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HomeMy WebLinkAbout5.1-11934ASPHALT CONCRETE PAVING NOTES: 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE 'B' (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE ", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF 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 FOR 3/4 INCH MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE 'B' (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR 'STEAM- REFINED PAVING ASPHALTS ", IN SECTION 92 -1.02, 'GRADES ", OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS 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 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 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 TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH 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 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 COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 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 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. 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 DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVE WHERE SHOWN ON THE PLANS AND AS DIRECTED BY 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 OPERATIONS 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 OTHER APPROVED BOND BREAKER, 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 OPERA1IONS 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 'E" 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. 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 'GREENBOOK....... ...WHICH ALLOWS UP TO 50% 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 OT 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 SPECIFICATION SECTION 19 -1.03 PER THE 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 THE 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 VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. STANDARD NOTES. 1. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT -OF -WAY. 2. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. 3. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 4. THE CONTRACTOR SHALL MOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT -OF -WAY AS DIRECTED BY THE CITY ENGINEER. PRIOR TO THE AGGREGATE BASE BEING INSTALLED. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING 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 AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FOR THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS. 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN 24 HOURS NOTICE. THE SECTION MAT BE NOTIFIED AT (661) 326 -3049. 8. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 9. JOHN R. WILSON CIVIL ENGINEERING SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY JOHN R. WILSON CIVIL ENGINEERING. 10. COMPACTION TEST WILL BE THE RESPONSIBILITY OF THE CONTRACTOR/ DEVELOPER. NUMBER AND LOCATION OF THE TEST TO BE DETERMINED BY THE CITY ENGINEER. 11. WARNING /REGULATORY SIGN PANELS SHALL BE MOUNTED ON POSTS W /HAWKINS M2G SERIES BOLT & VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T -19 SHALL BE LOCATED WITHIN SIDEWALK 6 INCHES FROM BACK. 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION (1- 800 - 642 - 2444). 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTING 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 THE ISSUANCE OF THE PERMIT. 14. 95% COMPACTION UNDER A MINIMUM OF ONE (1) FOOT ON EACH SIDE OF ALL CROSS GUTTERS TO A DEPTH OF ONE (1) FOOT. 15. ALL STATIONS AND ELEVATORS ARE TO GUTTER FLOWLINES UNLESS OTHERWISE INDICATED. ALL CURB RETURNS GRADIENTS ARE 0.50% UNLESS OTHERWISE INDICATED. 16. ALL UTILITY MANHOLES AND VAULTS SHALL BE RAISED TO FINISHED GRADE. 17. PRIOR TO THE PLACEMENT OF AGGREGATE BASE ON ANY STREET, THE SUBDIVIDER SHALL PROVIDE THE CITY ENGINEER FOR APPROVAL, A SOILS REPORT SHOWING THAT A MINIMUM R -VALUE OF 55 EXISTS ON ALL STREETS. 18. ALL DRIVEWAY WIDTHS & LOCATIONS SHALL BE IN ACCORDANCE WITH C.O.B. STD. T -12. CITY STREET IMPROVE MEW NOMS: 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY THE CITY OF BAKERSFIELD ORDINANCE PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT -OF -WAY AS DIRECTED BY THE ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE IN ACCORDANCE WITH THE CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6 ". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 8. ALL CONCRETE SHALL BE COMPOSED OF CLASS B 5 SACK CEMENT. MINIMUM CEMENT CONTENT OF 470 LBS./ CU. YD. AND A MAXIMUM WATER / CEMENT RATIO OF 0.50. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PFOVISIONS FOR FOG SEAL IN SECTION 37, BITUMUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11, ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 12. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (AS SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 13. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2C SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T -19 SHALL BE LOCATED WITHIN THE SIDEWALK 6" FROM BACK. 14. SEE WATER AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. 15. IT IS UNLAWFUL FOR ANY PERSON TO DO, OR CAUSE TO BE DONE, ANY OF THE FOLLOWING ACTS WITHIN THE UNINCORPORATED AREAS OF THE COUNTY: TO CREATE NOISE FROM CONSTRUCTION, BETWEEN THE HOURS OF NINE (9:00) P.M. AND SIX (6:00) A.M. ON WEEKDAYS AND NINE (9:00) P.M. AND EIGHT (8:00) A.M. ON WEEKENDS, WHICH IS AUDIBLE TO A PERSON WITH AVERAGE HEARING FACULTIES OR CAPACITY AT A DISTANCE OF ONE HUNDRED FIFTY (150) FEET FROM THE CONSTRUCTION SITE, IF THE CONSTRUCTION SITE IS WITHIN ONE THOUSAND (1,000) FEET OF AN OCCUOIED RESIDENTIAL DWELLING EXCEPT WHERE THE DIRECTOR OF THE DEVELOPMENT SERVICES AGENCY OR HIS DESIGNATED REPRESENTATIVE MAY FOR GOOD CAUSE EXEMPT SOME CONSTRUCTION WORK FOR A LIMITED TIME. 16. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326 -3049. 17. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 18. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 19. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SUBDIVIDER /CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 20. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. 21. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 22. STREETLIGHT LUMINARIES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86- -6.01 OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER. 23, 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. STREET IMPROVEMENT PLANS VESTING TENTATIVE PARCEL MAP N0. 11934 NORIEGA ROAD AND ALLEN ROAD CITY OF BAKERSFIELD, COUNTY OF KERN, CA ENGINEER: JOHN R. WILSON - CIVIL ENGINEER 2012 "E" STREET BAKERSFIELD, CALIFORNIA 93301 TEL; (661) 325 -4862 I ! � � �� M-1 �1! P09 ii� BEDFORD FAMILY TRUST 12625 JOMANI DRIVE, SUITE 105 BAKERSFIELD, CA 93312 TEL: (661) 589 -0674 ITEMS QUANTITY 0.25' AC j 0.35' AB 21,000 S.F, TYPE "B" CURB & GUTTER 580 L.F. 5.00' WIDE SIDEWALK 27,600 S.F. HANDICAP RAMPS 5 EA. STREET NAME SIGNS 1 EA. 9500 -LUMEN STREET LIGHTS 1 EA. SAWCUTTING 750 L.F. - . ' ST -1 CURB & GUTTER ST -3 SIDEWALK ST -9 THRU ST -11 STREET SPECIFICATIONS ST -14 STREET LIGHT ST -22 TRENCHING AND BACKFILL RSP A88A CALTRANS HANDICAP RAMP PLA,�'S C_0r_ZEL-A-M 7-r-> -r*C-:. A Li-r*J ADC�&44 BAS'S • THE BEARING OF S89 °13'54 "E, SHOWN FOR THE CENTERLINE OF NORIEGA ROAD ON TRACT NO. 5758 PHASE "B ", MAP BOOK 48, PAGES 41 AND 42, WAS USED AS THE BASIS OF BEARINGS HEREON. �! IMIA i I RAILROAD SPIKE IN SOUTH SIDE OF POWER POLE AT THE NORTHWEST CORNER OF HAGEMAN ROAD AND JEWETTA AVENUE, ELEVATION = 370.218' (U.S.G.S.) (ADD 3.015' TO GET TO COUNTY DATUM) L ! fLffY NOM NOT ALL UTILITIES WERE LOCATED ON THIS PLAN. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES OR FACILITIES NOT SHOWN ON THESE PLANS, OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES (UNDERGROUND LINES ARE SHOWN PER RECORD PLANS). CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITIES PRIOR TO GROUND DISTURBANCE TO VERIFY EXACT LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES AND UTILITIES. (USA 1 -800- 642 -2444) Q F-- LLJ 9�N � O ry Of Z IY REINA RD. ET SHEET 1 - TITLE SHEET AND NOTES \n 01 O !z z W CY_ Li J �y C 0� '9y NORIEGA RD. n HAGEMAN RD. U -3: MECHAM RD. LLJ ROSEDALE HWY. HWY. 58 ♦ IC3Ni 1 1 NOT TO SCALE SHEET 2 - ALLEN ROAD PLAN AND PROFILE SHEET 3 - NORIEGA ROAD PLAN AND PROFILE SHEET 4 - CROSS SECTION AND STRUCTURAL DETAILS _ __ T SHEET 5- STZIPING AND SIGNAGE PLANS EWV EER'S STATEMENT: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH COUNTY OF KERN ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED. SUBMITTED BY: APPROVED BY: REVIEWED BY: REVIEWED BY: QROFESStOH ,CD No. 23270 r, w j Exp. 12 -31 -15 rk �TF OF CA1 -����� JOHN R. WILSON, R.C.E. 23270 EXPIRES 12 -31 -15 DATE (cs NICOLAS FIDLER, CITY PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12/31/16 THEODORE D. WRIGHT, ASST. PUBLIC WORKS DIRECTOR C 33710 EXP. 6/30/16 2�1_1_1 TRAFFIC ENGINEER DATE �lz�g /fs- DATE n�TV nrnnnnc� ►�n v� e i r�wvrw.� ivv. II m rD N �5 Z N w5" W p I m Z Z M�� VJ It) O Z N m v in W � J �U Z E c .� �Ww W 00 W m 3: O N Jw UW N N O Q co U) U ° ' Z � Q z J � wW � Q W O > � w U. w ~Q Wm � O U w w CL a- V) z zzz U5 v� m co-is m w WOWo� w w to U) Lo OU OU\ \ \ tD L i of r- �5 � N � c 00 N O d Q co U) U ° ' Z � Q z J � wW � Q W O > � w U. w ~Q Wm � O U w w CL a- V) z zzz U5 v� m co-is m w WOWo� w w to U) Lo OU OU\ \ \ tD L i of �5 � NOTE: THE IMPROVEMENT OUTLINED FOR ALLEN ROAD ON THIS SHEET WILL BE MAINTAINED BY THE COUNTY ------------------------------------------------------------------------------------- SAWCUT CENTERLI ALLEN ���D S AWCUT LINE REMOVE AND REPLACE V EXISTING PAVEMENT ___s — — co 1+00 2+00 3+00 4+00 4 +5771 5+00 6+00 ------ {---------- - - - -------- - - -1 -- - _��3+47,52 M 7— wt -- - - - - - ci cil 4+90,71 ECR CA lz� 2+59,62 3+47,49 cil 4+24,71 BCR I -<D CA 6+12.61 I 34,00'R 34,00'R I S=0.271 34, 00'R 2 S=0.20% 33.99'R 2 1 (E) DRIVEWAY �(D c — — — — — — — — — — — — — — — 0 — — — — — — — — — — — — — — — — — — — — — — (E) Ep 6+12. 1 DK 33.99 �R 4 :D 4+44,71 ECR 4+7b.71 BCR SAWCUT AND REMOVE 54,00'R 54.00'R (E) R/W LINE 26,0' — EXISTING DRIVEWAY (E) R/W LINE I o } < SOUTHERLY PROPERTY LINE LOT 1 LLA 49-14 PARCEL MAP NO. 742 e o CERTIFICATE OF COMPLIANCE PARCEL 3 i DOC. 0215058307, O.R. (E) R/W LINE— NOTES: 95% RELATIVE COMPACTION REQUIRED. ALL STATIONING IS BASED ON CENTERLINE UNLESS OTHERWISE NOTED. SAWCUT AS PER PLAN OR AS DIRECTED BY CITY OF BAKERSFIELD ENGINEER. SEE CROSS SECTION AND STRUCTURAL DETAILS ON SHEET 4. 1 +00 370 364 36C 35E 356 35, 35E CQ%'pv�110N NOM-9 RADIUS LENGTH DELTA CONSTRUCT TYPE "B" (D CURB AND GUTTER PER C.O.B. STD. ST-1 WITH (E) POWER POLE END CURB RETURN w N1 — 5.00' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST 3. OCONSTRUCT CASE 'A' WHEELCHAIR RAMP PER CALTRANS STANDARD A88A CONSTRUCT STANDARD STREET LIGHT PER C.O.B. STD. ST-14 CONSTRUCT STANDARD COMMERCIAL DRIVE APPROACH TYPE "A" PER C.O.B. STD. ST-3. CROSS GUTTER ELIMINATED FOR MAJOR RETAIL COMMERCIAL CENTER WITH APPROVED DRAINAGE FACILITIES AND CITY ENGINEER'S APPROVAL P+nn LVWITN ALLEN ROAD PLAN VIEW STATION: 3+47.52 TO 6+76.67 CURVE TABLE CURVE RADIUS LENGTH DELTA Cl 20.00' 31.42' 90'00'00" A+nn armllorm EASEMENT NOTE: 6+76 67 OUNTY 10+00 CITY 10.11 10+34.05 64,03'R SAWCUT LINE TEMPORARY FLOWAGE & DRAINAGE EASEMENT PER DOCUMENT OF OFFICIAL RECORDS. STREET RIGHT—OF—WAY DEDICATION TO CITY OF BAKERSFIELD PER DOCUMENT NO. 2-15 1"7--9 F OFFICIAL RECORDS. inn 6 +77 370 = EXISTING ■ (E) CONCRETE MONUMENT i O1 2 FLOWLINE DIRECTION OF DRAINAGE I (E) POWER POLE END CURB RETURN w N1 — PER C.O.B. STD. ST-14 6+ EXISTING 9500 LUMEN STREET LIGHT BEGIN CURVE RIGHT—OF—WAY DEDICATION TO CITY OF POINT OF INTERSECTION VERTICAL CURVE BAKERSFIELD PER SEPARATE INSTRUMENT 64,02 CITY / COUNTY LINE POINT OF VERTICAL CURVE LOT LINE BEGIN VERTICAL CURVE CENTER LINE END VERTICAL CURVE 10+64,05 POINT OF REVERSE CURVATURE PCc POINT OF COMPOUND CURVATURE COK 34.00'R XFL REPLACE EXISTING PAVEMENT 0 z W 0 x O w > J �e w 34' C) IN Z C) w 451 F-'WQ 01 (3 10.11 M .. z 0 LL 0 w�j� ( zf� cu 12' 11+ 3 89 *R— 34' 34.0 R TEMPORARY FLOWAGE & DRAINAGE EASEMENT PER DOCUMENT OF OFFICIAL RECORDS. STREET RIGHT—OF—WAY DEDICATION TO CITY OF BAKERSFIELD PER DOCUMENT NO. 2-15 1"7--9 F OFFICIAL RECORDS. inn 6 +77 370 3513 1+00 i-rju C:-r:30 JTJiJ It-ruu It _r li u J-ruu ALLEN ROAD PROFILE VIEW - EASTERLY FLOWLINE STATION: 3+47.52 TO 6+76.67 J-rju t:) I- u u b 7) j 66 64 62 360 358 56 54 52 350 6+77 0 15 30 60 HORIZONTAL SCALE: 1" = 30' (E) = EXISTING ■ (E) CONCRETE MONUMENT i O1 (E) OVERHEAD POWER LINE FLOWLINE DIRECTION OF DRAINAGE BEGIN CURB RETURN (E) POWER POLE END CURB RETURN INSTALL 9500 LUMEN STREET LIGHT POINT OF INTERSECTION PER C.O.B. STD. ST-14 <3:2) EXISTING 9500 LUMEN STREET LIGHT BEGIN CURVE RIGHT—OF—WAY DEDICATION TO CITY OF POINT OF INTERSECTION VERTICAL CURVE BAKERSFIELD PER SEPARATE INSTRUMENT PROPERTY LINE CITY / COUNTY LINE POINT OF VERTICAL CURVE LOT LINE BEGIN VERTICAL CURVE CENTER LINE END VERTICAL CURVE SAWCUT TO CENTERLINE. REMOVE AND POINT OF REVERSE CURVATURE PCc POINT OF COMPOUND CURVATURE COK V1111A XFL REPLACE EXISTING PAVEMENT 0 z W 0 x O w > J �e w � IN Z W w F-'WQ (3 M .. z LL 0 w�j� cu Ld CL I CLI < -- X CL crS Lo Go ui x - (E) CEN TERLIW m (y) c� (y) EA S TER�l Y EP (E) CEN C) CU 1q, + In 0 cy) Lr) 0.�7% - -- - - - - -_ - — — — — --- — — — — — — — — : 1 0.20% o RF BEPIN CoiVSTRUCTION - NEW �-0.20% \ ' (E) EA �TER LY MAI TCH EXIST Q PROPCSED PROA)OSED FL 0 14t INE x di EASTEjFL Y u u I EA S tl ERL Y -- � < a 0 mL _oi�! _j I, _ w — __L_ LA_ L) jmt�— U a-- L 1 iiii jAir- u 61­4 U-) 6 (IN v- fl- c� -4 ­4 - U- + u') 0i cy) 0i (IN C) r -, al C5 (TS c� 0 %0 ru �-D CO + + tic_� p j + --i C6 c u� +-to CO - + Ln "DIM 17- 3513 1+00 i-rju C:-r:30 JTJiJ It-ruu It _r li u J-ruu ALLEN ROAD PROFILE VIEW - EASTERLY FLOWLINE STATION: 3+47.52 TO 6+76.67 J-rju t:) I- u u b 7) j 66 64 62 360 358 56 54 52 350 6+77 0 15 30 60 HORIZONTAL SCALE: 1" = 30' (E) = EXISTING ■ (E) CONCRETE MONUMENT i O1 (E) OVERHEAD POWER LINE FLOWLINE DIRECTION OF DRAINAGE BEGIN CURB RETURN (E) POWER POLE END CURB RETURN INSTALL 9500 LUMEN STREET LIGHT POINT OF INTERSECTION PER C.O.B. STD. ST-14 <3:2) EXISTING 9500 LUMEN STREET LIGHT BEGIN CURVE RIGHT—OF—WAY DEDICATION TO CITY OF POINT OF INTERSECTION VERTICAL CURVE BAKERSFIELD PER SEPARATE INSTRUMENT PROPERTY LINE CITY / COUNTY LINE POINT OF VERTICAL CURVE LOT LINE BEGIN VERTICAL CURVE CENTER LINE END VERTICAL CURVE SAWCUT TO CENTERLINE. REMOVE AND POINT OF REVERSE CURVATURE PCc POINT OF COMPOUND CURVATURE COK V1111A XFL REPLACE EXISTING PAVEMENT 0 1.6 'Of Essip.+4N CO W No. 23270 m&-J 3 VERTICAL SCALE. 1" = 3' 0 15 30 60 HORIZONTAL SCALE: 1" = 30' ql� 000 P*v Aa N:EMTKM CENTER LINE CL DWY DRIVEWAY FL FLOWLINE BCR BEGIN CURB RETURN ECR END CURB RETURN PI POINT OF INTERSECTION EC END CURVE BC BEGIN CURVE PIVc POINT OF INTERSECTION VERTICAL CURVE PL PROPERTY LINE POVC POINT OF VERTICAL CURVE BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE PRC POINT OF REVERSE CURVATURE PCc POINT OF COMPOUND CURVATURE COK COUNTY OF KERN XFL EXISTING FLOWLINE CITY RECORDS N0. w W cl- a- V) V) V) �2 o z oZz z zcn W 0 W 5- 2 u5m w wo w w 5:o 2 w 0 to o 0 0 Lo < ql:T 0 U) 0 Z Z%d 5 0 z WWIL W�N < m Z z 5 1 L9 0 L z W (n � zo o () W w W Jo W z z 0 z W 0 x O w > J �e w � IN w W cl- a- V) V) V) �2 o z oZz z zcn W 0 W 5- 2 u5m w wo w w 5:o 2 w 0 to o 0 0 Lo < ql:T 0 U) 0 0) lr� z z Tl_ < T_ . ZJ� oc 0: n co 0 (n 0 wW� () :2 0 Jo W > w W cl- a- V) V) V) �2 o z oZz z zcn W 0 W 5- 2 u5m w wo w w 5:o 2 w 0 to o 0 0 Lo < ql:T 0 U) 0 0) lr� z z Tl_ < T_ . ZJ� u. CL 0 wW� () :2 0 W > (L 0 w > w � Z W w F-'WQ (3 M .. z LL 0 w�j� w W cl- a- V) V) V) �2 o z oZz z zcn W 0 W 5- 2 u5m w wo w w 5:o 2 w 0 to o 0 0 Lo A 11 — (E) STREET LIGHT \ �----------------------------------- - - - - -- i- - - -- -- - - -- - - - - -- - - -- I s 6 +76.67 \\no 1 I SAWCUT TO CENTERLINE. REMOVE AND REPLACE EXISTING PAVEMENT SAWCUT LI i I (r) pi nun mr. — n ')nov -(E) CURB, GUTTER, AND SIDEWALK ---------- .- .------------- - - - - -- - E - -.-- _.. ET LIGHT --- ,----------------------------------------- _ STRE (F) FI nWI IMF = n 7n% NOTES- W z W 95% RELATIVE COMPACTION REQUIRED. Z H ALL STATIONING IS BASED ON CENTERLINE UNLESS OTHERWISE 04 NOTED. SAWCUT AS PER PLAN OR AS DIRECTED BY CITY OF a w BAKERSFIELD ENGINEER. d SEE CROSS SECTION AND STRUCTURAL DETAILS ON SHEET 4. G O zw� 1( 370 -- 366 364 M 360 35e 35E 354 35c 350 1 EASEMENT NOTE: B TEMPORARY FLOWAGE & DRAINAGE EASEMENT PER DOCUMENT NO. 45 1 `15255 OF OFFICIAL RECORDS. STREET RIGHT -OF -WAY DEDICATION TO CITY OF BAKERSFIELD PER DOCUMENT NO. Zi5 1 Z9 S 6't OF OFFICIAL RECORDS. NUMICUA NVAV FLAN VIEW STATION: 0 +00 TO 6 +49.16 CURVE TABLE CURVE RADIUS LENGTH DELTA C1 20.00' 31.42' 90 °00'00" `011%,01 iV 1 1 lW/ ♦&W i IV7'l 1 V%/ I `V° OCONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH 5.00' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. OCONSTRUCT CASE 'A' WHEELCHAIR RAMP PER CALTRANS STANDARD A88A a CONSTRUCT STANDARD STREET LIGHT PER C.O.B. STD. ST -14 CONSTRUCT STANDARD COMMERCIAL DRIVE APPROACH TYPE "A" PER C.O.B. 4o STD. ST -3. CROSS GUTTER ELIMINATED FOR MAJOR RETAIL COMMERCIAL CENTER WITH APPROVED DRAINAGE FACILITIES AND CITY ENGINEER'S APPROVAL PER C.O.B. STD. ST -14 ® EXISTING 9500 LUMEN STREET LIGHT RIGHT -OF -WAY DEDICATION TO CITY OF BAKERSFIELD PER SEPARATE INSTRUMENT - • — -► CITY / COUNTY LINE - - - - LOT LINE .__- _- ___ -__ CENTER LINE Lzl� SAWCUT TO CENTERLINE. REMOVE AND REPLACE EXISTING PAVEMENT I +UU 11 u 1i +UU 1:3 +UU 14 +UU 15 +00 16 +00 17 +( DRIVEWAY z FL FLOWLINE w BCR BEGIN CURB RETURN 352 ECR END CURB RETURN O PI ry -- EC END CURVE i BC BEGIN CURVE 350 PIVC POINT OF INTERSECTION VERTICAL CURVE 0 PL PROPERTY LINE POVC POINT OF VERTICAL CURVE D BVC BEGIN VERTICAL CURVE W EVC END VERTICAL CURVE PRC POINT OF REVERSE CURVATURE PCC POINT OF COMPOUND CURVATURE w COK 0_ Q XFL EXISTING FLOWLINE � W z 11.— LL 0 cf) W U �o ~I w rr w w w ZED (y) - - -- - - - - -- - `- -- -i - -- lfLd-- ) x (lJ C> c') �0 I � C 4't CD a-, ! M (E). SOUTHER Y - BEGIN NEW ! CON RUCTION MATC EXISTING -- -- -_ _ — — — — -- _ - - -- - -- - -- -- _ _ — — - - - - - -— -- - - -- --- - - -- - - -- - - -- - - -- - 0.20% - - -_ - - --- - -- ! - - --{ -- - - - - + -- - -- 0.�O% -- - - - - - - - - - _ — — - — — — — — - -- 50q .50% - 0.5� 10.50% 0.34% ! w .20% 0.5 % 0.50% 0. 4% ' I '- _ 0. 0% n - -- - - -- - - -= _ I- _ PROF�OSED j PROPOSED j U w P OPOSED SOUTHERLY FLOWLINE w J as .- CD L o u SOU 7J IERL Y j I �= SOUTHERLY U w m oa L_ , , ! � N� M + C5 W —� _ - -� _ - f tea J -- - FLOWI_fl�lF - L -- - - U- � - - -- � N - -- ' Qh .-� m 1-4 F + d� + U o co o 00 1 O� L _ L�� 0� L` Li N aj c) 0j OJ (l1 N CU Cb � C� .-� M + - _, 30. 0' 68.64' 20.00' 30.00' 20.00' 109.32' 20. 4 0.0' 20.0 179.11' 20.0' 30.0' 2010' 7.82' i 0 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 1 f;+nn if; 1-in 1 +r NORIEGA ROAD PROFILE VIEW - SOUTHERLY FLOWLINE STATION: 0 +00 TO 6 +49.16 IQ 6 370 00 ESSI 3 6 8 �4`' �,�► R: W Fyn 3 a Co-,€ 3 6 6 No. 23270 �s. Ciii4 Q o 364 OF Cpl SF�4 %1..5 362 v mm-J 3 VERTICAL SCALE: 1" = 3' 0 15 30 60 360 358 HORIZONTAL SCALE: 1" = 30' 356 CITY RECORDS N0. N N N N �g n m w Uj 1 w jm z 5 OZ 8v 1 Ln u m =j -?9 ,WW s W fr uZw V g Z W _j > O U. N ATIOM 354 CL CENTER LINE DWY DRIVEWAY z FL FLOWLINE w BCR BEGIN CURB RETURN 352 ECR END CURB RETURN O PI POINT OF INTERSECTION EC END CURVE BC BEGIN CURVE 350 PIVC POINT OF INTERSECTION VERTICAL CURVE 0 PL PROPERTY LINE POVC POINT OF VERTICAL CURVE D BVC BEGIN VERTICAL CURVE W EVC END VERTICAL CURVE PRC POINT OF REVERSE CURVATURE PCC POINT OF COMPOUND CURVATURE w COK COUNTY OF KERN Q XFL EXISTING FLOWLINE CITY RECORDS N0. N N N N �g n m w Uj 1 w jm z 5 OZ 8v 1 Ln u m =j -?9 ,WW s W fr uZw V g Z W _j > O U. N uj CL CL V) v) o o Lu 0 ui fil�N�w wowd�� 0_ 0 x LO U-) �: L�\ OUOU\ N `° a N W z Q z LLS w et ago N c � � O Z _jWz W O o q3 o uj CL CL V) v) o o Lu 0 ui fil�N�w wowd�� 0_ 0 x LO U-) �: L�\ OUOU\ N `° a c1r)CnU z Q z z w � � � O Z _jWz W O Q CL D > � W Z w � ~ Q Wm � W z 11.— LL 0 cf) � U uj CL CL V) v) o o Lu 0 ui fil�N�w wowd�� 0_ 0 x LO U-) �: L�\ OUOU\ N `° a 34' 55' z IZZ 9'_ 1 2' o 2' VARIES 0.25' TYPE "B" 3 ASPHALT CONCRETE — EXISTING PA iiEMENT —2%— °0 o a a °°°0 ° 0 0 °0 °0 °0 °0 0 0 0 0 a 0 0 0 0 0-0 o a a 0 a a o a o 0 0 a 0 0 0 0 o 0o 0 a o o o a o °a °a o o o o °a o ° a NOTES: BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOK ". REMOVE & REPLACE ALL SOILS WITHIN STRUCTURAL SECTION WITH "R" VALUES LESS THAN 55 "R" VALUES OF REPLACED SOILS TO BE PROVIDED BY ENGINEER. NOTES: CL FL R/W 21' 27, MAX TYPICAL TYPE B CURB AND GUTTER W /5' WIDE SIDEWALK. 0.33' AGGREGATE BASE — I NATURAL GROUND COMPACTED TO 95% MAX. REL. DENSITY ALLEN ROAD- CROSS SECTION -STRUCTURAL DETAIL STATION: 3 +47.52 TO 6 +76.67 TRAFFIC INDEX = 6.0 MIN. R —VALUE = 57 34' Q 9'— 12' 0.30' TYPE "A" VARIES 3 ASPHALT CONCRETE LNG PA ViEMENT 2� 2% 45' BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOK ". REMOVE & REPLACE ALL SOILS WITHIN STRUCTURAL SECTION WITH "R" VALUES LESS THAN 55 "R" VALUES OF REPLACED SOILS TO BE PROVIDED BY ENGINEER. FL I1' 2' 27o MAX -�i a R/w TYPICAL TYPE "B" CURB AND GUTTER W /5' WIDE SIDEWALK. 0.40' CLASS 2 AGGREGATE BASF, 1.00' NATURAL GROUND COMPACTED TO 95% MAX. REL. DENSITY NORIEGA ROAD. CROSS SECTION - STRUCTURAL DETAIL STATION: 0 +00 TO 6 +49.16 TRAFFIC INDEX — 6.0 MIN. R —VALUE = 57 Ift— 4Q�p�Esslo q C-0 No. 23270 T CtV11. P OF C Rt- 0 N rh n m wQ W U. w jm �N Z— 0 zv ul W � —J Z ,W� U ? �m W z J > 0 N b N N W N ix ao o w w a �� cnm >2 >M w0 w0 tYU it 0 00 � L0 Lk co w Q � U) U Q O J � z CL LL CL 0 wW� TWO a � W 0 > Cc w an'� ui cr Z — w ~Wa m W � O U Vl- 01 w w a �� cnm >2 >M w0 w0 tYU it 0 00 � L0 Lk co w LEGEND: 10 's PROPOSED STRIPING PER SIGN CODES PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD Q ' SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA /AGC). 0 CONSTRUCTION NOTE PROPOSED STRIPING PER CATRANS STD. A20B - DETAIL 29 (THERMOPLASTIC) R1 -1 "STOP" SIGN OR SEAL COAT SHALL BE FOG SEALED. ® EP EDGE OF PAVEMENT OBTAIN APPROVAL FROM THE CITY INSPECTOR. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE BE PER THE CALIFORNIA MUTCD, CURRENT EDITION. R3 -5(R) TURN ONLY (RIGHT) I J STRIPING AND MARKINGS FOR LIMIT LINES SHALL BE THERMOPLASTIC CONFORMING TO SECTION STA: 1 +77 4' Q R3 -7 RIGHT LANE MUST TURN RIGHT -I T - END DETAIL 38 ® PROPOSED TRAFFIC CONTROL SIGN AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. R26(CA) NO PARKING ANYTIME AS SHOWN PER CALTRANS STD. NO. A24A END DETAIL 39 I + PROPOSED STREET NAME SIGN WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CU s W3 -3 SIGNAL AHEAD PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY CONDITIONS - STREET CENTERLINE A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR J TO PAVING. W4 -2R LANE ENDS i EXSITING STRIPING - TO BE REMOVED WITHIN LIMITS OF WORK NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES JOIN EXI i w - - EXSITING EDGE OF PAVEMENT CALIFORNIA CODES. PROPOSED STRIPING PER CATRANS STD. A20A - DETAIL 9 (THERMOPLASTIC) I; STA: 3 +00 PROPOSED STRIPING PER CATRANS STD. A20B & A20D - DETAIL 27B, 38, OR 39 AS NOTED ON PLAN (THERMOPLASTIC) END BIKE LANE PROPOSED STRIPING PER CATRANS STD. A20B - DETAIL 32 (THERMOPLASTIC) STREET R/W BIKE LANE ARROW AS SHOWN PER CALTRANS STD. NO. A24A BIKE LANE SYMBOL AS SHOWN PER CALTRANS STD. NO. A24C s NOTE: ALL DETAILS PER CALTRANS STANDARD PLANS - CURRENT EDITION T�� CT J DETAIL 38 o L0 W Q � V z w DETAIL 39 -- STA: 0 +56 3 M N N BEGIN DETAIL 9 N rn N J BEGIN DETAIL 22 + J J Q + Q BEGIN DETAIL 38 10 Q a w N Q W BEGIN DETAIL 27B w w ° Q w ° TYPE VI ARROW (n D o z ° Z TYP. OF 3 w w m R26 CA w m R26 CA W4 -2R is 2 I .. Vr_VI PUT" EFUME STA: 3 +35 END DETAIL 9 0 STA: 3 +00 END DETAIL 29 I I STA: 2 +00 I END DETAIL 22 BEGIN DETAIL 29 TYPE VI ARROW TYP. OF 3 XW4 2R PAVEMENT DELINEATION & SIGNAGE NOTES 10 's PROPOSED STRIPING PER CATRANS STD. A20A - DETAIL 22 (THERMOPLASTIC) PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD Q ' SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA /AGC). O3 ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING PROPOSED STRIPING PER CATRANS STD. A20B - DETAIL 29 (THERMOPLASTIC) 3 OR SEAL COAT SHALL BE FOG SEALED. ® PRIOR TO COMMENCING WORK, CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN AND . 15' 12 OBTAIN APPROVAL FROM THE CITY INSPECTOR. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE BE PER THE CALIFORNIA MUTCD, CURRENT EDITION. w - - STREET RIGHT OF WAY I J STRIPING AND MARKINGS FOR LIMIT LINES SHALL BE THERMOPLASTIC CONFORMING TO SECTION STA: 1 +77 4' Q .` TYPE IV (L or R) ARROW AS SHOWN PER CALTRANS STD. NO. A24A -I T - END DETAIL 38 ® ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT PARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. O9 1111' TYPE VII (L or R) ARROW AS SHOWN PER CALTRANS STD. NO. A24A END DETAIL 39 I °+ <- ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CU s TYPE VI ARROW AS SHOWN PER CALTRANS STD NO A24A 11 PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY CONDITIONS BIKE LANE ARROW AS SHOWN PER CALTRANS STD. NO. A24A BIKE LANE SYMBOL AS SHOWN PER CALTRANS STD. NO. A24C s NOTE: ALL DETAILS PER CALTRANS STANDARD PLANS - CURRENT EDITION T�� CT J DETAIL 38 o L0 W Q � V z w DETAIL 39 -- STA: 0 +56 3 M N N BEGIN DETAIL 9 N rn N J BEGIN DETAIL 22 + J J Q + Q BEGIN DETAIL 38 10 Q a w N Q W BEGIN DETAIL 27B w w ° Q w ° TYPE VI ARROW (n D o z ° Z TYP. OF 3 w w m R26 CA w m R26 CA W4 -2R is 2 I .. Vr_VI PUT" EFUME STA: 3 +35 END DETAIL 9 0 STA: 3 +00 END DETAIL 29 I I STA: 2 +00 I END DETAIL 22 BEGIN DETAIL 29 TYPE VI ARROW TYP. OF 3 XW4 2R PAVEMENT DELINEATION & SIGNAGE NOTES 10 TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS AND THE CALIFORNIA MUTCD, CURRENT EDITIONS. ® PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA /AGC). O3 ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE PRIED OFF AND ANY REMAINING RESIDUE SHALL BE i REMOVED BY WET WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. ® PRIOR TO COMMENCING WORK, CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN AND . 15' 12 OBTAIN APPROVAL FROM THE CITY INSPECTOR. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE BE PER THE CALIFORNIA MUTCD, CURRENT EDITION. ® STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. © STRIPING AND MARKINGS FOR LIMIT LINES SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS, EXCEPT WHERE NOTED OTHERWISE. O7 ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAIN PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. ® ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT PARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. O9 LANE WIDTH SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 10 ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 11 PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY 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 J TO PAVING. TRACT 6 1 2 J 12 SEE STREET IMPROVEMENT PLANS FOR PAVEMENT WIDENING. j R STA: 0 +53 BEGIN DETAIL 9 ® BEGIN DETAIL 22 00 °' BEGIN DETAIL 38 ® N N J I BEGIN DETAIL 39 ±:;Fc N _j + J Q Q® Q Ld ui o Q MID -ARC t- f- 0 Q w° 0 Ld ° C5 EXISTING IMPROVEMENTS - - - - - \ \� ___.------ � - ���. - ��„ w m LLi w m Q u.......... 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PROPOSED EP STREET R/W & STRIPE 12 DETAIL 27B PROPOSED EP n PROPOSED EP FUTURE. NOT A PART 0 J &STRIPE 12 OF THIS PROJECT + Q �I STA: 6 +23 ° END DETAIL 9 ° END DETAIL 22 PROPOSED EP_J w END DETAIL 27B & STRIPE 12 KERN MOSQUITO END DETAIL 38 VECTOR CONTROL DISTRICT FUTURE. NOT A PART OF THIS PROJECT MATCH LINE - ALLEN ROAD y I w z PROPOSED EP o x sr & STRIPE 12 w I DETAIL 27B I I :! v i STA: 0+92 E BEGIN DETAIL 27B I BEGIN DETAIL 29 BEGIN DETAIL 38 I i I ME R ;2 _ / o i i 12 . 15' 12 0 Ln I C w z ® X w 0 Z W J J Q i j it ° I \ STA: 10+53 BEGIN DETAIL 9 I BEGIN DETAIL 22 I BEGIN DETAIL 38 �ETAIL 38 I I I STA: 4+81 I BEGIN DETAIL 38 STREET R/W I I I PROPERTY LINE STA: 3 +13 BEGIN DETAIL 9 I L yllili MATCH LINE ALLEN ROAD PROPOSED IMPROVEMENTS VESTING- TENTATIVE PARCEL ]\/Jr\F NO. 11934 R26 CA W4 -2R J i f- Q PROPERTY LINE ANN n 0 4 n J 00 J '14- J ®' � + + J 00 i- Q Q W W ~ W Q (J) ° Z Z (n ° °0 w z Q w m `' ` _............ .............. 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