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HomeMy WebLinkAbout5.1-12244 Record DrawingCITY OF BAKERSFIELD. CALIFORNIA STREET & SEWER IMPROVEMENT PLANS FOR STANDARD NOTES 1. ALL CONSTRUCTION WORK AND IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS, THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, AND AS DIRECTED BY THE CITY ENGINEER. 2. PAVING FOR STREETS SHALL BE AS NOTED ON THE SECTIONS SHOWN ON SHEETS 3 & 4 OF THIS DRAWING SET. O.G. TO BE COMPACTED TO 957 RELATIVE DENSITY PER C.O.B. ST -13. 3. INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B STD T-1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B STD T-1 4. SEWER LATERAL LOCATIONS TO BE STAMPED (S)INTO THE CURB FACE OVER EACH SEWER LATERAL. 5. INSTALL ADDITIONAL #3 X PULL BOX FOR STREET LIGHTS AT P.G.&E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 6. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET J4" BELOW PAVEMENT GRADE. 7. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY, OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-2 SHALL BE LOCATED WITHIN SIDEWALK 5" FROM BACK. 8. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPTARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY, UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 9. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARDSPECIFICATIONS FOR -PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 957 OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557 02CL. 10. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS, AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 957 OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557-02CL. 11. COMPACTION TEST NOTE: COMPACTION TEST SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND ALLOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 12. A PRE -CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT THE CONSTRUCTION DIVISION AT (661) 326-3106 OR (661) 326-3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRE -CONSTRUCTION CONFERENCE. 13. 24 HOUR INSPECTION NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DIVISION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE INSPECTION DIVISION MAY BE NOTIFIED AT (661) 326-3049 14. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR 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. 15. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES LEO TEK EC1 THIRD EC7 SERIES CREE XSP / XSPR SERIES AND OTHERS ON APPROVED LIST OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER 16. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. CONTRACTOR ASSUMES ALL LIABILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE, AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. 17, ANY TRENCHING CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE CITY STANDARDS. 18. THE CONTRACTOR SHALL REMOVE AND/OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 19. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, ENGINEER, AND THE CITY OF BAKERSFIELD HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER/ENGINEER/CITY OF BAKERSFIELD. 20. NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED. 21. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS. 22. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 23. 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 PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 24. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 25. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 26. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 27 ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 27. COMPACT TO 957 FULL PAVEMENT SECTION TO AT LEAST 1.0 FOOT UNDER AND EACH SIDE OF X -GUTTERS AND COMMERCIAL DRIVE APPROACHES. Know what's below v a Call 811 before you dig CONTRACTOR SHALL CONTACT 811 FOR LOCATION OF ALL UTILITIES, LEAST 72 �- HOURS PRIOR TO CONSTRUCTION DOLLAR GENERAL STORE NUMBER #18805 2728 SOUTH CHESTER AVENUE PARCEL MAP NO. 12244, SPR # 17-0207 `A PROPOSED \\, DOLLAR GENERAL 6UJIN. \ 85' x as' \ i e I \ \> \ \o 15' TAI �O \ EAST MN: 022-19 15-BUIUNt 7 N \ K MAP 1" ' 1"=50" LIST OF ESTIMATED MATERIALS ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES ITEM QUANTITY UNIT ARTERIAL STREETS 193 LF LOCAL STREETS 100 LF REMOVE EXISTING PAVEMENT 500 SF SAWCUTTING 248 LF 36' WIDE DRIVEWAY 2 EA 100 WATT LED STREET LIGHT 1 EA STREET PAVEMENT 500 SF AGG. BASE 500 SF SUBGRADE PREP 500 SF TYPE A CURB AND GUTTER 193 LF 10'-12' WIDE SIDEWALK 4" THICK 2,490 SF STANDARD SEWER MANHOLE 1 EA 6" PVC SEWER LINE 140 LF LEGEND OF ABBREVIATIONS AND SYMBOLS TC TOP OF CURB ACD ASPHALT CONCRETE DIKE MIN MINIMUM FL FLOW'LINE ELEV. DEP. DEPRESSION MAX MAXIMUM TG TOP OF GRATE NO. NUMBER RD ROOF DRAIN GB GRADE BREAK STD. STANDARD TYP TYPICAL FG FINISH GRADE TW TOP OF WALL ELEV. NOR NORMAL RG ROUGH GRADE NTS NOT TO SCALE STA. STATION FS FINISH SURFACE CB CATCH BASIN CL CENTERLINE INV INVERT OF PIPE AC ASPHALTIC CONCRETE FP FINISH PAD ELEV. AB AGGREGATE BASE BCR BEGIN CURB RETURN CONIC CONCRETE w ECR END CURB RETURN CY CUBIC YARDS EP EDGE OF PAVEMENT ELEV ELEVATION Q 0 GENEVA AVENUE SHEETINDEX C2.1 COVER SHEET, NOTES C2.2 NOTES C2.3 SOUTH CHESTER AVENUE C2.4 GENEVA AVENUE C2.5 DETAIL SHEET C2.6 DETAIL SHEET RECORD DRAWING CITY RECORDS NO., 2.-2n-19 OWNER EMBREE ASSET GROUP 4747 WILLAMS DRIVE GEORGETOWN, TX. 78633 CARLOS BUSTILLOS (512) 819-4902 VICINITY MAP NO SCALE ENGINEER RUETTGERS & SCHULER 1800 30th STREET, Ste 260 BAKERSFIELD, CA 93301 IAN J. PARKS (661) 327-1969 Isi 2 a � 0I _\ WILSON ROAD N O z N ' m w s0 SITE w GENEVA AVE Q s� (n p 001 WCJ> C" J w PG Q ram PLANZ ROAD OJ 5 _ OWNER EMBREE ASSET GROUP 4747 WILLAMS DRIVE GEORGETOWN, TX. 78633 CARLOS BUSTILLOS (512) 819-4902 VICINITY MAP NO SCALE ENGINEER RUETTGERS & SCHULER 1800 30th STREET, Ste 260 BAKERSFIELD, CA 93301 IAN J. PARKS (661) 327-1969 BASIS OF ELEVATIONS: NGS BRASS CAP DESIGNATION V364, ELEVATION = 378.16' NAVD88. BASIS OF BEARINGS: THE CENTER LINE OF SOUTH CHESTER AVENUE AS SHOWN ON TRACT MAP NO 1738, PER MAP BOOK 8, PAGE 168, KERN COUNTY RECORDS. TAKEN TO BEAR: N28'22'23"W SITE ACREAGE 1.21 NET ACRES, 1.38 GROSS ACRES CITY OF BAKERSFIELD STANDARDS ST -1, ST -4, ST -8, ST -11, ST -12, ST -23, SW -1, SW -2, SW -5, SW -7, T-2 PRIVATE ENGINEER'S NOTICE I L 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 THIS MAP. 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 THIS DRAWING_ ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANYSUCHI INFORMATION OR DATA. ENGINEER'S STATEMENT= I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I.AM .RESPONSIBLE FOR. ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THESE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION AND SUCH CORRECTIONS REFLECTED ON CORRECTED ?S PLANS SUBMITTED TO THE CITY ENGINEER. APPROVED BY: IAN J. PE NO. 58155 DATE EXP. 06-30-18 REVIEWED BY: NICOLAS-FIDLER PUBLIC WORKS DIRECTOR DATE RCE 61069 EXP. 12-31-18 REVIEWED BY: STUART J. PATTESON ASSISTANT PUBLIC WORKS DIRECTOR DATE RCE 44898 EXP. 3-31-18 1.7- 3/9/111 REVIEWED BY: TRAFFIC ENGINEER DATE Isi M a � 0I W z N O z N ' m �FiW (n p 001 WCJ> J w ram w M 0 Y p 03 _ BASIS OF ELEVATIONS: NGS BRASS CAP DESIGNATION V364, ELEVATION = 378.16' NAVD88. BASIS OF BEARINGS: THE CENTER LINE OF SOUTH CHESTER AVENUE AS SHOWN ON TRACT MAP NO 1738, PER MAP BOOK 8, PAGE 168, KERN COUNTY RECORDS. TAKEN TO BEAR: N28'22'23"W SITE ACREAGE 1.21 NET ACRES, 1.38 GROSS ACRES CITY OF BAKERSFIELD STANDARDS ST -1, ST -4, ST -8, ST -11, ST -12, ST -23, SW -1, SW -2, SW -5, SW -7, T-2 PRIVATE ENGINEER'S NOTICE I L 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 THIS MAP. 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 THIS DRAWING_ ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANYSUCHI INFORMATION OR DATA. ENGINEER'S STATEMENT= I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I.AM .RESPONSIBLE FOR. ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THESE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION AND SUCH CORRECTIONS REFLECTED ON CORRECTED ?S PLANS SUBMITTED TO THE CITY ENGINEER. APPROVED BY: IAN J. PE NO. 58155 DATE EXP. 06-30-18 REVIEWED BY: NICOLAS-FIDLER PUBLIC WORKS DIRECTOR DATE RCE 61069 EXP. 12-31-18 REVIEWED BY: STUART J. PATTESON ASSISTANT PUBLIC WORKS DIRECTOR DATE RCE 44898 EXP. 3-31-18 1.7- 3/9/111 REVIEWED BY: TRAFFIC ENGINEER DATE ET NO. C2.1 a w o w C) W 0000 w z ZN� W of <� W w 00 z j U Z Q 0 Z ww aLUw O x U w a J I-_ F m U m mj 0 O O w z ET NO. C2.1 o ET NO. C2.1 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 THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED 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 OPERATION RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ATSM 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 SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIC RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEET THE IN-PLACE DENSITY REQUIREMENTS. 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 THAT 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. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED 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 CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING TO BRING THE FINISHED SURFACE TO SPECIFIED 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 THE TRANSVERSE LIMITS 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 AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER. RECORD DRAWING CITY RECORDS NO: Z -?G _.C� 0 NO. C2.2 -0 un - P4 W-4 A.C. PAVING TESTING NOTES: A.C. PAVING TESTING NOTES (CONT.): z N.o 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE 'B' 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING [�'I�D zo (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE W U m CONCRETE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK" W u WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT 5_ s - 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE 'A' (MODIFIED) CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHERV. ��°-' n OR TYPE 'B' (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% "AGGREGATE", OF THE STANDARD SPECIFICATIONS FOR 3/4 INCH MAXIMUM, MEDIUM GRADING. OF MAXIMUM DRY DENSITY.00 ^ s 3. ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE 'B' (MODIFIED) SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, THE THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "GRADES', GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE STEAMREFINED PAVING ASPHALTS", IN SECTION 92-1.02, OF THE STANDARD SPECIFICATIONS. ESTABLISHED BY THE ENGINEER. �N��NEER b B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE ON THE 4. THE AMOUNT OF THE ASPHALT BINDER TO MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR ¢P THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIAI TEST METHOD 367 USING SAMPLES OF MATERIALS BELOW THE GRADE ESTABLISHED BY THE ENGINEER. PROPOSED FOR 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 WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE �d''lsig3a s� 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 CONFORM TO THE REQUIREMENTS SO SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHALL NOT BE M OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR., w C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH o q M THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE rrp�pt ¢ Cp z �-� OJ N STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE r+M w 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 COSTS ASSOCIATED WITH THE ASPHALT a CONCRETE MIX DESIGN. n �O 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING MD 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 ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT 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 SHALL BE MET. w 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE w TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OFLo a CONSTRUCTION. O >00 o 00 w rn 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE z PERMITTED BY THE CITY ENGINEER. qt o z 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. W w a ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVE WHERE SHOWN W w ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND V co � w COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. a d 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING WQ w OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH L s w OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT 0 v Y WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL I. - m ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH mi 0 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, Q z MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATION 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 THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED 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 OPERATION RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ATSM 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 SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIC RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEET THE IN-PLACE DENSITY REQUIREMENTS. 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 THAT 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. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED 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 CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING TO BRING THE FINISHED SURFACE TO SPECIFIED 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 THE TRANSVERSE LIMITS 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 AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER. RECORD DRAWING CITY RECORDS NO: Z -?G _.C� 0 NO. C2.2 Ss — 51 00 I y SO CHESTER AVENUE Q, h SS SS SS ---- SS .. SS SS - SS SS y SS 42"- SS asscSPEED LIMIT -�' SS SS � 42' SS SS w m SIGN 6+007+00 8+000 +00 �1 10+00 LN28'22'23"W I.. -ems' >T� ' 1 -1 -4 -- + _. 1 - }- 1 - CONFORM -CONFORM TO EXISTING GRADES 4mw' a^ o"'� A� WOD ��N AND FIELD ADJUST AS NEEDED TO a p¢ o ro q m 3 a' ALLOW FOR POSITIVE DRAINAGE w m"' vim "' mm anN aM m° 'ani mAo Fb AND SMOOTH TRANSITIONS tDw ♦ o ow a 3 oww RELOCATE EXISTING\ ro n^. My �q��w o '''� m %� NO PARKING SIGN iO EXISTING CURB mro EXISTING CURB. ¢ ronin mQ ro mQ m m ro A a GUTTER & SIDEWALK + c + ® + m i \ -& GUTTER \ m 4 Nw nw �`�,✓, ���` __ _8 mN _ N-______m^s ____� _ --_P_ __-_ NO SIGPARN w m \�vv moo° CONSTRUCTION NOTES ()CONSTRUCT PAVEMENT (0.45' HMA/ 0.90' AB CLASS 11) 2O SAWCUT AS SHOWN AND DIRECTED BY THE ENGINEER 3O CONSTRUCT STANDARD CURB & GUTTER TYPE "A" PER COB ST -1 ® CONSTRUCT STANDARD COMBINATION SIDEWALK PER CITY OF BAKERSFIELD ST -8, DATED 6/2/99 O CONSTRUCT 36' WIDE DRIVE APPROACH PER COB ST -4 © INSTALL 2' INTERCONNECT CONDUIT AND $5 PULL BOX AT EACH END O INSTALL 100 WATT LED STREET LIGHT PER COB ST -23, 24 —0- STREET LIGHT #70729 RW 0 Of P 0�_ R/W _ ro qP i- ee n o8i 0H e m m I 5'x64' PEDESTRIAN EASEMENT PER PM 12244 mm m mw mw Kxy W m� + �\ Qow� ¢w I ¢w m Fw9mmZ mm ",1 ¢ w. F� mm P M PROPOSED PARCEL UNE PER PM 12244 4„�. a� �� PR POSED ARCEL 2 PROPOSED PARCEL 1 ER PM 12244 I PER PM 12244 p/ wom 'ill •{ 45' I I 38 2' SAWCUT OR AS DIRECTED VARIES BY CITY ENGINEER 4,1 0.7-1, 7Z <AMIAX E _ P.G./FL i 5% EXISTING ` 38 MEDIAN EXIS77NG PAVEMENT *10' SIDEWALK 38 0.45' HMA (TI A) TYPE A CURB & 0.90' A.B. (CLASS II) GUTTER 1.5' LIMIT OF COMPAC77ON * THROUGH 36' DRIVEWAY 38 95% OF THE MAX DENSITY AS MAINTAIN 4' MIN S/W AROUND DETERMINED BY ASTM 1557 THE BACK OF DRIVEWAY PER COB ST -4 STA: 7+20.64-9+134838 HORIZ. 1 "-10' SOUTH CHESTER AVENUE VERT 1 "-5' 77=8.5, R VALUE=34 37 COMPACT TO 959' FULL PAVEMENT SECTION TO AT LEAST 1.0 FOOT UNDER AND EACH SIDE OF X -GUTTERS AND COMMERCIAL DRIVE APPROACHES. SOUTH CHESTER AVENUE rim 1. CONTRACTOR SHALL CONFORM TO CITY OF BAKERSFIELD CONSTRUCTION HOURS) IF APPLICABLE. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND COORDINATE THEIR RELOCATION OR ADJUSTMENT IF ANY ARE APPLICABLE. L>CSaTi` Q�nn EXISTING CURB DEPRES: FOR 12' DRIVEWAY -5F • :� /+uu O+uu STATIONING BASED ON THE CENTERLINE OF SOUTH CHESTER AVENUE UNLESS OTHERWISE NOTED y-I-uu I:: "NE = Gim N 378 9+80 �y 0 10 20 40 Horiz. 1"=20' Vert. 1"=2' RECORD DRAWING CITY RECORDS NO: 2.a - \9 rrh^ yJ o- NO Nv W _ __... - .... - - PVI STA:8+63-.01- __...PVI ELEV:383.72.. ---_ LVC: 50' Q M p p. __. n o __- mm _. - �� cow. 00 c� w - m >w m w _. -__ n0 _ + _ m rn 0.65% s _ --. __.. _-...- —_',, APISTING APPROX. EXISTING GROUND AT 45' EAST 7 Zp M r<i F +:) °f Rr V)_ Hz m NO=w 00 z W E�rT4w M 4 - n '- II _.— _ WU> Q - NN ¢ >g M mM oo •PW` O N^- a0 �Omn Qyd3 Fzm NUK zv _ Z5 . w J w �m v o< .! W w w U II w = (1.3)%) O Z W —_ m W LU x---._ a rEL RADE 45 EAST AT - -- - p 1.05% nj F (0.70%) — m mi EXISTING EL GRADE AT APPROX. 45' EAST 0 O z Q /+uu O+uu STATIONING BASED ON THE CENTERLINE OF SOUTH CHESTER AVENUE UNLESS OTHERWISE NOTED y-I-uu I:: "NE = Gim N 378 9+80 �y 0 10 20 40 Horiz. 1"=20' Vert. 1"=2' RECORD DRAWING CITY RECORDS NO: 2.a - \9 '2.3 rrh^ yJ o- NO Nv W z W E�rT4w mom 0 WU> Q W NN ¢ >g M mM oo •PW` O N^- a0 w . Z �m v '2.3 W W Lf7 Q W ¢ >g oo W m a0 w . Z o< .! W w w U Z ¢ O Z w W LU a p U nj F z m mi 0 O z Q '2.3 _f '�__—_---_--__-__17— 6 — SS S� EXISTING CURB; '>g GUTTER & SIDEWALK 4 CONFORM TO EXISTING GRADES AND FIELD ADJUST AS NEEDED TO ALLOW FOR POSITIVE DRAINAGE AND SMOOTH TRANSITIONS GENEVA AVENUE SS SS SS SS SS --- SS -- SS NOTE - CAUTION: UTILITY CROSSINGS CONTRACTOR TO VERIFY SEWER M.H. &INVERT -I --- - ^I ELEVATIONS DURING CONSTRUCTION AND ALERT +T ,,,,"� ENGINEER IF SLOPE CHANGES ARE REQUIRED PER >WW W W W — W CONSTRUCTION NOTES O CONSTRUCT PAVEMENT (0.4' HMA/ 0.5' AB CLASS II) © CAL WATER WILL INSTALLWATER LCOORDINTAPATE TO O SAWCUT AS SHOWN AND DIRECTED BY THE ENGINEER w CONTRACTOR TO CONNECTION WITH CAL WATER 4 h^ O INSTALL 87 L.F. 6" D.I. FIRE WATER SERVICE PER ST -11, 12 O CONSTRUCT STANDARD CURB &GUTTER TYPE "B" PER COB ST -1 2 POSITIVE DRAINAGE AND E"'yITiW PP 10 INSTALL 87 L.F. 1" COPPER WATER SERVICE PER ST -11, 12 ® CONSTRUCT STANDARD COMBINATION SIDEWALK PER � N N M N M s "PER m CITY OF BAKERSFIELD ST -6, DATED 6/2/99 11 INSTALL 1" WATER METER CAL WATER SERVICE STANDARDS" O CONSTRUCT 36' 'WIDE DRIVE APPROACH PER COB ST -4 12 INSTALL 6" GATE VALVE "PER CAL WATER SERVICE STANDARDS" © CONSTRUCT SEWER MANHOLE PER COB SW -2 13 INSTALL DOUBLE DETECTOR CHECK ASSEMBLY PER W-18 O CONNECT TO EXISTING SEWER M.H WITH INSIDE DROP PER c2 a W COB SW -3, INV. 373.97, �o i INSTALL 140 L.F. 6" PVC SEWER LINE 0 1% PER ST -11, 12 w w OF TolSE f,ftokrew MAtri-rAwero \ 'EXISTING CURB +,10 h F 3'x56' PEDESTF EASEMENT PER PM 12244 EASEMENT 0Y5ef4A'rE INSre-uheNT 2k nm�^i Ml U U n ,yOG .�0GG4~i W vai t~ii Z O of q�Gp^ P G L rnW ♦P SS + N S N S SS +PSS SS SS N t — 932 30"W DD — —I APPROXIMATE LOCATION OF EXISTING S.M.H. LID COVERED BY PREVIOUS OVERLAY. 10" SEWER INV. ELEV. 369.4± (PER TRACT 1738 PLANS) �O9 6" FIRE WATER PER ADDENDUM B n9' SL-- --- �F- 12 — - - W W ,FH- W W W GENEVA AVENUE NOTES 1. CONTRACTOR SHALL CONFORM TO CITY OF BAKERSFIELD CONSTRUCTION HOUR(S) IF APPLICABLE. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND COORDINATE THEIR RELOCATION OR ADJUSTMENT IF ANY ARE APPLICABLE. 7+,00 3 W } m 3Ci co Ci 384--W W o - - --- - - - m -_ W W W Oi N _ N - __ N. W 38 ^a nX a a a to EXISTING FE G -1.159 RADE AT APPROX. 45.9' NORTH EXISTING FL GRADE AT APPROX. 45.9' NORTH 37 376-1---- 37 7+00 STATIONING BASED ON THE CENTERLINE OF GENEVA AVENUE UNLESS OTHERWISE NOTED 382 380 378 — 376 1 374 8+00 \ \ \ \ RIM=379.42 FL(N) 12"=370.26 FL(E) 12"=372.93 /S\ FL(W) 12"=370.19 SS SS SS 9+00 RW 58' 46' If 2' SAWCUT 4:1 I OR AS DIRECTED SLOPE BY CITY ENGINEER VARIES MAX P.G./FL 23-2.8% "12' SIDEWALK EXIS77NG PAVEMENT TYPE B CURB &� L0.40' HMA (TYPE A) GUTTER 0.50' A.B. (CLASS I/) " THROUGH 36' DRIVEWAY 1.5' LIMIT OF COMPAC770N MAINTAIN 4' MIN S/W AROUND 957 OF THE MAX DENSITY AS THE BACK OF DRIVEWAY PER DETERMINED BY ASTM 1557 COB ST -4 STA: 6+79.72-7-F77.82 HORIZ. 1"--10' GENEVA A VENUE VERT. 77=5.0, R VALUE=34 COMPACT TO 959' FULL PAVEMENT SECTION TO AT LEAST 1.0 FOOT UNDER AND EACH SIDE OF r X—CUTTERS AND COMMERCIAL DRIVE APPROACHES. I N 0 10 20 40 Horiz. 1"=20' Vert. 1"=2' RECORD DRAWING No. CrA155 Exp. 6-30-20 S 11- 1 ,;L-a11I V� CITY RECORDS NO: z -vim-r� 0� O CONFORM TO EXISTING a N w GRADES AND FIELD ADJUST 4 h^ l �- AS NEEDED TO ALLOW FOR V) N'o V� H 2 POSITIVE DRAINAGE AND E"'yITiW PP w SMOOTH TRANSITIONS � N N M N M s --17 ^� m A ?0mv 00 w m Z � c2 a W �o i 3 w w OF \ \ 'EXISTING CURB � & GUTTER Z a d 2k nm�^i Ml U U n ,yOG .�0GG4~i W vai t~ii Z O of q�Gp^ P G L rnW ♦P SS + N S N S SS +PSS SS SS N t — 932 30"W DD — —I APPROXIMATE LOCATION OF EXISTING S.M.H. LID COVERED BY PREVIOUS OVERLAY. 10" SEWER INV. ELEV. 369.4± (PER TRACT 1738 PLANS) �O9 6" FIRE WATER PER ADDENDUM B n9' SL-- --- �F- 12 — - - W W ,FH- W W W GENEVA AVENUE NOTES 1. CONTRACTOR SHALL CONFORM TO CITY OF BAKERSFIELD CONSTRUCTION HOUR(S) IF APPLICABLE. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND COORDINATE THEIR RELOCATION OR ADJUSTMENT IF ANY ARE APPLICABLE. 7+,00 3 W } m 3Ci co Ci 384--W W o - - --- - - - m -_ W W W Oi N _ N - __ N. W 38 ^a nX a a a to EXISTING FE G -1.159 RADE AT APPROX. 45.9' NORTH EXISTING FL GRADE AT APPROX. 45.9' NORTH 37 376-1---- 37 7+00 STATIONING BASED ON THE CENTERLINE OF GENEVA AVENUE UNLESS OTHERWISE NOTED 382 380 378 — 376 1 374 8+00 \ \ \ \ RIM=379.42 FL(N) 12"=370.26 FL(E) 12"=372.93 /S\ FL(W) 12"=370.19 SS SS SS 9+00 RW 58' 46' If 2' SAWCUT 4:1 I OR AS DIRECTED SLOPE BY CITY ENGINEER VARIES MAX P.G./FL 23-2.8% "12' SIDEWALK EXIS77NG PAVEMENT TYPE B CURB &� L0.40' HMA (TYPE A) GUTTER 0.50' A.B. (CLASS I/) " THROUGH 36' DRIVEWAY 1.5' LIMIT OF COMPAC770N MAINTAIN 4' MIN S/W AROUND 957 OF THE MAX DENSITY AS THE BACK OF DRIVEWAY PER DETERMINED BY ASTM 1557 COB ST -4 STA: 6+79.72-7-F77.82 HORIZ. 1"--10' GENEVA A VENUE VERT. 77=5.0, R VALUE=34 COMPACT TO 959' FULL PAVEMENT SECTION TO AT LEAST 1.0 FOOT UNDER AND EACH SIDE OF r X—CUTTERS AND COMMERCIAL DRIVE APPROACHES. I N 0 10 20 40 Horiz. 1"=20' Vert. 1"=2' RECORD DRAWING No. CrA155 Exp. 6-30-20 S 11- 1 ,;L-a11I V� CITY RECORDS NO: z -vim-r� u 0� O a N w O) l �- V) N'o V� H 2 E"'yITiW Urn w � N N M N M O m m Oo ?0mv u i EET NO. C2.4 a w Z w a WLn Oo ag w 00 w m Z � c2 a W �o CO w w CO � U Z a d Z w w aw O= U w CQ I. - F m U) 0 mi Q i EET NO. C2.4 It dpmf R/N w nfmrAC oak lap' mmrrtnl fo ar 6M cpm w dare Apravacon 2Af mar�Nys p� raw tp' 60' con. /4 Reba - 24" OC both anR send oidA eI WP'aodn, 2 - N Mabel ewuy ,In 20" darawe horn bottom of Amoral, SECTION A -A 04 & l NOT'S' domain 04 gone: I AM wdtmmdp and morwids shoe media to me ppmad'e /A Sections of saukq done approach beg emroe far mlcedewt .se, of in, ,saa6cntkvs amitkd State o, Cd'Amio. DTT, of shod be sanmt at the Tows of remind as aiwcred by the ply ErgMm Tmnspwration, Slmabrd Spesdcatham, fome0a know as Standard The section bang reacted stmt be a min. of 5.0'a Mgm ad sweats Spenfiroffons; narsel City appeared edits, Mal mg, rim exsfwg put or Brae was Rpk,..t .Md caik'm 1 A cvrmf 51rwf Pwmff sdued D (hc Cit r Rdabrrdd R.alic n dmensm dud bcnhan b the edpmt saufwg kmpmemsets Y Y° uAm umaria *afN Mrks Dparhmnt must ammod y of work wM h ply mgnt-of--pry J &a6grmr dna m coarlwfed bee fa gook, dud dam satin li. Sar ars being .placed mmy. be pawed agmsr wautkg parement W mmocted to ZZ of mowmum any vemmy m Mwmned by 4SRl d M Bard noodles, ad nM pew p'P'ow' 01 me Cay Crgawer ASW 0-1557 to a depth at 60' bene fW of wmynae Otherwise the afstwg parsrset Mme be mwcrl a con. 0120 Aar the edge of moral, W m diecfed Porement paten ewe confirm 4. Ca=& far dire W ,each dal cenMm to the regwwasafs of the to Its, rwuk oath, o/ Slddre Ddd ST -11 Standard Wiscolims Ad minar means, (mw cement cmtnf o1 12. pub and Wind ami body of cowmaeh Md be mated spar°lwy, 505 6/6 )d) Concrete shin roman no addures miss pin' ppowf not morotirhtMy is of timed from Or City Enyawa. 5 Tana tams drd be sdbcad en oar side priced nett fo me /J roW mmknam aeowd/e dire ppm eo, wool shay not sacecd 60X concrete ad ndi mt be less Man 15' thick after s rMc4 Frons of cmmnao6ll at'landy ppafy, bmtoge Law Women do mem and sngede std be whoa kremrdntdy pries to coracle p'waneal m show^ m qw woo skit, shoo be the lams of duct aWfame alm 6 Consist, eine he Immew annfq edged od but gin^ o kalif 14. Nim ppowd horn be City Eognva. told Woman, oidm, mann, crown &M, Mmredwlwy after fnshkg, dsedo 'paved ces slm4 engs may be statement to ST mgomsn to M-1 and M-2 uses sense recwro a umarm pplivlm of ends ptiynmled mm mo m°d high whom of moi -buck dud bads- um warm) containing b the Slo dod SgeciinGns Me rmoew sakce alma dab ha of nMwawn V'of AW 9h( ewe spvafe dies gpm°Wwy be kpt mast unit the drug eampmnd k 4pfkd IS A eauyf w rated m Slmalad Glc T -2a a as wpowe' by My E*., 7 Epdskn pots alias be monocled of both ads of ppcarb Nknewd Q'm gunk 20' deep sod be placed minter of cowman 16. we enh "oaf' cmawrfm s aamirled wlho a screw d deg ha sod at 10 max. )rwwh or m dearfe by Me City Engwra 17 B Fpanna'vn pent Mer moten'al she crossl d pe/armed slays d Poverty afootagertotfogde umMes dipve eclawy orderedsevordered bed by be Cittyl m dp:mf E,Kaws. drabk medwnt compo nal mat cmtwm Is me ra r arece at the 16 Sm /elk 63,; m nae d Has dire *,machsfoxbd Standard Spailwetms 9 Merz nee WmaM is bphg crosbuclM odpmsl to corning cab �45'fp dud gufta the easag cab aal gutter and be empArMy ramrod cod mgAxed with mead as dorm cow. No '.No oat's dowel lar commoredrincl,-NdMy arm approach I. M ,fit msWctkw. 97' 1� Neo S J0' a 40' Delesfdk W. Y� g 5ulom tp. both sites t t Mole 4 m Was 51-10 'rte, pct �A5'f 'F xQo' DO - g OPS K d t1 ova seri STANDARD. '"a' 4mrsw COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "B" w.ns Aerwom tum m CITY CF BAKH.D ST -4 PUBLIC NCNkSCALFO♦iiJA oeexxeuEr. 20" �R=05" R = 05° TYPE A" TYPE B" R = 05' 10" Rados 24' 0 r- R=05 R=A5' 5 , e L _ _ 12' 'GUT R 'w +Gdtar o dy cowed Mae Wp .W by City Ergines: 24' TYPE "C" NOTES 1. AM work slid cmfdm to the applkoth, sections of the Standard Specificatimg Store of carton; Department of Trmportat)n , petard cereal eoi'tion, and the laffowMg gonad antes, 2 Sa" prpdmfon for Toe "A, 'fl; and C' orbs send guttas amu be constructed nue to grade and sews section with cammtim of 90.8 to a depth of 6.0' blow me subgrade. 3 Concrete for orb and gutta shop be pews 3 and. she be within 25' to 55' sop. 4. ran* foam she be aufeced an the an the side placed mart to the cmarete and she# rat be has Moon 1.5' Mick after being surfaced 5 Tp and face drop be Livened snail, than gird a fend &re Nash find, 6. Mwm mating cum and guttas new to be replaced mw construction sand match existing construction udew ofhawisw drected by the City Engineer. 7 Connote doff curtain no adaftes; wow prior Wprorw' is obtained hon Me City Engin^. & Concrete .Md be cared will a Mite Agmenad cuing corpoud m #*g to scfwn 90-7018 of Ore date stand rd spa iflmtlms R Exfs7Mg sections of orb ad gutta- decd be saoxut m the limits of the deo to be reconstructed 10. Weakened tame pmts or role pink did be constructed of W Mtdwds. Epansid ,ants soap be at each sfde of structures and at ends of deb returns 11. Toe $' club and gutta is required an d tees of sbwts weess modiff is epmmy, permitted by the City Engined. 12. Toe A" orb ad gutter in permitted day Mae appeared w requaed by be City Engmmn 13 Tpe C cub may be permitted by me City Engem airy M Mende None pais and R -S -2.5A (Resiamild Smuba, TwrAnd-an half Acre MmMem Lot Sre) Zoe. 14. Ppwl Me dub ad gutter mnsbudm doff ardpoy acted wank. 15 Miao cansbuming new curb and gutter, the existing pmanent std be almost a mummer of 20' ham the Fp of the gutta or as divested by the City Ergnme, pass 2 Pallond Canard Cmcde Color and fiah t to mat Sures, adprent pardnseG d Existing n Porflmd Cement Comte 4^. Select Mated (d" quied) PATCH /N CONCRETE SURFACE Asmallic PantSawmt Bider shall avely for french widths: Adpdtk Pont MOTH A BMdd CLASS I BEDDING DIMENSION G l ExutMg Adpdf roe to amfam to rates 1, 2 n A _ both sides ands 1.0' up to 20• Commit Powmset AVm# Concrete 00000 12' Tpicd each side requirements as per the FLb'k 0 0 0 NOTES Class 11 Aggregate Base both sides I. A# woo m ado and mmadMs she# =farm 6.0" 0 0 0 0 to the requirements set forth M the Stwddd sodim, oma' will, T)pe fV pmtodesh) cd and a 5pe• Wflamilms State at California Department AS7M 01021"' TA _ of rmpwtom,',, approved onset ed'tid. orfzW _ 2 Sawcots slid be made proud or at rot 2 Bac,fill ogles to the carldMe of the sneer. PATCH IN ASPHALT CONCRETE SURFACE J Deem of select mmaid, if raquked, she# be determined M me Ned by the segina. W slid be glass or pdysdtmote plastic Aum slid be t7 4 patches less than 20' from costing patdres A4' Ashp ilt 100 walk (9500 nuns) an motor smile and 70 edges of pproat or gutta dead be extended to Mokde thentamedde isolated sh'wn m concrete Sn" A*aAic Paint Minch 9 pavement Erobng road liked sefnciog WW 5 Minium patch width she be 2.0' at its LU s areal dmmsion, ad= othawire dosed by 0 0 0 0 the city dgMea Q'elect listed f 0 0 0 0 0 Isee 6. Redeem sfandame SL/3 and ST -14 /or a oparovat Q cmpatien requirements Puff box Mad be we 3-1/2 and slid be hammed U)x within 5' of the ablest light and Mended Also win the 7. For patch M mphdt corerete Were otherwise 0 - dowel by Bre dry engined O puff bar far daboge (sec decd) Pd box ora slid . A. kml ^reels mMaman 04 asphutf concrete be maked to Monthly it m shunt lighting. Ad box BocMl ova 0.5' pass g oogggg'egais Lose B. Artaxd 07' slid be pmoat canade o dud cuedor meta mexmam osphdt carembe star L0' pass ff aggregate base PATCH IN ROAD MIXED SURFACE Q bar at the base of the pole she be f/0 min. said ar FlIfNAME: Stmadd deb return marts shad be 20'(6.1m) min. an load sheets and 30' (91m) min. d d atalds and cd/ecras or Aims at ihldwabous with arterials in, cdkcrds w a, directed by the City Engined. Curb & arra NOTES Epaosm Ned'ened knit Plane ,bi .A e 15' 4.6m Nax betwese pink � Rg67-o%way 20'(6.1m) x 20'(6.1m) connote, / w/excpbon far sfgad Mothers aw Std T -3J 3' (Aglm) I r/ M future % oploeild n 4g intersection h� Vdmble + Varmble 1. As work Md conform to the pp/kobk sesl)ns of the spedkotiaos seh'fkd 'Stardom .Soen'6catians State of CM'/owrk Department of bangrwtatio, approval meant author. 2 Subgade preparafid she# be constructed true to grade and mss section, with copoction of SIX to a dpm of 0.5' (015^). J Garanti she be oars A' and shad he. o slum between 25" (6,Smm) oil 55' (140,mm). Ite adtace shall be fmiMed to gives and Ames meta n wfm a dot famed smmm, ad fmuhed wan o b mm. 4. Caamis she conks no mothims Wan prior ppow, fs allowed from the City England, 5 Coders, Md be cured rim a Mite--pgnented curig Aamomd camprying to Section 90-7018 of the Standard spaelf ahms. 6. queened Plane Jdh1s shop be wste#ed at 15' (4.6m) Mte ms and eipmslm ports at 60' (16Jm) Mtawh, Evearon ,oats rad be coated such side of a cm,,,b e and at the and of orb returns. 7. Evershe, pill fide matdfd smell onset of pre famed all* of a &we* msdient compound. 4.0' (1Wmn) 4.5'(1.4m) Jinimum d d teem de col ( 1 hon (ism) MMMwm m e# are, . cdarws byselools the hapitds cwnmaciN, wdrabim; d m Orected by me Qty Engineer. 6.0' (1.&m) bothrum an meandaiog smexnk. & So walks slid be scored to o mins. cpm of 0125" (Som) unless omamtise directed by the City Eragsn . 9. New s)ewa4 crosrructicn M bods wan esechag ndemak she Curtis. w drwmsm and /surto to those h pica or m ohecfed by the City Cnginm. /A Existing sidewalk Ad be smwut aid mnowd at the fist scarwg Iwe at or beyond the planedibMt. It. A permit no, sdnofk cdsmucher and reconstruction sAu aecanpany uchml work. 12 Any comm, in 7niM, cola, m maferfd, lawn standard wtl require 4W& from the milady agency iJ Trmdtions n ddewok tow must be 4o woo by me City fngxa FlIENrME Standard curb & gutter Tjpe 3 Asphalt Comte NOTES 1. Poemset Moo be Fps 3 aspedt concrete (AC) meeting Me requirements of Section 39 o/ the State of California Opwtmeal of TrarspWafim, Standard Spemficathers; Wpowd ameot *dim, adess othawue required by Its City Engem: 2 Aggregate base slid be pass ff ayapte base mk ming to Swim 26 of the State Standard Sped adios 3 Slouched swAi s far u sheets Md be designed using haft indexes M ocroadm with the podskas of Section 531.2 o/ the .5)md'esm and Engineering Dex'ge Maud 4. Su test data used in the deals, cdcdatwn she be Au awned by a sal testing laboratory, rgwd to be ended and sealed by a ticrosed myw,ar. S Minkmm AC mik)wss M to be 0.2' Tpe 3 Minbnum Aggregate )loses to be 0.4f 6. A miry Nato, of 0.2 shad be ppired M povemmt cdadatims Permanent BadW cmnsexted to 95F relati e comadw he roadway dread train JO' bepnd bad: of curb, e.hoong d but the ata I.0' of the medico amp and M ueys wibM the existing accepted modmoy Bdkfficomply tine In l? to r90R s, rompmb'd in d other oem Boom n lips zone comported to 90R nature cmnpacfkn. shall avely for french widths: PIPE MOTH A BmkfM materiel wifnM Nre peps CLASS I BEDDING DIMENSION G OR SLURRY roe to amfam to rates 1, 2 n A _ both sides ands 1.0' up to 20• 1.0' wider 6.0" wider ++ fel puNk utilities, crosWctim both sides both sides requirements as per the FLb'k 1.5' wider moara tables command oso" orders both sides both sides 6.0" 00 BedGnq MataW it sodim, oma' will, T)pe fV pmtodesh) cd and a 5pe• AS7M 01021"' TA NOTES 1. fl kfM hr Riga Abe. BmkMl matdiol within the Pas rare slid be law o7 odeless than 0 Mnoulid s and she hone a Sand fhq gradert of not less than 10 dud she c Pence to the sing T 9' Stere Sze Percentage passing 3/4' 107 Na 4 35-100 Na ul 20-100 aced oak (I O' bmeta)/ slid be placed , mt to exceed are loot (1.0' chase) )vias s, mt to dam ge sect ode of the Wye Tp such a name re rat to domge a *W the Wye m fk dgnment oil grade. Each ) she bevia' thoroughly cap- ered by completed tamping. Back!✓l o rode' ft be pr[pa/y compmred ro pringne oda to proceeding. 2 Boum for team!, Wye Ppe and fittings she# be installed M acwodanm wan the carrot ASTM specification 0-2321. Gey cross I and ff aMednmt ^maids within the p o, was win be cosMaed suftdle. MM) the pipe ma woo Roodng and pang she not be used /d ba kfM compactlao far flexible pee be bedMV and mandong Md be hand placed to the .Song line of the owns and prawy co porled far sear mon; pass l heading u rewded for today and haft dog. Coe slid be film mt to d'doome the pee the rem blig bmW M Me lope zee rad be hod placed and comported w lifts mt to exceed 6.0' thickm re, Bad1N moterd and be ppedy, compacted to sDrMglrre pia' to pmcmft J Backe mataidl now the pee zww she be bee r of de'eraeat marabd oil w stiles exceeft mt I to e w greatest dmmnm and dog be paced M rat to exceed one foot (1.0' bore) byas and con )via did be tharWgh y compacted by meshdhkd tamfay. & A compaction of 908 dap be obtano d hes a mMMmm of 60' bdow Ore OW479 Pim. Depth 'r shill be M con/dmanm with The following tui' Tralk Meer .1. JO - SO Ll' 55-65 LS' 7.0 - &0 2.0' 85 o more 25' 9. for Asphalt Paring Notes me Sta ird Speed Promians located M the SmdMd ass Dexcpa Maned. R6NAMC Fmuo Godo + Depth wrks dipmdwg an the strset's Tmfflc index (T.L). See Talk 7 below wm ZoneTAPE S" iRAFRC kWAEX OEPTI JO - 50 1.2' i 5.5-6.5 1.5' 70-90 2.0' 85 CR MOPE 25' I �.. i ...... ..............Bakel cosmac0R hn to 9 pp rMatiw campacMan A Sw ttppa fast of pipe rare shall be 1.0' above top of pee bel or the misEe dometa = of pan, and mar Pwne or conowt 4. Testing of bwkfd mmsda's sing be M womiznce win the task luted in Section 6-301 of the State Standard Spediwations (a ASR) 01557, Method 'C7 hx benct width greats, than 1.0' ff tench width is less than 1.0: Nmkfid win 2 stuck scary. 5. C tion task wel be fired and staff be the re s- aTprw regi pan mfflf o/ the be Subddda CdbaHar. me nada Y realer/ / W location o/ the tests Md be mermMed by the tests Engineer. h, Tw tests sod be M St addce with me teak luted D Sestbr 6,101 of ties State Standard SpmiDcatiws (w A5R1 D1557, Method $ ). 6. Each how, of Nickel material shad meet the mixermn,, send eguiwleat and gmdut)n requirements before the next Javier u placed 7. far portant patches wthi, pared ams .see standard showing ST -11 M this de* trained TABLE A" The ion/owina shall avely for french widths: PIPE MOTH IN GREATEST TAMPING CLASS I BEDDING DIMENSION steel cap With OR SLURRY 1.0' or hiss 1.0' wider 4.0 wider C C d both sides both sides 1.0' up to 20• 1.0' wider 6.0" wider Depdtmset o/ Transpatot)n, amort edtfoa and both sides both sides 20' 1.5' wider 1.0' wfdd- w more both sides both sides L 1.13" AN, Dm 4 00625° Wink baM Aide 11.5' max. belt cede BASE PLATE (PLAN) Pub Bo; .rem - standard 57--24 sheet side BASE PLATE (PROFILE) TYPICAL STREET LIGHT & PULL BOX LOCATION DETAILS Ught Pee - Right-of--my7�_ O OnNmmy Pad Bac we mandad ST -24 dsectkn of boPw .t♦ STREET LIGHT & PULL BOX LOCATION AT DRIVEWAYS FlUDI� CITY RECORDS PiO. RECORD DRAWING M NOTES Cast bon w W W ^; Alf work slid canlam to me ppficdle sections of the "Standard steel cap With Nc VI_42 Wed6eaNms emitted .Seecifthons State of 'ret 'nrewa C C d 6.0, c li o), Business and TmnpoYotkn Agency, toU J oar! to ZNtoM Depdtmset o/ Transpatot)n, amort edtfoa and J � N N 1 Pry4O a) r Made speck/ proNdm£ O Y m ro ao 00 mo Lea iwbe she# be calm hand type, high pressure ,may 00 W sodim, oma' will, T)pe fV pmtodesh) cd and a v O Q> boast end; Porkies 55 rots In the Laub. A Tpe IV W orfzW C7 rebactor, And be used at Mtersedf er; and a Tpe ff 2 C0 two-way, shad be used at mid -Nod: lamins Los W slid be glass or pdysdtmote plastic Aum slid be t7 C0 WU 100 walk (9500 nuns) an motor smile and 70 G � watts (MX lomat) m had street WW Steel pans most din, and cam cmmclim, slwN LU removal to State Standards for Tpe 15 fighting standard with 6' mrnf arm Commie ar a'umfmrn w_wcc Isee pass may else be used Smmft spaAcuffa rs for a oparovat Q 2 U Puff box Mad be we 3-1/2 and slid be hammed U)x within 5' of the ablest light and Mended Also win the 0 s'*.& Goin (J/4nae) ,Mad be placed crew me O puff bar far daboge (sec decd) Pd box ora slid m be maked to Monthly it m shunt lighting. Ad box O U slid be pmoat canade o Nb Mg from W utMfy canmmy, seMm box to the pup Q bar at the base of the pole she be f/0 min. said ar See data# ST -26 Air mounted street stranded copper' Pre uNity cannpmy, shad be mtified lot numb-* afar fa and a repmartatAe slid be present dam m wok wiMin the utdR ar i scare bar. Y Y cam Y MNmg N 4.0'x 6.5 Hmutmk ore trainMetbe puff Dar M the n be jth min. -T-- o w win 025' x 1.5" odic o sbmro'e0 cpper Nfloye bon the uNied mnfwsement ring wddN to mklde of hole. �°nysarike b°'x to the kmMde slid mf exreed a page ion 58 tallage at pre utility company satire her sod be I} 120V. (240 V. may be used in Asia rmsmsfanes A5' 1J NC gro adm9 nut indent to soaped to the approval of me ply fro w). its* of pole opposite handhofe trouncing axe from Me bloods, to the grounding red c slid be 08 bare ceps: An w -line Ase M fire 12'x 12' x i0' Bow ungrounded cmdretd or codictos airy and o F e plate (see deed now). x lY log copper or copper dad quad ding rod s5d be fseated n the puff ba 4 ASTM A-307 odor bats 1.0'x JO' x 4.0' with Aa mut krwing rat and fes washes Ar Whom M the pd bar Md be t4W and waheproo/md each bull with m ppared dechicd coating. Carduft she# be 1-1/2' mwwum dmmenter shedile 46 rigid manmetu) conduit emkmong to lit. Standard 20' mos grout under bear after ferNing Ile 651. Ow WI slid haw a mwimad rose, of 18' See Stddad Data# ST -24. Similar movif may be used Mere the tpe o/ pole - win mt accept 1-1/2' cordat smpet to the appmrd of the Chy Engnear • LS ' Cadent with Cutworm sled pok and most dun after carting, 1.5 min. manus Dad homing and wddmg w conformance with ASTM A 123 y •ry_- . Golwm¢e d rammNe path Mdi,*9 mow bats ea cmfmrmdce with ASTM A 15J Gass J //an- RM,.E c'moEV nerhrced 6dd- ad mmemd STANDARD .372798 CITY RECORDS PiO. RECORD DRAWING f� M .yQAi W W ^; iQ�pON Nc VI_42 O r � o � C C d X v gHrs oma QJW WUj_ toU J oar! to ZNtoM J � N N 1 Pry4O a) r O Y m ro ao 00 mo f� M .yQAi W W ^; iQ�pON O r w:A r'y C C d X v gHrs oma ti M a o ape m QZr. i J � N N L! J Q W 00 W XC mQ 00 W Q v O Q> W W orfzW C7 2 C0 f� .yQAi W z C L! J Q W 00 Q� �� mQ 00 W Q Z Q> Q W orfzW .c 2 C0 W t7 C0 WU C2.5 G � U WW d LU = w_wcc Isee a Q 2 U W Y U)x m Q 0 O m O U Q No. 15 .yQAi Eo.0250 C mQ . Q N: .c 2 2 SHEET NO. C2.5 20' Mn Aline ismiag and atgaby sewers on a mmlwa wry ra -. sin, extend rower balm of t L lawns 80' beyond msde of waw and shpe tmnsban waned bereese woos of lower halms of piles News ho mmg and algang sewers in a mmdwe we of the same diameter,, the top - hdf of ppe shop any be remssd between arks and the broke edges shop be pbataed amorh Pith meet maria. PLAN AT SURFACE P.CC .slab not to be pared seta /-- pm. is in place Sob and ad / to be a65- to 025' RIGHT-OF-WAY GROUND 00 O �- UTILITY CONDUITS SEWER LATERAL NOTES 1 r r, �PAN And PLAN AT BOTTOM L Al work shell Canham to the applicable sections of the peciFit bans anNOed 'Sta Ard Spedlcob'ans Stole of Cdifank, Department of Trorpcdabon; apmed oaraut edition. 2 Ad unfxad manhole Plats shop be heed wish Kant .end or pprowd Nock mastic squat. bane of manholes must be mastered and nemy, raked m wW an mod, ofppa 3 Pre cast rdnfvred mwrhde senfuns shop be constructed n accordance with Ore Pmwsans of A57M C-474 want efitron. 4. As .ewer manhole; for sewn /nes Anger than 18' Aa dbeeter, she# be teed with 7-Lod'or perowel equal 5 Daa.te pod wap be weed with a Mite pgmted a hag capaund a per rection 90-ZOIU of The stmdad p-lbalans. 6. See standard drm Mg SW -6 hY bonne, toss; and dap manhole detals 7 AN wanness shag be moth fnfMwi with sled Crowd Shelf shay be brown hewed for sip mssteace STANDARD MANHOLE TYPE 'A" CITY OF BAKERSIFS D CALIFORNIA JC WORKS pEPI 02'x 0.3' x 20' WOOD STAKE TAL CTR MESTAKE ACCEPTABLE K M CAC�25' MIN. � W7RE PLUG, SOLVENT WELDED OR RUBBER GASKETED CAP �{ 4.0' MIN. NOTES 1. STAMP S" INTO CURB FACE OVER SEWER LATERAL. 2. ENSURE 5.0' MINIMUM COVER AND 7.0' MAMMUM COVER AT PROPERTY LINE AND 5.3' MINIMUM AT FLOWUNE. 3. LATERALS LOCATED SO NOT TO CONFLICT WITH UTILITIES. SW -2 I SW-IREVI Cemsel Jaknt Caps Tamed by.. hate art nto ach beg new mom she# - be plugged with pare- before mantleg Oo not use oakum. PLAN NEW 23' 45' Max. :'rmst�pat extd ntom. ELEVA PON Shensi &Fmsh20' x 20'P.CC Mn. .O5'Rod Z0' x Z17'PrC Mar (daMJ � � 20'x-20'Canaele20' Foedatkn CLEANOUT SECTION NOTES: I. Ad work wok conform to Ore pWknMe suds ns of the pedr"Moms settled 'Standard SpecMcatfar; State of California Bushes and Tranpatotia, Agemy, Oportmmt of TranepataloT' aprorsd current edition. 1. Pipe materM she# meet U..2 J. AN chaste shat be Dass i1" 4. Clemrcut borne and cow chop conform to the City of Managed standard SII' -6. 5 Carcrek shop ham no addDms udess imor written Wrong is abtaaed hen the City Cngleser. 6. Concrete shag be awed with o Mute pgmented curiq Cagamd pe Set 90-7.0/8 of the staled pets 7. Tp of dab she# be bowie( small and aider a hot Moon fwdsh. 3 95X rekhm axnpactur k replan per city std ST -13 NOTES 1. For Pore 60' to LO' n dumeter, a pcarsed contractor who has the proper equoment and permits is conaiMeW an oPTroved elect and may care neo the city's /ores or seam a anion, and construct a Wye or tee For pees 18"or kW a monhok must be constructed Miele college are made. The chy hpate most observe the nstelkricn of saddles to cares 2 Wri6N coy ppe saddles shsq be extra strength day Poe and shag comem to Ore requirements of the West Corel Staichrds of Ore day ppe mstf lute. 3 VCP sondes may ham after lugs or calms 4. The bap Me# be We circular and aancenbic with the Men of the ppe and sharp be scored an the Mlle of its entNe depth. 5 (Re irgs n asking sewn Bred be mode oMy large enough to admit aq of saddle Mang Lugs ar calors not msing an ppe .Meq be blacked p and seated with posy give. 6. All nsa9othnr shat be npectbe by the Robs Arks Dpnrtmcnt of the airy of BekershAt pixw to bakfil. 7. Fe PW and ABS ppe. Mtkgs shop be npctlm molded and shoe he nsrdkd n lone an new p0bw cut -he frltlegs are not permitted an new subdlmvars or oew new mon Aires 8 PIC or ABS soddre and be robber gasketed and shop be fastened by stakokss sled bands RCC stab not to be panned a8 poria k m place -Sonat R Fnmh .05' Rad COMPACTION DETAIL 9. Brddng paper m plosix we# be place/ between the 05' evamb, tau divian and 4.5' dab. to IM cadty between ppe and calm with "W to wfthn 05' of top of ppe Calk ramnlel 0.5' with oppromd mastic to tp of ppe Aar miff sighs eat. 71. Cara shad be VCP, AB$ or POC ppe 12 Fidwhed PCC dab to be 0125' ern. and 0.25' orae below 6nbhed powbg swine. i AME SW-YrtV GENERAL NOTES: i. INSTALLA ftDW OF 7TRE SERWCE" MAY ONLY BE MADE BY CONTRACTORS WTI A CLASS A' OR 'C-34' CONTRACTOR'S LICENSE. 2 BACKFLOW PREVENTION MAY BE R£OUIRED BY THE CITY OF BAKERSFIELD. J. HOT TAP REQUIRES A STAINLESS STEEL TAPPING SLEEVE: TYPICAL NEW INSTALLATION F£BCO MODEL 856 IN-LINE DOUBLE CHECK DETECTOR ASSEMBL OUTDOOR INSTALLAnON OS&Y GATES TYPICAL HOT TAP INSTALLATION 12" Min CONSTRUCTION NOTES: Q CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED GROUND. © PUSH -OV BY FLANGE TEE - NEW CONSTRUCTION OR APPROVED TAPPING SLEEVE. © FLANGE X PUSH -ON VALVE OR FIANCE X FLANGE VALVE IF INSTALLING A SPOOL, USE Cl. ADAISTABLE VALVE BOX W7H LOCKING UD. OQ PUSH ON BY FLANGE ADAPTOR OR MJX.. FLANGE ADAPTOR. Q ABOVE GROUND DOUBLE DETECTOR CHECK VALVE (FESCO MODEL 856 MIN. OR APPROVED EQUAL). AL )£RNA/E LLKATTOV TO BE (ISD WMN RIE SYYWMK EXIDWS FROW RM awR RT RR'N70'ERrY LMM PAffnakAMY N OWMCRO AREAS A kMMRRI Or 4'(1.2m) OFAWa IS REOM!!D n?OW BAIT/ OF SMV" TO EDGE PE M POST. WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA TYPICAL FIRE SERVICE DETAIL I W-18 V. 01-9-0 MIEN RACED LN ENSRNC 9WWAK Q WAIW SNAIL of COPE 0RALED. `J +.� I-►- 8i20Onm) MN SIE CY SOI PAIRS 9MLL PE AMA O AS STAADARD LMMT7E0 N 8th CAL WAS 7RMX MMA LS ORM OMP .22T /5 SPECIFIED ELSEWERE. SYN PAWL MUCRWIY GRAVIES SRP SOK R AL ORR RQ40SW 9W -- IM NIENSTY RUE 90 NAVES 91411 PE MOMI7E0 WN HANUZ MZG ..%WS LiOT AIM VAAOAL PROOF M/7 A.i.9'N&Y OR APPROVED CWAL 90S LUNIM CN 9M OR ORMR POLES MAIL PE AABDO WN STAM4ESS SEL SNAPS AA® HAWTNS AUG SERFS BGT AIM VAINAC PROOF MIT ASOMY OR APPROVED EDTA. NMIM HGLS 9/ALL NOT EXCEED MARTIN OF BLOT MORE THAN 1176' (LSmm) TCP OF POST K TO PE MOW TOP OF 9:X/ PAW BY NO MOPE RM LS' (38 ren) Y BSS (1Ixe) CALVAMIEO SIM PITY PER AMOM FEW G! Of SOfWALK fi x1'4 B(l56Wm x 6nm) ROO OR 80L CONOTER C WU ea r DETAI D A concrete scale , a'"' PoWonam 6.0' Min. WWW GEG "j. 2.0' .~m d' MISCELLANEOUS SIGN DETAIL o Standard Nanik* Cora �. 7 scaE and cele par dry a err"am stanal rd SW -6 CITY 817 gg AUFORNRASFIELD 4.0' Afate Sed 0 T-2 U U M Standard Ta Cawhuct km* Drop W I- CO 4 '� Water Sed (mbber gaskd) at equalYn. W 2 stainless steel saw at mar. Ustances CO 30 pang attached to manhole m ..-:4.0' Mn. MAK with standees hadwore oar W <� ,'c;• .�.. ^.'d _ S7mdmd 90' Elbow w w: m PO' Dons A' Concrete ban R > INSIDE DROP 40' Pomrnset Z w NOTES: LLI.. L Ad work shill confirm to the app/lcabre m Steadied Manhole sectnns of One pecificatfons enb'Ned Corm and Copy Standard Spaf nathe% State of Cufilx ¢ O per SM SW -6 Dpe-tmenl of Transportation, adopted current edLnn. m 2 DAP manncdre no any be asow d with Meta Sed Me ppmrd of the City Engnee: 4.0' Standard Tee 3 Al manholes rhe# conform to Ser. 323 Of the mamd ted Water Sed 4. Map meande is any allowed if dao dateace (robber gasket) is 30' or greats w Maxinmm skpe dmwan lease Marshall. `•: 4.0' Mn. 0 0 -y` r PLE.AVE' sw-.E STANDARD a • j• ..Dara MANHOLE TYPE "A" AO' 'A'LLwete is. SAW INSIDE AND Smdad 90' mow OUTSIDE DROP MT% war wW-3 OUTSIDE DROP CRY OF BAKE iBFlELD S CALFOFM S err a/Jwat mom M s DEPne1 T Cemsel Jaknt Caps Tamed by.. hate art nto ach beg new mom she# - be plugged with pare- before mantleg Oo not use oakum. PLAN NEW 23' 45' Max. :'rmst�pat extd ntom. ELEVA PON Shensi &Fmsh20' x 20'P.CC Mn. .O5'Rod Z0' x Z17'PrC Mar (daMJ � � 20'x-20'Canaele20' Foedatkn CLEANOUT SECTION NOTES: I. Ad work wok conform to Ore pWknMe suds ns of the pedr"Moms settled 'Standard SpecMcatfar; State of California Bushes and Tranpatotia, Agemy, Oportmmt of TranepataloT' aprorsd current edition. 1. Pipe materM she# meet U..2 J. AN chaste shat be Dass i1" 4. Clemrcut borne and cow chop conform to the City of Managed standard SII' -6. 5 Carcrek shop ham no addDms udess imor written Wrong is abtaaed hen the City Cngleser. 6. Concrete shag be awed with o Mute pgmented curiq Cagamd pe Set 90-7.0/8 of the staled pets 7. Tp of dab she# be bowie( small and aider a hot Moon fwdsh. 3 95X rekhm axnpactur k replan per city std ST -13 NOTES 1. For Pore 60' to LO' n dumeter, a pcarsed contractor who has the proper equoment and permits is conaiMeW an oPTroved elect and may care neo the city's /ores or seam a anion, and construct a Wye or tee For pees 18"or kW a monhok must be constructed Miele college are made. The chy hpate most observe the nstelkricn of saddles to cares 2 Wri6N coy ppe saddles shsq be extra strength day Poe and shag comem to Ore requirements of the West Corel Staichrds of Ore day ppe mstf lute. 3 VCP sondes may ham after lugs or calms 4. The bap Me# be We circular and aancenbic with the Men of the ppe and sharp be scored an the Mlle of its entNe depth. 5 (Re irgs n asking sewn Bred be mode oMy large enough to admit aq of saddle Mang Lugs ar calors not msing an ppe .Meq be blacked p and seated with posy give. 6. All nsa9othnr shat be npectbe by the Robs Arks Dpnrtmcnt of the airy of BekershAt pixw to bakfil. 7. Fe PW and ABS ppe. Mtkgs shop be npctlm molded and shoe he nsrdkd n lone an new p0bw cut -he frltlegs are not permitted an new subdlmvars or oew new mon Aires 8 PIC or ABS soddre and be robber gasketed and shop be fastened by stakokss sled bands RCC stab not to be panned a8 poria k m place -Sonat R Fnmh .05' Rad COMPACTION DETAIL 9. Brddng paper m plosix we# be place/ between the 05' evamb, tau divian and 4.5' dab. to IM cadty between ppe and calm with "W to wfthn 05' of top of ppe Calk ramnlel 0.5' with oppromd mastic to tp of ppe Aar miff sighs eat. 71. Cara shad be VCP, AB$ or POC ppe 12 Fidwhed PCC dab to be 0125' ern. and 0.25' orae below 6nbhed powbg swine. i AME SW-YrtV GENERAL NOTES: i. INSTALLA ftDW OF 7TRE SERWCE" MAY ONLY BE MADE BY CONTRACTORS WTI A CLASS A' OR 'C-34' CONTRACTOR'S LICENSE. 2 BACKFLOW PREVENTION MAY BE R£OUIRED BY THE CITY OF BAKERSFIELD. J. HOT TAP REQUIRES A STAINLESS STEEL TAPPING SLEEVE: TYPICAL NEW INSTALLATION F£BCO MODEL 856 IN-LINE DOUBLE CHECK DETECTOR ASSEMBL OUTDOOR INSTALLAnON OS&Y GATES TYPICAL HOT TAP INSTALLATION 12" Min CONSTRUCTION NOTES: Q CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED GROUND. © PUSH -OV BY FLANGE TEE - NEW CONSTRUCTION OR APPROVED TAPPING SLEEVE. © FLANGE X PUSH -ON VALVE OR FIANCE X FLANGE VALVE IF INSTALLING A SPOOL, USE Cl. ADAISTABLE VALVE BOX W7H LOCKING UD. OQ PUSH ON BY FLANGE ADAPTOR OR MJX.. FLANGE ADAPTOR. Q ABOVE GROUND DOUBLE DETECTOR CHECK VALVE (FESCO MODEL 856 MIN. OR APPROVED EQUAL). AL )£RNA/E LLKATTOV TO BE (ISD WMN RIE SYYWMK EXIDWS FROW RM awR RT RR'N70'ERrY LMM PAffnakAMY N OWMCRO AREAS A kMMRRI Or 4'(1.2m) OFAWa IS REOM!!D n?OW BAIT/ OF SMV" TO EDGE PE M POST. WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA TYPICAL FIRE SERVICE DETAIL I W-18 V. 01-9-0 MIEN RACED LN ENSRNC 9WWAK Q WAIW SNAIL of COPE 0RALED. `J +.� I-►- 8i20Onm) MN SIE CY SOI PAIRS 9MLL PE AMA O AS STAADARD LMMT7E0 N 8th CAL WAS 7RMX MMA LS ORM OMP .22T /5 SPECIFIED ELSEWERE. SYN PAWL MUCRWIY GRAVIES SRP SOK R AL ORR RQ40SW 9W -- IM NIENSTY RUE 90 NAVES 91411 PE MOMI7E0 WN HANUZ MZG ..%WS LiOT AIM VAAOAL PROOF M/7 A.i.9'N&Y OR APPROVED CWAL 90S LUNIM CN 9M OR ORMR POLES MAIL PE AABDO WN STAM4ESS SEL SNAPS AA® HAWTNS AUG SERFS BGT AIM VAINAC PROOF MIT ASOMY OR APPROVED EDTA. NMIM HGLS 9/ALL NOT EXCEED MARTIN OF BLOT MORE THAN 1176' (LSmm) TCP OF POST K TO PE MOW TOP OF 9:X/ PAW BY NO MOPE RM LS' (38 ren) Y BSS (1Ixe) CALVAMIEO SIM PITY PER AMOM FEW G! 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