLOW CB CATCH BASIN PL PROPERTY LINE O EXISTING PAVEMENT � CENTER LINE POC POINT ON CURVE - G 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 w N ELEV. ELEVATION POVC POINT ON VERTICAL CURVE w PROPOSED PAVEMENT EVC END VERTICAL CURVE 000.00 PROPOSED ELEVATION O PROPOSED SIDEWALK (000.00) EXISTING ELEVATION RT. RIGHT o0 PROPOSED SURVEY MONUMENT FL FLOWLINE R/W RIGHT OF WAY -<D' STREET LIGHT GB GRADE BREAK 0.0090 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 LC LENGTH OF CURB VC VERTICAL CURVE + rn PROPOSED BLOCK WALL o PHASE BOUNDARY 10+00 1 11+00 12+00 EXISTING GRADE AT STREET CENTERLINE PROPOSED GRADE AT NORTH FLOWLINE NORTH FLOWLINE Q) C3 C20 RADIUS Q �} 0) C19 C4 oc 31.42' 20.00' 90'00'00" d d� C2 d 20.00' + QQ: n� d m m 20.00' 90'00'00" � C4 m ^ 90'00'00" N C19 27.13' 35.00' 44`25'00" 14.29 C20 98.53' 42.00' 134`25'00" op L6� o, 27.13' 35.00' 4425'00" 14.29 t -i 00 ao + J 99.95 w N LU L tet - V) w ^ w w W --0.957. V) I 1 Lo w ----- op co ..... L6 cri 0 m n W O 0.73% Vm Q W 400 - - - - --- - , J (J) d 10+00 1 11+00 12+00 EXISTING GRADE AT STREET CENTERLINE PROPOSED GRADE AT NORTH FLOWLINE NORTH FLOWLINE Q) C3 Q:�� RADIUS Q �} 0) TANGENT C4 oc 31.42' 20.00' 90'00'00" d d� C2 d 20.00' + QQ: n� d �r d m 20.00' 90'00'00" 20.00 C4 QI ^ 90'00'00" 20.00 C19 27.13' 35.00' 44`25'00" 14.29 C20 98.53' 42.00' 134`25'00" 99.95 C21 27.13' 35.00' 4425'00" 14.29 V) W 42.00' J 99.95 w J (n LU � CC)°'� V) w F-WIIt oLJW w w W --0.957. I I 1 Lo w ----- op co ..... L6 cri 0 m n W O 0.73% Vm 13+00 14+00 SOUTH FLOWLINE ARENA BLANCA WAY SEE SHEET 10 BEFORE EXCAVATING CALL s USA 811 Curve Table CURVE # LENGTH RADIUS DELTA TANGENT Cl 31.42' 20.00' 90'00'00" 20.00 C2 31.42' 20.00' 90'00'00" 20.00 C3 31.42' 20.00' 90'00'00" 20.00 C4 31.42' 20.00' 90'00'00" 20.00 C19 27.13' 35.00' 44`25'00" 14.29 C20 98.53' 42.00' 134`25'00" 99.95 C21 27.13' 35.00' 4425'00" 14.29 C27 98.53' 42.00' 134`25'00" 99.95 C,00 IV1�;/�P �TfGFCA'�r K1.9 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1 "= 4' C27 C 1 C 1 C2 100 cr- m w I W O N m U Lq� _� o rn U -- ---- - U . rn _ co NLri rn co EXISTING GRADE AT � "' N aU � 0 m co Lo m Co � O + rn Lo co STREET CENTERLINE � + m z + + rn O Uj +a, ^ ^ Q Qw i � + c~w- Q Q �- �w v'I� nom, cit' 1 W 0 j �LU Nw Z cn �, j 0.51 % Fd.., 0.517. to -0.3090 -0. O7. -0.207 0.277.- 0.46 0 = ELEV. 95.71 PROPOSED GRADE AT � 3(� SOUTH FLOWLINE L� + I- m J W Lv (n U � O J 1 11 1 1 -- I I L 10+00, 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 1 404 400 396 392 Rii i 7 J 'o z d' z cc O 1 co m 1 W LL J Q W V Z > LL o N 0 o wco W N cr) J 2tA� o azJ g O j z �, w a 2 w Ir z � CC)°'� CID Lo avr zoo F-WIIt oLJW w W a:P Lo w ----- op co ..... L6 cri 0 m n W O Vm 400 - - - - --- Z 0 co - N oz + rn o cl- W =O 'wl�co a U W Q� 0 3 396 m o � N� O 0.277. 0.46% ELEV. ELEV 395.71 J "' = V) V 1 Q 392 1 L388 15+00 16+00 17+00 18+00 19+00 C27 C 1 C 1 C2 100 cr- m w I W O N m U Lq� _� o rn U -- ---- - U . rn _ co NLri rn co EXISTING GRADE AT � "' N aU � 0 m co Lo m Co � O + rn Lo co STREET CENTERLINE � + m z + + rn O Uj +a, ^ ^ Q Qw i � + c~w- Q Q �- �w v'I� nom, cit' 1 W 0 j �LU Nw Z cn �, j 0.51 % Fd.., 0.517. to -0.3090 -0. O7. -0.207 0.277.- 0.46 0 = ELEV. 95.71 PROPOSED GRADE AT � 3(� SOUTH FLOWLINE L� + I- m J W Lv (n U � O J 1 11 1 1 -- I I L 10+00, 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 1 404 400 396 392 Rii i 7 *G�NEER b� W N 1 U co ' t o U-)� r,' -, 4i U m W w J `3W z vi c� W W z� W W Ua- m � Li 0 1� 0- LLj o J 'o z d' z cc O LL J Q W V Z > LL o N 0 o wco W N cr) J 2tA� o azJ g O j z �, w a 2 w Ir z � CC)°'� Q o Z avr zoo F-WIIt oLJW w W a:P Vm Z 0 co N oz o cl- a U W 0 3 m o � N� O *G�NEER b� W N 1 U co ' t o U-)� r,' -, 4i U m W w J `3W z vi c� W W z� W W Ua- m � Li 0 1� 0- LLj o FPLOTDATE: FEBRUARY 5, 2016 JOB NO.: 130190.02 FILE NAME: 130190.02-ST2-EW SCALE: HORIZ. 1 "=40' VERT. 1 "=4' SHEET NO.: 7R OF 12 z d' z cc O LL J Q W V > LL o N 0 o wco W N cr) J 2tA� o azJ g O j z �, w a 2 Ir z � CC)°'� Q o Z avr zoo F-WIIt oLJW w 00 L' a:P FPLOTDATE: FEBRUARY 5, 2016 JOB NO.: 130190.02 FILE NAME: 130190.02-ST2-EW SCALE: HORIZ. 1 "=40' VERT. 1 "=4' SHEET NO.: 7R OF 12 Curve Table 48 49 50 NOTES: TANGENT C22 LEGEND: 35.00' 4425'00" o L6o rn BEFORE EXCAVATING GENERAL NOTES: CONSTRUCTION 42.00' R CENTERLINE UNLESS STATIONING IS BASED ALONG STREET A O - CONSTRUCT CURB AND GUTTER PER CITY OF BAKERSFIELD STD. ST -1 AND 5.0' COMBINATIO Q - CONSTRUCT 17 FT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STD. ST -7. BC BCR BEGINNING OF CURVE BEGJN CURB RETURN ME PCC MATCH EXISTING POINT OF COMPOUND CURVE �i ® CALTRANS STANDARD RAMP RSP-A88A CALL 0 USA 811 CATCH BASINF2. 1. ALL OTHERWISE NOTED. N J N o + H rr , LK PER CITY OF BAKERSFIELD STD. ST -7. zt ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1.BVC ,_ It + + O —� BEGJN VERTICAL CURVE PI POINT OF INTERSECTION �-- DIRECTION OF GUTTER FLOW = U ALL CATCH BASIN OPENINGS TO BE 4' PER CITY OF O= h N CB CATCH BASIN PL PROPERTY LINE O EXISTING PAVEMENT 20+00 21 0 BAKERSFIELD STD. D-14 (UNLESS OTHERWISE NOTED). © - CURB AND GUTTER PER CITY OF BAKERSFIELD STD. ST -1 AND 6.0' COMBINATION cy_ W PHASE BOUNDARY. � CENTER LINE POC POINT ON CURVE - - s - - EXISTING GAS LINE 3. INSTALL SURVEY MONUMENTS ALONG STREET CENTER LINES CL LK, PER CITY OF BAKERSFIELD STD. ST -7. �. DEP DEPRESSION PRC POINT OF REVERSE CURVE — w— EXISTING WATER LINE POC STA. 21 +49.55, PER CITY OF BAKERSFIELD STANDARDS ST -22 (UNLESSI O - INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF EC END OF CURVE PIVC POC POINT OF VERTICAL INTERSECTION POINT ON CURVE � EXISTING SURVEY MONUMENT OTHERWISE NOTED) AT ALL STREET INTERSECTIONS, ©- CONSTRUC CURB RAMP, PER CALTRANS STD. RSP-A88A CASE A. ADJACENT PHASE ISN'T CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH ECR END' CURB RETURN POVC POINT ON VERTICAL CURVE PROPOSED PAVEMENT BEGINNINGS AND ENDINGS OF HORIZONTAL CURVES, ENDS OF - INSTALL 5, 00 LUMEN STREET LIGHT PER CITY OF CALTRANS STD. SPEC. 86-6.01 (LOCAL). CONSTRUCTION OF ADJACENT PHASE. ELEV. EVC ELEVATION END VERTICAL CURVE 000.00 PROPOSED ELEVATION 0 PROPOSED SIDEWALK V 1 Q 1 CUL-DE-SACS AND AT TRACT BOUNDARY. Op R/W o C23 .. ; 3 o O RT. RIGHT OO PROPOSED SURVEY MONUMENT 4. ALL RESIDENTIAL DRIVEWAY STATIONING SHOWN AT DRIVEWAY UE - 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) FL EXISTING ELEVATION FLOWLINE R/W RIGHT OF WAY STREET LIGHT 5. CENTERLINE. RAISE EXISTING SANITARY SEWER, STORM DRAIN, AND WATER (COLLECTO ). GB GRADE BREAK 0.00% STA. SLOPE, IN FOOT PER FOOT' STATION + ® STREET SIGN 24 FT SECONDARY ACCESS DRIVE - MANHOLES TO FINISH GRADE. "S" 0 INV. LT. INVERT LEFT TO TOP OF CURB TO BE LOCATED WITHIN RIGHT OF WAY 6. AN SHALL BE STAMPED ON FACE OF CURB INDICATING + O O LC LENGTH OF CURB VC VERTICAL CURVE PROPOSED BLOCK WALL LOCATION OF SEWER LATERAL. 1 co 55 F cn 054 � j 53 F N o + o N 52 N PHASE BOUNDARY 1 m Curve Table 48 49 50 J F 51 TANGENT C22 27.13' 35.00' 4425'00" o L6o rn C23 98.53' 42.00' 134'25'00" w 0 o6 27.13' 35.00' F F F co 0 + + Lo 42.00' 134'25'00" rn � N J N o + H rr , O 1 coo + + ,_ It + + O —� O f— (n N LLJ w J. G22 (� '�1 = U w O= h N Qz �aLa Curve Table CURVE # LENGTH RADIUS DELTA TANGENT C22 27.13' 35.00' 4425'00" 14.29 C23 98.53' 42.00' 134'25'00" 99.95 C24 27.13' 35.00' 44'25'00" 14.29 C28 98.53' 42.00' 134'25'00" 99.95 Tqr� C10 - OF CN V � W z W W z� ww Qct U a_ m 00 LLd ' O W Q N o 0 z Q �g�C:) RIW cv U-1, Q U co O_ CL _ O O Z a O O — N ^ O Lu'i a m 00 ~ O rr , O W N tx O VJ O s. LLJ w J. G22 (� '�1 = U w O= •6 LL a 0 Z Qz �aLa w o LLI A 9+00 w Q 20+00 21 0 r an o Z m o (u cy_ W m � 001 Lo Z � U 3 CL �. T Z POC STA. 21 +49.55, V 1 Q 1 0o R/W o C23 .. ; 3 o O 00 + 12 + +00 N co O _14- 0 + O O + 1 co 55 F cn 054 � j 53 F N o + o N 52 N N 1 m 6 V U) 40' 0' 40' CL F D REVISION Q APPROVED BY. ( HORIZ. SCALE: 1"=40' 4' VERT. SCALE: 1"= CATHERINE S. WILLIAMS DATE RIVIERA DEL SOL DRIVE STA 18+50.00-21+07.55 R.C.E. NO. 75489 (EXP. 6-30-16) 4 MARIANN P. SHAW DATE R.C.E. N0. 32178 (EXP. 12-31-16) NORTH FLOWLINE 404 404 j C22 C28 I � m L400 0-3 400 W EXISTING GRADE AT STREET CENTERLINE o �' _or+6 o rn a4-- I O 0 N w� N� ' U)w 396 396 j 00 w1 0.30 0.30% Z 0.20% 0 = V) ELEV. 395.71 PROPOSED GRADE AT 392 V �... NORTH FLOWLINE 392 Q 1 388 388 18+00 19+00 20+00 21+00 22+00 SOUTH FLOWLINE 404 404 C24 C23 m 1 I c0Lo N rn 400 400 W EXISTING GRADE AT n ^ o - -- — � � + _ STREET CENTERLINE o _ N i co O N O N � W ul � _� LJiI Lo 396 396 ! 00 w 10.30% 0.30% z 0.207. ELEV. 395.71 PROPOSED GRADE AT 392 V SOUTH FLOWLINE 392 ¢ 1 � 1 i 388 388 i C - �' '1' 18+00 19+00 20+00 21+00 22+00 • V � W z W W z� ww Qct U a_ m 00 LLd ' O W Q N o PLOT DATE: 2016 FEBRUARY 5, JOB NO.: 130190.02 FILE NAME: 130190.02—ST2—EW SCALE: HORIZ. 1 "=40' VERT. 1"=4' SHEET NO.: 8R OF 12 0 z Q �g�C:) w cv U-1, Q U co O_ CL _ O O Z a O O — N ^ O Lu'i U CVw m 00 ~ O `1 J X Q W QSc O W N O LLJ w wco N (� '�1 = U w O= Zcnolw LL a 0 Z Qz �aLa Y O Q w Q � r an o Z m o (u cy_ W m � Lo Z � U 3 CL �. PLOT DATE: 2016 FEBRUARY 5, JOB NO.: 130190.02 FILE NAME: 130190.02—ST2—EW SCALE: HORIZ. 1 "=40' VERT. 1"=4' SHEET NO.: 8R OF 12 z d' z cc O LLJ U > N O w o w wco N (� '�1 O w v''JA = co CL Zcnolw g IL = Qz �aLa w Q 0 -Or- F- a: o Z Zoe Uw cy_ W a0w cc Lo PLOT DATE: 2016 FEBRUARY 5, JOB NO.: 130190.02 FILE NAME: 130190.02—ST2—EW SCALE: HORIZ. 1 "=40' VERT. 1"=4' SHEET NO.: 8R OF 12 Curve Table CURVE # LENGTH RADIUS DELTA TANGENT C3 31.42' 20.00' 90°00'00" 20.00 C4 31.42' GENERAL NOTES: 90°00'00" CONST UCTION NOTES: 31.42' 20.00' LEGEND: 20.00 C6 31.42' 20.00' 90°00'00" 20.00 O Q W Q Lc) in m F-- V- 3 z W U rmL z 6 2 U OU U co Z = f7. Q BEFORE EXCAVATING 1. ALL STATIONING IS BASED ALONG STREET CENTERLINE UNLESS OA - CONSTRUCT CEO URB AND GUTTER PER CITY OF BAKERSFIELD STD. ST -1 AND 5.0' COMBINATIO O - CONSTRUCT 17 FT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STD. ST -7. BC BEGINNING OF CURVE ME MATCH EXISTING m � CALTRANS STANDARD RAMP RSP-A88A CALL • USA Q ccf—WW OTHERWISE NOTED. OOD �v m LK PER CITY OF BAKERSFIELD STD. ST -7. 0 w Z BCR BEGIN CURB RETURN PCC PI POINT OF COMPOUND CURVE POINT OF INTERSECTION ® CATCH BASIN 811 2. ALL CATCH BASIN OPENINGS TO BE 4' PER CITY OF ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1. BVC BEGIN VERTICAL CURVE V z � �-- DIRECTION OF GUTTER FLOW BAKERSFIELD STD. D-14 (UNLESS OTHERWISE NOTED). ©- CONSTRUCT URB AND GUTTER PER CITY OF BAKERSFIELD STD. ST -1 AND 6.0' COMBINATION ozN CB CATCH BASIN PL PROPERTY LINE O EXISTING PAVEMENT 3. INSTALL SURVEY MONUMENTS ALONG STREET CENTER LINES Ci' TYPE SIDEW K, PER CITY OF BAKERSFIELD STD. ST -7. H - PHASE BOUNDARY. CENTER LINE POC POINT ON CURVE _ _ _ _ EXISTING GAS LINE PER CITY OF BAKERSFIELD STANDARDS ST -22 (UNLESS DEP DEPRESSION PRC POINT OF REVERSE CURVE — W— EXISTING WATER LINE OTHERWISE NOTED) AT ALL STREET INTERSECTIONS, ©- CONSTRUCT CURB RAMP, PER CALTRANS STD. RSP-A88A CASE A. OI - 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 BEGINNINGS AND ENDINGS OF HORIZONTAL CURVES, ENDS OF ADJACENT PHASE ISN'T CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH ECR END CURB RETURN POC POVC POINT ON CURVE POINT ON VERTICAL CURVE PROPOSED PAVEMENT CUL-DE-SACS AND AT TRACT BOUNDARY. OD - INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF CALTRANS STD. SPEC. 86-6.01 (LOCAL). CONSTRUCTION OF ADJACENT PHASE. ELEV. EVC ELEVATION END VERTICAL CURVE 000.00 PROPOSED ELEVATION O PROPOSED SIDEWALK 4. ALL RESIDENTIAL DRIVEWAY STATIONING SHOWN AT DRIVEWAY CENTERLINE. OE - INSTALL 9,5(0 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 -CD- PROPOSED SURVEY MONUMENT 5. RAISE EXISTING SANITARY SEWER, STORM DRAIN, AND WATER (COLLECTOR) FL FLOWLINE R/W RIGHT OF WAY + STREET LIGHT MANHOLES TO FINISH GRADE. GB GRADE BREAK 0.007. SLOPE, IN FOOT PER FOOT STREET SIGN "S" N� O INV. INVERT STA. STATION ® 24 FT SECONDARY ACCESS DRIVE - 6. AN A SHALL BE STAMPED ON FACE OF CURB INDICATING LT. LEFT TC TOP OF CURB TO BE LOCATED WITHIN RIGHT OF WAY LOCASEWER LATERAL. LC LENGTH OF CURB VC VERTICAL CURVE PROPOSED BLOCK WALL PHASE BOUNDARY RIVIERA DEL SOL DRIVE PRADO DEL REY DRIVE SEE SHEET 7 SEE SHEET S 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 (D 0 lqr 0 Lo ff) r \ m w m. U x �w V) Q J W Z N 0 Z W w Z w W a� U D_ o 0 J yd0 w W N n > V o.Jd,d�yl Z 'o �p,`4, S c0 O O W ^gip v, N 0 0 D 0 W ui N m O w O O Q W Q Lc) in m F-- V- 3 z W U rmL z 6 2 U OU U co Z = f7. Q o a O a.z g O D Z Y cc Stlooz O Q O �a� pOf Z Z O a: m � m F Q ccf—WW rte`'/ W cu OOD �v m CLU w Z Ld U Q CL �. W a V z � ozN Ci' W Z o a WV) 0 3 U m m oLLj N� O (D 0 lqr 0 Lo ff) r \ m w m. U x �w V) Q J W Z N 0 Z W w Z w W a� U D_ o 0 i yd0 w W N n > V o.Jd,d�yl Z � ��S�93a �p,`4, S c0 (D 0 lqr 0 Lo ff) r \ m w m. U x �w V) Q J W Z N 0 Z W w Z w W a� U D_ o 0 Q OMi "o w Z = O c0 O O W ^gip v, N 0 0 D 0 W ui N m O w O O Q W Q Lc) in m F-- V- 3 ►. W U rmL z 6 2 U OU U co Z = f7. Q o a O a.z g O D Z Y cc Stlooz O Q O �a� pOf Z Z O a: m � m F Q ccf—WW rte`'/ W cu OOD �v m CLU r Z Ld U Q CL �. U Z Z O Li J Q U- o CV Q O W cf) W co Z = f7. Q o 4i a.z g O D Z Z arn� cc z �a� pOf Z Z O a: CL WW ODWit) Q ccf—WW _I OOD �v I—V�r, PLOT DATE: FEBRUARY 5, 2016 [FILE NO.: 130190.02 NAME: 130190.02-ST2-NS LE. HORIZ. 1"=40' VERT. 1 "=4' EET NO.: 9R OF 12 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). 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 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. RMERA DEL SOL DRIVE SEE SHEET 7 PRADO DEL REY DRIVE ETCHART ROAD 1 ` SEESHEETS SEE SHEET 3 Al 20' 20. 6 �. m 0 o � 1 - H G STA. 11 +30.51, 44.84' LT. R/W Q A 3 STA. CONSTRUCTION NOTES: LENGTH ARENA BLANCA WAY = LEGEND: C O W L6 IQ STA. 17+98.55 H STA. 10+00.00, a STA. 11+,15.Op, ECR N 1 ®- CONSTRUCT TURB AND GUTTER PER CITY OF BAKERSFIELD STD. ST -1 AND 5.0' COMBINATIO Q - CONSTRUCT 17 FT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STD. ST -7. BC BEGINNING OF CURVE ME MATCH EXISTING 20.00' CALTRANS STANDARD RAMP RSP-A88A �' W A " GR STA.19+a7.oa, TYPE SIDEWALK PER CITY OF BAKERSFIELD STD. ST -7. 0 R/W 90°00'00" BCR BEGIN CURB RETURN PCC POINT OF COMPOUND CURVE ® CATCH BASIN C 10 47.12' 30.00' ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1. BVC BEGIN VERTICAL CURVE PI POINT OF INTERSECTION _.-- DIRECTION OF GUTTER FLOW ©- CONSTRUCT URB AND GUTTER PER CITY OF BAKERSFIELD STD. ST -1 AND 6.0' COMBINATION 1.15- CB CATCH BASIN PL PROPERTY LINE (~ EXISTING PAVEMENT } w � TYPE SIDEWALK PER CITY OF BAKERSFIELD STD. ST -7. H - PHASE BOUNDARY. - CENTER LINE POC POINT ON CURVE _ _ G _ _ EXISTING GAS LINE W DEP DEPRESSION PRC POINT OF REVERSE CURVE -W_ EXISTING WATER LINE ©- CONSTRUCT TURB RAMP, PER CALTRANS STD. RSP-A88A CASE A. OI - INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF EC END OF CURVE P1VC POINT OF VERTICAL INTERSECTION EXISTING SURVEY MONUMENT 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 5,80 LUMEN STREET LIGHT PER CITY OF CALTRANS STD. SPEC. 86-6.01 (LOCAL). CONSTRUCTION OF ADJACENT PHASE. ELE14 ELEVATION POVC 000.00 POINT ON VERTICAL CURVE PROPOSED ELEVATION O PROPOSED SIDEWALK rv' EVC END VERTICAL CURVE z o �C O - INSTALL 9,50 LUMEN STREET LIGHT PER CITY OF CALTRANS STD. SPEC. 86-6.01 QQ - PROPOSED SURVEY MONUMENT PER CITY OF BAKERSFIELD STANDARD ST -22. (000.00) EXISTING ELEVATION RT. RIGHT OO -CD' PROPOSED SURVEY MONUMENT (COLLECTOR). U FL FLOWLINE R/W RIGHT OF WAY + STREET LIGHT W GB GRADE BREAK 0.007. SLOPE, IN FOOT PER FOOT STREET SIGN 0 INV. INVERT STA. STATION ® 24 FT SECONDARY ACCESS DRIVE - U LT. LEFT TC TOP OF CURB TO BE LOCATED WITHIN RIGHT OF WAY LC LENGTH OF CURB VC VERTICAL CURVE PROPOSED BLOCK WALL PHASE BOUNDARY RMERA DEL SOL DRIVE SEE SHEET 7 PRADO DEL REY DRIVE ETCHART ROAD 1 ` SEESHEETS SEE SHEET 3 Al 20' 20. 6 �. m 0 o � 1 - H G STA. 11 +30.51, 44.84' LT. R/W Q A 3 STA. Q _ ' 20. 00' RT C w Of 4 "" Q H STA. 10+00.00, 20.00' RT 3 STA. 11 +79.51 12 R/W 1 30.86 RT. 0 ` STA. 11 + 15. 00, + � , ' 48 BCR 20.00' RT. r O 55 0 164 - STA. 11+28.75, 45.56' RT. W D 20564 20' 20' 6, P RI VI E DEL SOL DRIVE SEE SHEET 7 ARENA BLANCA WAY STA 10+00.00-11+55.00 .o. m 396 EXISTING GRADE AT 392 WEST FLOWLINE I PHASE BOUNDARY • •` WEST FLOWLINE 0 Cl Q) O J CURVE # LENGTH ARENA BLANCA WAY = y C O W L6 IQ STA. 17+98.55 H STA. 10+00.00, a STA. 11+,15.Op, ECR N 1 37 E 20.00 RIVIERA DEL SOL DRIVE Z W 20.00 LT. sv - - Q G, 10 000 " - } 20.00 LT 11 +ao 155.00" 20.00' 90°00'00" q„7 C m�� �co, "B o 20.00' 90°00'00" �' W A " GR STA.19+a7.oa, Q) 31.42' R/W Q _ ' 20. 00' RT C w Of 4 "" Q H STA. 10+00.00, 20.00' RT 3 STA. 11 +79.51 12 R/W 1 30.86 RT. 0 ` STA. 11 + 15. 00, + � , ' 48 BCR 20.00' RT. r O 55 0 164 - STA. 11+28.75, 45.56' RT. W D 20564 20' 20' 6, P RI VI E DEL SOL DRIVE SEE SHEET 7 ARENA BLANCA WAY STA 10+00.00-11+55.00 .o. m 396 EXISTING GRADE AT 392 WEST FLOWLINE I PHASE BOUNDARY • •` WEST FLOWLINE 0 Cl Q) O J �w -0.209 PROPOSED GRADE AT WEST FLOWLINE Curve Table CURVE # LENGTH RADIUS DELTA TANGENT O W L6 IQ o N EXISTING GRADE AT 90°00'00" 20.00 C2 31.42' 20.00' 90°00'00" STREET CENTERLINE C7 oo 20.00' 90°00'00" 20.00 Q) 31.42' 20.00' 90°00'00" 20.00 C9 46.74' 30.00' 89' 1630" 29.62 C 10 47.12' 30.00' 90°00'00" 30.00 396 W • o C Q W 0 W =fl)cc a z I -- m m 1.15- ± n m (� (~ W } w � Z 3 W c Z oz� W 00 W 5)I J o U -v a cy - P� �w -0.209 PROPOSED GRADE AT WEST FLOWLINE Curve Table CURVE # LENGTH RADIUS DELTA TANGENT C1 31.41' 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' 1630" 29.62 C 10 47.12' 30.00' 90°00'00" 30.00 REVISION A 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) 42 BCR STA. 1 40.00' CTA Oi7r, r1 'ZA n.Q' 1 T STA. 15+33.28 PRADO DEL REY DRIVE PRADO DEL REY DRIVE SEE SHEET 5 STA. 16+74.73 ETCHART ROAD BEFORE EXCAVATING CALL • USA 811 S STA. 11+85.00, ECR 50.00' RT. STA. 111+77.75, 54.52' RT. X20528 1 ETCHART ROAD SEE SHEET 3 MEM -4, 1%I-3now- 41 1 1 - O• 1 RIVE RTO N STREET STA 10+00.00-12+19.00 WEST FLOWLINE EXISTING GRADE AT STREET CENTERLINE -C� 0.98% PROPOSED GRADE AT WEST FLOWLINE 10+00 11+00 12+00 9+00 10+00 11+00 12+00 EAST FLOWLINE EAST FLOWLINE 404 o - -- o C 10 C2 N 400co o O m ±I� ol� v v oLo ---- - O O - -- _. -_ CJD _ - N coo N EXISTING GRADE AT EXISTING GRADE AT + L6 ± to o c' � o o N STREET CENTERLINE o "� + rn I ori STREET CENTERLINE `- Q o rn (k N d JI Lf 396 `�`� co w I Q� �� �w c) -Lo , d 0.640 -0.2390 0.51 0 0 64% 0.987. 0. 59 EXISTING GRADE AT PROPOSED GRADE AT o d 392 EAST FLOWLINE EAST FLOWLINE O K' PROPOSED GRADE AT I'- �� + - EAST FLOWLINE Loj PHASE BOUNDARY r CL � cj O ----- -- - 388 L 10+00 11+00 12+00 9+00 10+00 11+00 12+00 o Q O Q:: old 13+00 PHASE BOUNDARY c7 z a U z g Q, z � m I� 0 (o d O O W U W z m p C:S -m- O a ° = C.) O cl O O O cs N CN o Ld V Q CL O + 0) n z �Z z U OZ LL U 396 W z 0 0 400 W 0 W =fl)cc a z I -- m m 1.15- _ 0) :50 WEST FLOWLINE EXISTING GRADE AT STREET CENTERLINE -C� 0.98% PROPOSED GRADE AT WEST FLOWLINE 10+00 11+00 12+00 9+00 10+00 11+00 12+00 EAST FLOWLINE EAST FLOWLINE 404 o - -- o C 10 C2 N 400co o O m ±I� ol� v v oLo ---- - O O - -- _. -_ CJD _ - N coo N EXISTING GRADE AT EXISTING GRADE AT + L6 ± to o c' � o o N STREET CENTERLINE o "� + rn I ori STREET CENTERLINE `- Q o rn (k N d JI Lf 396 `�`� co w I Q� �� �w c) -Lo , d 0.640 -0.2390 0.51 0 0 64% 0.987. 0. 59 EXISTING GRADE AT PROPOSED GRADE AT o d 392 EAST FLOWLINE EAST FLOWLINE O K' PROPOSED GRADE AT I'- �� + - EAST FLOWLINE Loj PHASE BOUNDARY r CL � cj O ----- -- - 388 L 10+00 11+00 12+00 9+00 10+00 11+00 12+00 o Q O Q:: old 13+00 PHASE BOUNDARY 404Fc�o J z a U z g ' W N U z � m 0 (o d O cDa j400 z a ° = 404 - 0 ¢ w Q 3 K 10 N m o Ld V z N ad z �Z z U OZ LL U 396 W z 0 0 400 W 0 W =fl)cc a z I -- m m z0 Z _ 0) :50 o c m 392 �a.z co�0 HWS } w � Z 3 W c Z oz� W 00 W 5)I J o U -v a cy �. 0 W a N Z 0 rv' z o �C 4 a U W 0 U } 0o o �W- N� 0 404Fc�o z a U z g ' W N U z � m (o d O cDa j400 z a ° = 404 - 0 ¢ w Q 3 K 10 N m o Ld V LL o N ad z �Z z U OZ LL U 396 W z 0 0 400 W 0 W =fl)cc a z I -- m m z0 Z _ 0) :50 o c m 392 �a.z co�0 HWS } w � Z 3 c Z oz� W 00 W 5)I J o U -v a cy �. 0 388 z a U z g z � m o z a o 404 v a LL o N ad C N W 400 W 0 W =fl)cc a z I -- z0 Z _ 0) :50 CL_ ario z M m Q aU �a.z co�0 HWS 396 c Z oz� W 00 W 5)I J o U -v Q�w - F-fA1=1 392 388 13+00 • C 4-11'1 1014 2 - PLOT DATE: FEBRUARY 5, 2016 JOB NO.: 130190.02 FILE NAME: 130190.02-ST2-NS SCALE: HORIZ. 1 "=40' VERT. 1 "=4' SHEET NO.: 1OR OF 12 N 0 50' 0' 50' SCALE: 1 "= 50' EXISTING "STOP" PAVEMENT MARKING PER CALTRANS DETAIL A24D TO REMAIN EXISTING CROSSWALK TO REMAIN "STOP" PAVEMENT MARKING PER CALTRANS DETAIL A24D �= 10+00 -- c EXISTING STRIPING, MARKINGS AND SIGNAGE TO REMAIN N on 0 on O O N CALLOWAY DRIVE PHASE I - PER SEPARATE PLANS TYPE IV (R) DETAIL A24A EXISTING TO EXISTING STRIPING - TO BE REMOVED r,l 10+00 I O 0 EXISTING STRIPING TO REMAIN `- EXISTING STRIPING -/ 11 +00 TO BE REMOVED 12+00 — N GALLOWAY DRIVE STRIPING DEMO PER CALTRANS OF 2) STA. 12+89.34, 55.73' LT. J I R3- 7 REVISION 0 APPROVED BY.• �Rg U)aLA� CATHERINE S. WILLIAMS DATE R.C.E. NO. 75489 (EXP. 6-30-16) MARIAN SHAW DATE R.C.E. NO. 32178 (EXP. 12-31-16) STA. 16+34.66, 16.02' LT. END DETAIL 32 OF CALTRANS DETAIL A20B STA 16 25 07 15 69' LT RIVERTON STREET (EXISTING) CALTRANS STANDARD RAMP RSP-A88A O PROPOSED SIDEWALK -a STREET LIGHT + �-END PER CALTRANS STA. 12+74.66, 13.16' LT. CURVE EXISTING DETAIL 3 PROPOSED BLOCK WALL N MAIN BEGIN DETAIL 32 OF STA. 15+84.19, 15.43' LT. __ I. R -26A CALTRANS DETAIL A20B -�0 -'_"- BEGIN CURVE ------- CA MUTCD MERGING LANE SIGN FUTURE CU AND GUTTER 11 + 1 +00 T. STA. 12+71.98, 1.13' LT-_ N Z DETAIL 22 PER CA TRAN - m CALLOWAY DRIVE PHASE I - PER SEPARATE PLANS TYPE IV (R) DETAIL A24A EXISTING TO EXISTING STRIPING - TO BE REMOVED r,l 10+00 I O 0 EXISTING STRIPING TO REMAIN `- EXISTING STRIPING -/ 11 +00 TO BE REMOVED 12+00 — N GALLOWAY DRIVE STRIPING DEMO PER CALTRANS OF 2) STA. 12+89.34, 55.73' LT. J I R3- 7 REVISION 0 APPROVED BY.• �Rg U)aLA� CATHERINE S. WILLIAMS DATE R.C.E. NO. 75489 (EXP. 6-30-16) MARIAN SHAW DATE R.C.E. NO. 32178 (EXP. 12-31-16) STA. 16+34.66, 16.02' LT. END DETAIL 32 OF CALTRANS DETAIL A20B STA 16 25 07 15 69' LT RIVERTON STREET (EXISTING) STA. 17+22.85, 15.81' LT. BEGIN DETAIL 32 OF CALTRANS DETAIL A20B STA. 17+23.13, 3.81' LT. BEGIN DETAIL 32 OF CALTRANS DETAIL A20B LEGEND: i CALTRANS STANDARD RAMP RSP-A88A O PROPOSED SIDEWALK -a STREET LIGHT + �-END PER CALTRANS STA. 12+74.66, 13.16' LT. CURVE EXISTING DETAIL 3 PROPOSED BLOCK WALL DETAIL A20D TO MAIN BEGIN DETAIL 32 OF STA. 15+84.19, 15.43' LT. __ CA MUTCD "DO NOT PASS" SIGN R -26A CALTRANS DETAIL A20B -�0 -'_"- BEGIN CURVE ------- CA MUTCD MERGING LANE SIGN FUTURE CU AND GUTTER 11 + 1 +00 T. STA. 12+71.98, 1.13' LT-_ --- - Z DETAIL 22 PER CA TRAN - m STA. 17+22.85, 15.81' LT. BEGIN DETAIL 32 OF CALTRANS DETAIL A20B STA. 17+23.13, 3.81' LT. BEGIN DETAIL 32 OF CALTRANS DETAIL A20B LEGEND: i CALTRANS STANDARD RAMP RSP-A88A O PROPOSED SIDEWALK -a STREET LIGHT + STREET SIGN m* TRAFFIC SIGN :.........:.,.: y:....,._:........: . . PROPOSED BLOCK WALL D3-1 CA MUTCD STREET NAME SIGN R 1-1 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 STA. 18+68.37, 15.81' LT. BEGIN DETAIL 22 OF CALTRANS DETAIL A20A STA. 18+77.68, 40.04' LT. [R2 6A (CA) STA. 19+09.76, 4.67' LT. END CURVE NOTES: ALL STATIONING IS BASED ALONG STREET CENTERLINE UNLESS OTHERWISE NOTED. Q2 - 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. O3 - 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 AFTER FULL BUILD OUT OF ETCHART ROAD ALONG PHASE 4. STA. 21+99.43, 15.81' LT. END CURVE 12" WIDE NEUTRAL AREA STRIPE ® 45° SPACED 30' 0. C. STA. 21+57.88, 14.95' LT. BEGIN CURVE 4 STA. 22+97.84, 16.00' LT. END DETAIL 22 OF CALTRANS DETAIL A208 DETAIL A20A .: - .. ...:. - BEGIN DETAIL 32 OF CALTRANS DETAIL A20B END CURVE ..: .. _ ::.•.:... :.:...:: STA. 15+84.18, 3.43 LT. - I BEGIN CURVE :. - :.::..:..:.:.:.. S 16+25.22, 3.69' LT. TA. 17+00 - T E ART N T , STA 17+67.80, 41.00' ROAD W4 -2(R) t 00 "' RT. 41.00' RT. STA 19+ 17 86, 21 t00 22 00 1 1 23 00 - - - -- -- -- - - �- :.........:.,.: y:....,._:........: . . - - J aw - - - - - - ---- -' CURVE :. N U CD c - 1 W W FUTURE CU AND GUTTER TYPE IV (L) ARROWEND PER R -- ���•:�.'�.:.:;.�...:: - Z U CL z 7)U m o TRANS DETAIL A 4A (TYP.) a z ST. 34.59, 3.67' LT. A16+CA ' z z Y ° M �°'w j• f - - - - 7 00 w � m wo mr END DETAIL 32 OF - - - - - - - - - - - - _ _ -------_..------------ W 0 BEGIN DETAIL 38A OF D CALTRANS DETAILS A20B ` w - - - - - - - - - -CALTRANS DETAIL A20D- - _ - - - - - - - -' INSTALL TYPE VI (R) ARROW STA. 18+68.37, 3.81 ' LT. BEGIN CURVE U) - - - -' E-+ � - (TYP. OF 3) - - - - - - - - DETAIL 38 OF A20D 3 Z � zw » W , STA. 17+01.95, 68.97 RT. BEGIN DETAIL 22 OF CALTRANS DETAIL A20A - - -CALTRANS STANDARD - - - - - - - - Con O LIMIT UNIT US/ I W WATERBORNE PAINT Z o ,ETCHART ROAD STOP R 1-1 BEGIN CURVE I INSTALL TYPE �� �� E WHITE d N a PER CALTRANS STANDARD oo E� :: STA. 18+37.77, 41.00 RT. 3 w � a, SEC.84-3 ! STA. 16+99.26, 68.80' RT R26(CA) CHAN ELIZERS AT 50' 0. C. w PTWB-01 R2 (TYPICAL) '- ETCHART ROAD N W 2 D3-1 3 STA. 13+34.51, 35.2 1 ' RT. TIERRA MERIDIAN n z 9 WAY - 1 Ci] STA. 10+24.51 44.98' RT. , - W Q+ i STA. 9+75.51, 31.07' LT. J Q rn(D rn O w TIERRA MERIDIAN D3-1 WAY r ' • a.. a ..:.'vi.w. STA. 11+30.00,. 45.04' RT. Q) I ARENA BLANCA WAY ±- D3-1 Z as t� r illi -I 1111 ARENA BLANCA WAY PHASE 1- PER SEPARATE PLANS ��! \ W J Q rn(D rn O w N 10 C) ' Q U c0 U d o J aw � z ::3 LIJ o n N U CD c m W W a, 1•I-z�711 PSI2. �ER fn W - W N n > U a z o 60 d�yl SPA`' \93b 5 �� '4_o w �m ft�W N Q W z vi U ww z�- ww uj Q0 U 0- m m O Ld O (1V'/'� � w a_ ^, Q N OLJ, J Q rn(D rn O w N 10 C) ' Q U c0 U d o CD p p Z a z ::3 LIJ o n N U CD c m W W N � Z 00 F_- Y J X O Q W Q R O Lo Z U CL z 7)U m o ti O u: C a z _ z z Y ° M �°'w O Q zaW a 7 00 w � m wo mr w c m } W W 0 a o w a U) Z � zw N O v' W Z o � a U N W 0 3 U m m o � N� 0 �ER fn W - W N n > U a z o 60 d�yl SPA`' \93b 5 �� '4_o w �m ft�W N Q W z vi U ww z�- ww uj Q0 U 0- m m O Ld O (1V'/'� � w a_ ^, Q N OLJ, Q rn(D rn O w N 10 C) ' Q U c0 U d = 0 CD p p Z a z ::3 LIJ o n N U CD c m W W N � Z 00 F_- Y J X O Q W Q R O Lo o U CL z 7)U m o ti O u: C a z _ z z Y ° M �°'w O Q zaW a 7 00 w � m wo mr w c m } Z W 0 a o (70TDATE: FEBRUARY 5, 2016 JOB NO.: 130190.02 FILE NAME: 130190.02-ST2-Striping SCALE: 1 "=50' SHEET NO.: 11R OF 12 Z Q� Z 0 LL z a a U � Z LL o N a cl) 1= -- c LU N = In o 0 aZ� z 0 z z�'o F- a ° M �°'w wo ZZ0VW zaW a W 00 w � tZZ cc (70TDATE: FEBRUARY 5, 2016 JOB NO.: 130190.02 FILE NAME: 130190.02-ST2-Striping SCALE: 1 "=50' SHEET NO.: 11R OF 12 O Zct: J 9'-0" MAX. O.C. 9'-0" MAX. .C. ETCHART ROAD HALF SECTION L 3 0 1, PROVIDE REFLECTIVE TAPE LOOKING UP STATION W31(CA) PER CALTRANS NOTE: I " X 1 FIR RAILING 110'LANDSCAPE BARRICADE MUST BE FULL 01 61 ' 111 - 49 , LOT Q I WIDTH OF PAVEMENT. END - 13' 48' 38' VARIES 11 '-12' I VARIES 14'-27'A' 2 GRADE 1.59 MIN TO TRAVELLED WAY 6p ) - GRADE C° 3/4" X 4" LAG OM4-3 MARKER PER CALTRANS LEVEL LINE BOLTS WITH WASHERS SAWCUT LINE 3.09 MAX TO MATCH 6' I BLOCK MATCH EXISTING EXISTING GRADE I WALL I 29 MIN. _ _ I s" x s" s--- ______ ________-�16"I� REDWOOD �,C=SS/�,y ` 2" X 4" REDWOOD HEADER POSTS 9 EXISTING CONSTRUCT 6.0 COMBINATION LEVEL WITH TOP OF PAVEMENT EXISTING CURB-1ROAD TYPE SIDEWALK, PER CITY OF ? AND GUTTER BAKERSFIELD STD. ST -7 TEMPORARY TIMBER BARRICADE :39 TYPE A A. C. FOR TYPICAL CONDITIONS P. E so i 1 n iv��Fp`��\P CLASS 12" COMPACTED SUBGRADE 959 REL. COMP. (NATIVE CLASS II A. B. -� STREET NAME T. 1. R -VALUE AC CLII AB LOOKING 25 W31 (CA) PER CALTRANS1'�'`===' - SECTION 1 COLLECTOR STREET' 12" COMPACTED SUBGRADE TO 6 25 0.30' 0.70' EAST RIVERTON STREET 4.5 X 12" X 10'-0" PROVIDE REFLECTIVE TAPE OM4-3 MARKER PER CALTRANS :.�, 0.25' ETCHART ROAD NORTH PRADO DEL REY DRIVE 4.5 25 LQ z 95% REL. COMP. (NATIVE SOIL) (11+14.26-13+34.52) 6 I 25 I 0.30' I 0.70' I EASTA I J FT - I Ar Ar Ar I CLASS 12" COMPACTED SUBGRADE 959 REL. COMP. (NATIVE A. B. -1 I TO SOIL) STREET NAME T. I. R -VALUE END CLII AB LOOKING 25 NOTES: ALL CATCH BASINS SHALL BE "TYPE A BASIN GRADE SAG" WITH GUTTER DEPRESSIONS ON EITHER SIDE PER THIS DETAIL - SECTION 1 COLLECTOR STREET' SECTION NTS ETCHART ROAD6' (13+34.52-22+97.84) 6 25 0.30' 0.70' EAST RIVERTON STREET 4.5 . �-.",..zY7,,�" Sad;" � tz K<` :� $a { ��•% � F : �i' 0.25' 0.50' NORTH PRADO DEL REY DRIVE 4.5 25 LQ z 0.50' 9,-0» 91-01, 4.5 25 0.25' 0.50' EAST J w 25 PORTABLE TIMBER BARRICADE ETCHART ROAD HALF SECTION CL w FOR SPECIAL CONDITIONS LOOKING UP STATION O J o ot: CLO v> O k, NMI LANDSCAPE2-1/2" X 8-1/2" LOT I NOTES: 1. ALL SIGNS TO BE IN ACCORDANCE WITH THE STATE OF � CARRIAGE BOLTS 13' 33' I 34' 12' I 14 Q I z O CALIFORNIA DEPARTMENT. 6" X 6" X 4'-0" ' a 2. USE OF THE PORTABLE BARRICADE WILL BE SUBJECT TO VARIES GRADE 1.59 MIN TO BLOCK APPROVAL BY THE CITY ENGINEER. 2" X 6" X 3'-2" 15 -FT MAX. 3.09 MAX TO MATCH 6' I WALL I J. TWO COATS OF WHITE PAINT SHALL BE APPLIED TO THE �n 0 EXISTING GRADE I I SURFACE OF ALL LUMBER. 2" X 12" X 4'-0" I U 29 MIN. I 4. WOOD PRESSURE TREATED WITH A PRESERVATIVE MAY BE 2-1/2 X 8-1/2 m - -------------- _____________ ___ --- SUBSTITUTED FOR REDWOOD MATERIAL. CARRIAGE BOLTS ___ CONSTRUCT 6.0' COMBINATION N 0 EXISTING CURB EXISTING TYPE SIDEWALK, PER CITY OF AND GUTTER ROAD SAWCUT LINE TYPE A. C. BAKERSFIELD STD. ST -7 TIMBER BARRICADE NTS MATCH EXISTING CLASS 12" COMPACTED SUBGRADE 959 REL. COMP. (NATIVE A. B. -1 I TO SOIL) STREET NAME T. I. R -VALUE AC CLII AB LOOKING 25 NOTES: ALL CATCH BASINS SHALL BE "TYPE A BASIN GRADE SAG" WITH GUTTER DEPRESSIONS ON EITHER SIDE PER THIS DETAIL 0.50' NORTH ETCHART ROAD6' (13+34.52-22+97.84) 6 25 0.30' 0.70' EAST RIVERTON STREET 4.5 25 0.25' 0.50' NORTH PRADO DEL REY DRIVE - NTSkjist RIV ar ebtah 4 0' 4.0' min. SECTION 2 COLLECTOR STREET SECTION N�mal �0' l�m 8'0' , Normal hes 6.0 -ft. 8m V �D' CRmd easement to accommnodate 6 0' Atin CH. Among C.H. CH."''� (091m) fug depth of gpproach. 1, 5x min. - 2.Ox max 1.0 [ip 1.0' (03m) to, (o..k L0' (aim) fLA�aDHAD •.• '.r. • ., s. `�; � ' ; - .. '' •;' �j . a 'l tinifS y . 6.0 Alin. 20' (ohm) �''"' 20' SECTION "A -A Zvne A Catch Basin Grade So a ewe A & Al Catab Basin on Grade Z 60' NOTES _ I z � A -+-� f, At workmarshyp and mateniats shag canfom to 6 fxpansiar mint fab�er matend shag awrsist of preformed sfr{os of J I the yup kvNe sections of the s�ped&vtkws entitled duraNe, resr lent compound that coaicrm to the requirements of the � i I N 4.0 12m) Ciear 4.0' (L2,n) Gomad Nomat ao, ft W 30' Nomd 'State of Cdifoimia, Department of Transporfotia, Standard Speelrreotions w 10' 20' 20' 10' k►gH. tavening (asp,) w ?.0 0.6m 20' (0.6m) CN. CK fla7tiarS hereafter know OS 9. Sections of existahg dyive approach be+rng removed Ion relnlacernenf a ( ) CH.&D. JO' (a3n,) Standards 7pec5;a6ws, current Cdy approved edition. shell be sawcut at the limits of remood as diected by the City OI 5' I o Limits ` E wheer. The section bear removed shag be a minimum of Se k I 5' GRADE .09 MIN TO 3.09 MAX I a o �. c 2. A curmot Street Permit issued by the City of g N at er r Gutter Bokersfreld PlrWic Nbrks flepartment must accompany length acrd sawcuts shoes angor with existing %Dart or score fine. - W -i-- ag wok within the City right -of -wait Replocement sho# confirm in *mensim and location to the adjrr wt ,1 Subgrade shall be constructed brie to grode and e�stxrg anpr°mments unless otheraris�e adorected by the City Engine A GO 11 4.0' (tan) � � t o (a.�m) A 4.0 (Ian) am sectka and compacted to 90X of maxinum &y 10. Sections being feploi�ed may be poured agmst existing powamert, ` PARKSTRIP &0' TjQ I 00 M'=6.o` (1.Qm) 6.0 Slope �edc Lae density as determined by ASM D-1557 to a depth of if ,tin good conduce► and with the prior gwvvu of the Ofy CONSTRUCT 5.0' COMBINATION I (0.t5re) PUN (0.15") PUN 6' below top of obvVda. Engineer: Othewise; the exislkg pavowt short/ be sawcut a minknO TYPE SIDEWALK, PER CITY OFof 2.0' from the edge of concrete or as dkected Pavement patch BAKERSFIELD STD. ST -7 TYPE B A. C. 0 & GDO i I t G d S T e GOL Inief on Grade t Concrete far wive ffmach shag conform to the show cmArm to the requiments of Standard Detain ST -11. CLASS 11 A. B. 12" COMPACTED SUBGRADE TO 959 REL. CO P. (NATIVE SOIL) STREET NAME T. /. 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 4.5 25 0.25' 0.50' EAST Type C� n 22. rn ra a as ,Yp _ regUw'ermentS of the Standard SjaBC.%rCati0n5for mktor concrete (ik cement content 505 ✓h1cxu )d� 11. GLrb and gutter and body of ilvproadi shag be poured Normal atter Normal Concrete shoff contain no additives unless prier separately, not ma+olifhical/y. Norma/ atter Top of CH. DWrsssiorn CH grnprovd is obtained f o the City Engined; Row!de Curb Nonni atter Top of 12. No dive ap000dn construction shag be permitted h street or OW ... RoWbe ttrb I, ronber forms sho# be surfaced on rhe side ploced offey ad returns next to the concrete and show not be kss thmr 1.5' '- - - o of Edge (hick atter berg =fted forms and s tq ode shag 13. goe chive pprvach shag be a man. of 2.5' Fran adjacent !et ft s s ' 1,0' be welted immediately prior to placement of concrete. 14. Existing curb, if in condit+oarn, may be sawcut and ru moved Z.0' D 2.0' � 9 9� y (0 ft) (0. 6m) (0l D CH. A Concrete shag be troweled smooth, edged and then ('aurb cut') to accommodate construction of new residential dive pear pear .LO' given a #96t broom finish. knmeaartely fxnish11- f g, approach a widernang of existing approach. Ivo Q W N r > U Z � o \1Si�3M o a rn o v W Q U cD d = O 0 z a o ^ o ul N CJ N V uD -d w m O= Q W Q 3 K t� Ancnm��3 y- Z CL= U OU LL oz - LJ 0 Z Y 0 Q a m � m o cc Fr Fr m CL U M 0 6.0 Lt1m Lpen,ng Co 1. ti3O (1.Bm) 0penrhg (agFrn) ori e>gnosed owfoces shall receive a unr apphca non, • 2.0' ism for GO d~ GDO of white pigmented curiV co npound confamiog to ( ( ) 1Pe the Stoddard *wdrAv1 ns Tire sur foce of the { + LO 03m for bpe A concrete sheer be kept moist in d the cueing compound ��-�° V PROfTIE PROFIE is appfned Z SECTION 3 - LOCAL STREETS 60"SECTION NTS TWgt GO & 00 Inlet, TA2 8 Catch Basin grade Inlet and Catch Basin on Grade T. Eponsia, joints shale be constructed at both in Grade Saa ands of goaroach. N(ebtrsned plan pints; 2.0` deep, pe< � neo shag be pkwd of center of gvprouc6 and at MO Z J maedmum knterTrols and as directed by 1/re City Engineer Safi 4.0' `V� t LL W REVISION 0 APPROVED BY: NOTES. • Round0.5 Min. - A 'f d�}, .` :"` .: �d . t1+� � ''�!o.' _ 1. D - gutter dgaressior, it shall be 2.0' (50mm) for tfpe Off (15r,►m) atter A ad A-1 catch boshs aandlw► 3.0' (7Nwm) fa other kdet _ �Q ��, �'°! _ O Vag i� U � tipes carless othdwnse - �t 3. (V Z CATHERINE S. WILLIAMS DATE CH. =nab height CH. + D Limits = /knits of Mal dgoressiaa in gutter. r D `" '� 0 W Q { R.C.E. NO. 75489 (EXP. 6-30-16) 40' min a►�tid ' �d (q co 2 atter dgawian shag be doss T- RCC. 6.0' (0.15rn) s WS. 0, (1.&") for l,Tpe GD0 45•typ fa►t'°.: tiQ' � N Q Z I 4 thick. N o W W a Cl) O apt<+ Zp MAR AN P. SHAW DATE GDO, G0, and GOL inlets may be used with goprovd 1 ` z of the G'ty Snow. Wa 00, and G1AC Inlets shah be pec tion A -A � �� � ' P g = UJ a � o � � W R.C.E. NO. 32178 (EXP. 12-31-16) cwst wl@4 without stgn in confamanm to the State C �t IL M o a UJ of Cdifomio Departrowt of Traxwfoac n Stmdad Plans "D72 & D74 a►d grates s:ha! be type 24 in A cankffom a to stwdard plan D77-8. job ' Q a cQn � F- LLQ 0 RLENAME: D-17REV > Z f, W i 4. Detois for AC Pomameml Mhen RCC pavement D/TE 6/2/99 DRtE �i2/13 0 Z Z z Q � O ; is used comers shag squaed ori STANDARD �W ,�1 STANDARD DRAMI ,�,,�„ am w o Wn L00, 5. co f -v nsta materiel a 20' (Xmm) deep pint betty mn SHAW SINGLE FAMILY RESIDENTIAL a -, o v ~ box and wags GUTTER DEPRESSIONS DRIVE APPROACH LESH N.T.S. a Grates ady agowed with the approvd of the City 314EET ►w p Ertgoineer APPROVED s wo PLOT February 5, 2016 C" OF BAKEHSFI LDD- 7 CITY OF BAKERSFIE ST-? CALIFORNA CAI.FCFM JOB NO.: 130190.02 CITY ENMEER PUBUC WORKS DEPARTMENTI cm D M+EER PUSUC WORKS DEPARTMENT FILE NAME: • � - � j • � �� � 130190.02-ST2-XSect l¢!/ SCALE: N.T.S. GUTTER DEPRESSIONS NTS RESIDENTIAL DRIVE APPROACH NTS SHEEfNO2ROF 12 Z w 25 CL LU U) J v> O CL � z O � J O a U U) 0 U m N 0 Ivo Q W N r > U Z � o \1Si�3M o a rn o v W Q U cD d = O 0 z a o ^ o ul N CJ N V uD -d w m O= Q W Q 3 K t� Ancnm��3 y- Z CL= U OU LL oz - LJ 0 Z Y 0 Q a m � m o cc Fr Fr m CL U M 0 6.0 Lt1m Lpen,ng Co 1. ti3O (1.Bm) 0penrhg (agFrn) ori e>gnosed owfoces shall receive a unr apphca non, • 2.0' ism for GO d~ GDO of white pigmented curiV co npound confamiog to ( ( ) 1Pe the Stoddard *wdrAv1 ns Tire sur foce of the { + LO 03m for bpe A concrete sheer be kept moist in d the cueing compound ��-�° V PROfTIE PROFIE is appfned Z SECTION 3 - LOCAL STREETS 60"SECTION NTS TWgt GO & 00 Inlet, TA2 8 Catch Basin grade Inlet and Catch Basin on Grade T. Eponsia, joints shale be constructed at both in Grade Saa ands of goaroach. N(ebtrsned plan pints; 2.0` deep, pe< � neo shag be pkwd of center of gvprouc6 and at MO Z J maedmum knterTrols and as directed by 1/re City Engineer Safi 4.0' `V� t LL W REVISION 0 APPROVED BY: NOTES. • Round0.5 Min. - A 'f d�}, .` :"` .: �d . t1+� � ''�!o.' _ 1. D - gutter dgaressior, it shall be 2.0' (50mm) for tfpe Off (15r,►m) atter A ad A-1 catch boshs aandlw► 3.0' (7Nwm) fa other kdet _ �Q ��, �'°! _ O Vag i� U � tipes carless othdwnse - �t 3. (V Z CATHERINE S. WILLIAMS DATE CH. =nab height CH. + D Limits = /knits of Mal dgoressiaa in gutter. r D `" '� 0 W Q { R.C.E. NO. 75489 (EXP. 6-30-16) 40' min a►�tid ' �d (q co 2 atter dgawian shag be doss T- RCC. 6.0' (0.15rn) s WS. 0, (1.&") for l,Tpe GD0 45•typ fa►t'°.: tiQ' � N Q Z I 4 thick. N o W W a Cl) O apt<+ Zp MAR AN P. SHAW DATE GDO, G0, and GOL inlets may be used with goprovd 1 ` z of the G'ty Snow. Wa 00, and G1AC Inlets shah be pec tion A -A � �� � ' P g = UJ a � o � � W R.C.E. NO. 32178 (EXP. 12-31-16) cwst wl@4 without stgn in confamanm to the State C �t IL M o a UJ of Cdifomio Departrowt of Traxwfoac n Stmdad Plans "D72 & D74 a►d grates s:ha! be type 24 in A cankffom a to stwdard plan D77-8. job ' Q a cQn � F- LLQ 0 RLENAME: D-17REV > Z f, W i 4. Detois for AC Pomameml Mhen RCC pavement D/TE 6/2/99 DRtE �i2/13 0 Z Z z Q � O ; is used comers shag squaed ori STANDARD �W ,�1 STANDARD DRAMI ,�,,�„ am w o Wn L00, 5. co f -v nsta materiel a 20' (Xmm) deep pint betty mn SHAW SINGLE FAMILY RESIDENTIAL a -, o v ~ box and wags GUTTER DEPRESSIONS DRIVE APPROACH LESH N.T.S. a Grates ady agowed with the approvd of the City 314EET ►w p Ertgoineer APPROVED s wo PLOT February 5, 2016 C" OF BAKEHSFI LDD- 7 CITY OF BAKERSFIE ST-? CALIFORNA CAI.FCFM JOB NO.: 130190.02 CITY ENMEER PUBUC WORKS DEPARTMENTI cm D M+EER PUSUC WORKS DEPARTMENT FILE NAME: • � - � j • � �� � 130190.02-ST2-XSect l¢!/ SCALE: N.T.S. GUTTER DEPRESSIONS NTS RESIDENTIAL DRIVE APPROACH NTS SHEEfNO2ROF 12