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HomeMy WebLinkAbout1.1-6303-3 REVA.C. PAVING TESTING NOTES 7-1. ASPHALT CONCRETE (Type "B"). 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, RAsp halt Concrete" of the Standard Specifications and these special provisions. 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 Specifications for %" maximum, medium grading. Asphalt binder for Type A (modified) asphalt concrete shall be AR -8000 viscosity graded asphalt, unl ss otherwise directed by the Engineer. Asphalt, binder for Type B (modified) asphalt concrete shall be AR -4000 viscosity graded asphalt, unless otherwise directed by the Engineer. The asphalt binder shall conform to the requirerr ents in the table for "Steam - Refined Paving Asphalts" in Section 92-1.02, "Grades", of the Standard Specifications. When directed by the City Engineer, aggregate conforming to any of the grading requirements in Section 39.2-2.02, "Aggregate", of the Standard Specifications shall be used to surface intersection, tapers, and other areas where thin layers of asphalt concrete are being constructed. The amount of asphalt binder to be mixed with the mineral aggregate shall be determined by the Cor tractor in accordance with California Test Method 367 using sample of materials proposed for use in the work. The amount of asphalt binder shall be approved by the Engineer. At least 14 days prior to the start of work, the Contractor shall submit the following for the engineer'seview 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 requir ments of Section 39-2.02, "Aggregate" of the Standard Specifications and these special provisions. Material sieve aiialysis and sand equivalent test results should not be older than six (6) months old. All other test results should not a older that one (1) year. C. An asphalt concrete mix design determined in accordance with California Test 367. Laboratory t st results on which the design is based shall be submitted with the mix design along with 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 subm tted shows that the materials are substantially the same as when the design was prepared, the design may be up t three (3) years old. The Developer shall bear all costs associated with the asphalt concrete mix design. Where new asphalt concrete pavement is to conform to existing paved surfaces, the existing pavemE nt should be saw cut. A prime coat will not be required on non -paved areas to be surfaced prior to the placement of aspha t however, all other requirements of Section 39-4.01 "Subgrade" of the Standard Specifications shall be met. 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. Paving joints shall match stripe locations unless otherwise permitted by the Engineer. Intersections and tapered shoulders shall be surfaced as directed by the Engineer. Additional asphalt concrete shall be placed at road connections and private drives, where shown on the plans and as directed by the Engineer, and hand raked, if necessary, and compacted to form smooth, tapered connections. The field density of compacted asphalt concrete shall be determined by: a. A property 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 substi uted with paraffin. In case of dispute, method b above shall be used. Where the compacted thickness of a layer of asphalt concrete is 0.15 foot or less, paving operations hall be conducted in such a manner that at the end of each work shift, the length of pavement along the lonC itudinal drop off between adjacent lanes is not greater than that of 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 a e opened to public traffic. Kraft paper, or other approved bond breaker, may be placed to conform to facilitate the removal of the conforms when paving operations resume. Where the compacted thickness of a layer of asphalt concrete is more than 0.15 foot, paving operati ns 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 E hall be placed along the transverse drop offs on each lane and along the longitudinal drop off between temporary nforms before the lanes are opened to the public traffic. Kraft paper or other approved bond breaker may be place under the conforms to facilitate the removal of the conforms when paving operations resume. Asphalt concrete shall be compacted to a minimum 92 percent of the maximum theoretical density a determined by ASTM 0-2041. In place density shall be determined in accordance with California Test 375. If the in place density of any lot of asphalt concrete is less than 92 percent or greater than 94 perceni of the maximum theoretical density, the contractor will be advised that the required relative compaction is not being al tained and that the materials or procedures or both, if needed, need adjustment. 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 specified range, the asphalt concrete represented by that lot shall be removed and replaced with material that meets the in place density requirements. If the test results for any lot of asphalt concrete indicate that the relative compaction is either less thai 90 percent or more that 96 percent the asphalt concrete represented by that lot shall be removed and replaced witl i material that does meet the in place density requirement. The corrective work shall be of the Developer's expens . The Contractor should be aware of existing sewer and storm drain manholes within the roadway. If the finished surface for the asphalt concrete does not meet°the specified surface tolerances, it shal be brought within tolerance by either (1) abrasive grinding with equipment utilizing diamond blades, (2) removal 3nd replacement, or (3) placement of an asphalt concrete overlay. The method will be selected by the Engineer. The corrective work shall be.at the Developer's expense. If abrasive grinding is used to bring 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 are 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 be neat rectangular areas of uniform surface appearance. Abrasive grinding shall conform to the requirements in the first paragraph and the last four paragraphs of Sect on 42-2.02, "Construction" of the Standard Specifications. A fog seal coat shall be applied to all finished asphalt surfaces at the Developer's expense. The fog seal coat shall be either rejuvenating agent or asphaltic emulsion as directed by the Engineer. STANDARD NOTES 1. ALL IMPROVEMENT SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF HESE PLANS: S-1, 8-3, S-4, S-12, S-14, S-17, S-25, S-26, S-27, S-29, S-31, S-41, ST -4, ST -6, ST -14, T-1 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE OVER 0.50' Q.G O.G. TO BE COMPACTED TO 95 PERCENT RELATIVE DENSITY PER C.O.B. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIE D STD DWG'. S-29 (ST -13) 5. INSTALL TRAFFIC CONROL 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 INSTALL STANDARD STREET LIGHTS, 5800 LUMEN HPSV PER C.O.B. STD S-31 (ST -14). INSTALL STANDARD STREET LIGHTS, 9500 LUMEN HPSV. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. 6. INSTALL TYPE'C' CURB AND GUTTER PER COB STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED 7. INSTALL 4' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 8. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH SEWER LATERAL 9. INSTALL ADDITIONAL # 3'/2 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. 10. INSTALL HANDICAP RAMPS PER CALTRANS REVISED STD PLAN A88A. 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET'/" BELOW PAVEMENT GRADE. 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 13. 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-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK OF CURB. 14. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT 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. 15. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGRGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREENBOOK). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 16. 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 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ SUBDIVIDER/ CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE ENGINEER: �AM soax CENTERLINE F.L. FLOW LINE B. C. R. HUM E. C. R. END CURB RETURN B. C. Ir E. C. END CURVE P. I. V. C. POINT OF INTERSECTION T. P. OF VERTICAL CURVE PROJECT EXISTING 0 ELEVATION 16,940 CROSS GUTTER 196iROAD 913 SITE F_or) 6 TRAFFIC CONTROL SIGN EA. 5 F EA. 8 n L.F. 120 MONUMENT EA. 7 MARKING/STRIPING S HARRIS RD. Z a Z � Z 9 o PANAMA LANE VICINITY MAP NOT TO SCALE ARRRFVIATIONS C.L. CENTERLINE F.L. FLOW LINE B. C. R. BEGIN CURB RETURN E. C. R. END CURB RETURN B. C. BEGIN CURVE E. C. END CURVE P. I. V. C. POINT OF INTERSECTION T. P. OF VERTICAL CURVE (E) OR EXIST. EXISTING ELEV. ELEVATION P. 0. V. C. POINT ON VERTICAL CURVE B. V. C. BEGIN VERTICAL CURVE E. V. C. END VERTICAL CURVE P. I. POINT OF INTERSECTION P. R. C. POINT OF REVERSE CURVATURE P.C.C. POINT OF COMPOUND CURVATURE T. C. TOP OF CURB T. P. TOP OF PAVEMENT F. C. FINISH CONCRETE M. 0. C. MIDDLE POINT OF CURVE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 00 EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. S-31 (ST -14). �- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. S-31 (ST -14). CITY OF BAKERSFIELD =g II KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS 13 ( 14 115 16 17 1 2 3 4 5 6 7 8 9 10 11 12 13 € 14 € 15 _ 16 36 37 35 38 - GRIZZLY - 34 - .. ............. . T T T I 34 39 1 I 59 23 22 21 20 € 19 18 17 ....... 22 21 20 19 18 65 64 63 62 61 60 .............. NIT 2 I 33 6 40 58 W ...... UNIT 3...... 32......... 41........... a o 5 45 46 47 48 49 66 67 68 69 70 .71 57 <24 25 26 27 28 € 29 .30 42......... I I 0 31 L� I 5 56 O' - M-S��ET- - ---GREY OSEAJ - - W 53 152 51 (50 I 55 Z > 77 76 75 74: 73 72 54 53 52 51 50Y 48 .................... 49 47 46 ;45 44 43 -- v� 0 13 14 15 16 17 LL1-_�� F7 T i 24 23 22 21 FF20 19 UNIT i I UNIT 4 I N.A.P. 43 44 145 146 I 47 48 KEY MAP SCALE: 1"=200' ® DENOTES SHEET NUMBER LIST OF MATERIALS LEGEND: (CONT.) INDEX OF SHEET SHEET 1. 2. 3. 5. TITLE TITLE SHEET DETAILS & CROSS SECTIONS GRIZZLY STREET GREY GOOSE STREET FOR TRACT NO. 6303-3 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE (661) 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'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 CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CACULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS. OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED BY: MING H. NEO C.E. 47651 EXP. 12-31-05 APPROVED 4EVIEWED BY: REVIEWED BY: TITANIUM STREET & MOUNTAIN PLOVER AVENUE BROWN BEAR COURT & SISKEN AVENUE UNIT UNIT 3 A.C. PAVEMENT S.F. 100,666 6" CURB & GUTTER L.F. 2,153 4" ROLLED CURB L.F. 3,975 6" MEDIAN CURB L.F. 243 4' SIDEWALK S.F. 17,733 6" PCC DRIVEWAY S.F. 16,940 CROSS GUTTER S.F. 913 STREET NAME SIGN EA. 6 TRAFFIC CONTROL SIGN EA. 5 STREET LIGHT (5800 LUMEN) EA. 8 SAWCUT EXISTING PAVEMENT L.F. 120 MONUMENT EA. 7 MARKING/STRIPING L.F. 25 LEGEND: (CONT.) INDEX OF SHEET SHEET 1. 2. 3. 5. TITLE TITLE SHEET DETAILS & CROSS SECTIONS GRIZZLY STREET GREY GOOSE STREET FOR TRACT NO. 6303-3 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE (661) 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'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 CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CACULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS. OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED BY: MING H. NEO C.E. 47651 EXP. 12-31-05 APPROVED 4EVIEWED BY: REVIEWED BY: TITANIUM STREET & MOUNTAIN PLOVER AVENUE BROWN BEAR COURT & SISKEN AVENUE LEGEND: (CONT.) M. ROJAS PUBLIC WORKS DIRECTOR R.C.E. 39880 EXP. 12-31-05 ASSISTANT PUBLIC WORKS DIRECTOR TRAFFIC ENGINEER BENCH MARK: w W FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19. TS SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). i (CA) INDICATES CALIFORNIA CODES FURNISH & INSTALL IRRIGATION CONDUIT "R1-1" - STOP "W1-2" - CURVE ARROW � "R4-7" - KEEP RIGHT "W31 (CA)" - END U D "R6-1" - ONE WAY "W14-1" - DEAD END Ci - "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET TR3=NO.3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW o "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW - s- - SEWER - REFER TO SEWER & STORM DRAIN PLANS. QS SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - D - - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS. OD STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. DRIVEWAY PER DETAIL ON SHEET 2. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. "_ ��• TRACT BOUNDARY �MMMMMMMMMM UNIT BOUNDARY W PROPOSED EDGE PAVEMENT <E0 LEGEND: (CONT.) M. ROJAS PUBLIC WORKS DIRECTOR R.C.E. 39880 EXP. 12-31-05 ASSISTANT PUBLIC WORKS DIRECTOR TRAFFIC ENGINEER BENCH MARK: w W PROPOSED SAWCUT LIMIT LINE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 50 0 IR FURNISH & INSTALL IRRIGATION CONDUIT Z O � FURNISH & INSTALL INTERCONNECT CONDUIT U D U Ci - OD TR3=NO.3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE � o OTAPER NUMBER FOR TAPER DESCRIPTION. 01h ITEM OF WORK - SEE SCHEDULE �o CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W/3' WINGS � D 'J 0 CD OD U0 DRIVEWAY PER DETAIL ON SHEET 2. SOD "_ "T3 �' W OD <E0 O Z TYPE "C" CURB & GUTTER FLOWLINE 4 M Q rL �I r1EER LO = d• N ] U U.o 0y Z doY: DATE �S10321 F 0 DATE 6-f-05, TOP OF CONCRETE MONUMENT W/COPPER POINT AT THE N. 1/4 COR. OF SECTION 19, 30/27, M. D.M. PER TR. 6082 - UNIT 1. ELEV = 356.55 (U. S. G. S. DATUM) PROPOSED SAWCUT LIMIT LINE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT Il IR FURNISH & INSTALL IRRIGATION CONDUIT Z O Ic FURNISH & INSTALL INTERCONNECT CONDUIT U D T, TR5 TRS FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=NO.3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE � o OTAPER NUMBER FOR TAPER DESCRIPTION. O ITEM OF WORK - SEE SCHEDULE �o CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W/3' WINGS W PER C.O.B. STD. ST -4 FOR TYPE "B" CURB & GUTTER; � .. o DRIVEWAY PER DETAIL ON SHEET 2. CALTRANS TYPE IV ARROW, LEFT OR RIGHT "T3 AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW 4 O w U TYPE "C" CURB & GUTTER FLOWLINE I-- r1EER LO = d• N ] U U.o 0y Z doY: DATE �S10321 F 0 DATE 6-f-05, TOP OF CONCRETE MONUMENT W/COPPER POINT AT THE N. 1/4 COR. OF SECTION 19, 30/27, M. D.M. PER TR. 6082 - UNIT 1. ELEV = 356.55 (U. S. G. S. DATUM) NOTES: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. ALL TEMPORARY STRIPING SHALL BE WATER BOURNE. RAISE TO FINISH GRADE ALL EXISTING MANHOLES, UTILITY BOXES, SURVEY MONUMENT ENCASEMENTS. rz SECTION LETTER �--- -- �A SHEET WHERE SECTION IS SHOWN 2 REVI SIO 1& APPRO'VED 15`Y MARIAN P SHAW, CIVIL NGINEEK IV DATE 32178 (EXP 12-31-07) RICHARD E. 0055 DATE R.C.F_ N© 4.8967 (EXP, 09-30-M PROPOSED SAWCUT LIMIT LINE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT Il IR FURNISH & INSTALL IRRIGATION CONDUIT Z O Ic FURNISH & INSTALL INTERCONNECT CONDUIT U D T, TR5 TRS FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=NO.3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE @CURVE NUMBER FOR CURVE DESCRIPTION. OTAPER NUMBER FOR TAPER DESCRIPTION. O ITEM OF WORK - SEE SCHEDULE �o CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W/3' WINGS W PER C.O.B. STD. ST -4 FOR TYPE "B" CURB & GUTTER; � FOR TYPE "C" ROLL-TOP CURB & GUTTER, CONSTRUCT DRIVEWAY PER DETAIL ON SHEET 2. CALTRANS TYPE IV ARROW, LEFT OR RIGHT "T3 AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW 4 AS APPLICABLE, TO BE PAINTED - • - • - • - - TYPE "C" CURB & GUTTER FLOWLINE NOTES: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. ALL TEMPORARY STRIPING SHALL BE WATER BOURNE. RAISE TO FINISH GRADE ALL EXISTING MANHOLES, UTILITY BOXES, SURVEY MONUMENT ENCASEMENTS. rz SECTION LETTER �--- -- �A SHEET WHERE SECTION IS SHOWN 2 REVI SIO 1& APPRO'VED 15`Y MARIAN P SHAW, CIVIL NGINEEK IV DATE 32178 (EXP 12-31-07) RICHARD E. 0055 DATE R.C.F_ N© 4.8967 (EXP, 09-30-M LLI W W LLI r' Q � O W Z Q Il Z O U D i�� W O Cn z0 U W � O W �Z V) �o LU W O � I O "T3 O. Z F- U I-- 2xo �a 1-1 a 0 0 LLI W W LLI r' Q � O W Z Q Il Z O U D i�� W O Cn z0 U W � O W �Z V) = LU W O � I O (0 O. Z F- U I-- LLI W W LLI r' Q � O A.C. PAVING TESTING NOTES 7-1. ASPHALT CONCRETE (Type "B"). Asphalt concrete shall be Type A (modified) for all arterial a d 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. 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 Specifics ions for 3/4" maximum, medium grading. Asphalt binder for Type A (modified) asphalt concrete shall be AR -8000 viscosity graded asphalt, unless otherwise directed by the Engineer. Asphalt, binder for Type B (modified) asphalt concrete shall be AR -4000 viscosity graded asphalt, unless otherwise directed by the 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. When directed by the City Engineer, aggregate conforming to any of the grading requirements in Section 39.2-2.02, "Aggregate", of the Standard Specifications shall be used to surface intersection, tapers, and other e reas where thin layers of asphalt concrete are being constructed. The amount of asphalt binder to be mixed with the mineral aggregate shall be determined by the Co tractor in accordance with California Test Method 367 using sample of materials proposed for use in the work The amount of asphalt binder shall be approved by the Engineer. At least 14 days prior to the start of work, the Contractor shall submit the following for the 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 requi ements of Section 39-2.02, "Aggregate" of the Standard Specifications and these special provisions. Material sieve analysis and sand equivalent test results should not be older than six (6) months old. All other test results should not be older that one (1) year. c. An asphalt concrete mix design determined in accordance with California Test 367. Laboratory, est results on which the design is based shall be submitted with the mix design along with theoretical maximum ensity of the design mixture as determined by ASTM D2041. The asphalt concrete mix shall meet the requirem ants of Section 39-2.02 "Aggregate" of the Standard Specifications and these special provisions. If the data subry itted shows that the materials are substantially the same as when the design was prepared, the design may be up o three (3) years old. The Developer shall bear all costs associated with the asphalt concrete mix design. Where new asphalt concrete pavement is to conform to existing paved surfaces, the existing pavement should be saw cut. A prime coat will not be required on non -paved areas to be surfaced prior to the placement of asph It however, all other requirements of Section 39-4.01 "Subgrade" of the Standard Specifications shall be met. The area to which paint binder has been applied shall be closed to public traffic. Care shall be taker to avoid tracking binder material onto the existing pavement surface beyond the limits of construction. Paving joints shall match stripe locations unless otherwise permitted by the Engineer. Intersections and tapered shoulders shall be surfaced as directed by the Engineer. Additional ' asphe It concrete shall be placed at road connections and private drives, where shown on the plans and as directed by the Engineer, and hand raked, if necessary, and compacted to form smooth, tapered connections. The field density of compacted asphalt concrete shall be determined by: a. A property 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. In case of dispute, method b above shall be used. 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 of which can be surfaced during the following shift oi 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 a e opened to public traffic. Kraft paper, or other approved bond breaker, may be placed to conform to facilitate the removal of the conforms when paving operations resume. Where the compacted thickness of a layer of asphalt concrete is more than 0.15 foot, paving operati ns 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 and along the longitudinal drop off between temporary conforms before the lanes are opened to the public traffic. Kraft paper or other approved bond breaker may be plat under the conforms to facilitate the removal of the conforms when paving operations resume. Asphalt concrete shall be compacted to a minimum 92 percent of the maximum theoretical density as determined by ASTM 0-2041. In place density shall be determined in accordance with California Test 375. If the in place density of any lot of asphalt concrete is less than 92 percent or greater than 94 percen of the maximum theoretical density, the contractor will be advised that the required relative compaction is not being a ained and that the materials or procedures or both, if needed, need adjustment. Asphalt concrete spreading operat ns shall not continue until the Contractor has notified the City Engineer of the adjustment that will be made in ord r to meet the required compaction. If any successive test after notice is given does not meet the specified range, a asphalt concrete represented by that lot shall be removed and replaced with material that meets the in place ensity requirements. If the test results for any lot of asphalt concrete indicate that the relative compaction is either less than 90 percent or more that 96 percent the asphalt concrete represented by that lot shall be removed and replaced wit material that does meet the in place density requirement. The corrective work shall be of the Developer's expense. The Contractor should be aware of existing sewer and storm drain manholes within the roadway. If the finished surface for the asphalt concrete does not meet the specified surface tolerances, it shal be brought within tolerance by either (1) abrasive grinding with equipment utilizing diamond blades, (2) removal and replacement, or (3) placement of an asphalt concrete overlay. The method will be selected by the Engineer. The orrective work shall be at the Developer's expense. If abrasive grinding is used to bring 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 are 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 be neat rectangular areas of uniform surface appearance. Abrasive grinding 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 Developer's expense. The fog seal coat shall be either rejuvenating agent or asphaltic emulsion as directed by the Engineer. STANDARD NOTES 1. ALL IMPROVEMENT SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFI ATIONS OF THE CITY OF BAKERSFIELD 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF I HESE PLANS: S-1, S-3, S-4, S-12, S-14, S-17, S-25, S-26, S-27, S-29, S-31, S-41, ST -4, ST -6, ST -14, T-1 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE OVER 0.50'0.G O.G. TO BE COMPACTED TO 95 PERCENT RELATIVE DENSITY PER C.O.B. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIEL STD DWG. S-29 (ST -13) 5. INSTALL TRAFFIC CONROL 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 INSTALL STANDARD STREET LIGHTS, 5800 LUMEN HPSV PER C.O.B. STD S-31 (ST -14). INSTALL STANDARD STREET LIGHTS, 9500 LUMEN HPSV. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. 6. INSTALL TYPE 'C' CURB AND GUTTER PER COB STANDARDS, ON ALL STREETS UNLESS OTHERWISE INDEX OF SHEET NOTED 7. INSTALL 4' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. SHEET TITLE 8. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH SEWER LATERAL 9. INSTALL ADDITIONAL # 3 Ys PULL BOX FOR STREET LIGHTS AT P.G. & E SERVICE POINT. ALL PULL BOXES TITLE SHEET TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 2. DETAILS & CROSS SECTIONS 10. INSTALL HANDICAP RAMPS PER CALTRANS REVISED STD PLAN A88A. 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET Y4" BELOW PAVEMENT GRADE. 3. GRIZZLY STREET 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO 4. GREY GOOSE STREET CONSTRUCTION. 1-800-227-2600. 13. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G 5. TITANIUM STREET &MOUNTAIN PLOVER AVENUE( SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS INSTALLED PER STD T-19 6. BROWN BEAR COURT & SISKEN AVENUE SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK OF CURB. 14. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS 7. OLD RIVER ROAD STRIPING PLAN DEPT 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 6. OLD RIVER ROAD STRIPING PLAN FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 15. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGRGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREENBOOK). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS I i THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED 14 t 5 1 s t 7 1 2 3 4 5 s 7 8 9 ' 10 11 12 13 14 15 (16 SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND - I � I � Q COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. -L GR+2�/Ly - - 16. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET 59 SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD 21 20 19 t8r, 64 63 62 61 60 23122 21 20 19 18 17 SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED A' w TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557 ' V I 58 ;tZ_,.,.UNIT! Lu 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ SUBDIVIDER/ CONTRACTO1446 47 1 48 1 49 66 67 68 69 70 71 1 57 Q Q 24' 25 26 27 ; 28 29 30 THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE ENGINEER. 556 I I I 0 4 Qi VICINITY MAP NOT TO SCALE NOTE: SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES LEGEND: ABBREVIATIONS 52 151 150 14 ' 15 '16 L LLJ1 F T- 23 22 21 UNIT 44 1 45 146 L L_ r T 3 52 51 L 1 LIST OF MATERIALS 7Tl"7'17' 4UM-STREET- ^ e°"`�" # - -'EGRET 59E7 55 Z 77 . 76 75 74 73 72 i 54 t 53 52 51 5 Li R481 i y j C 17 18 42 ;43 44 45 46 47 48 49 50 51 1 52 2 3 20 19 41 40 39 38 37 36 35 34 33 32 31 1 4 NI 5 47 48 20 21 22 23 24 1 25 26 27 28 29 30 6 -I 7 2 50 49 19 18 17 16 15 14 13 12 11 10 \ 8 C.L. UNIT UNIT 3 A.C. PAVEMENT S.F. 100,666 6" CURB & GUTTER L.F. 2,153 4" ROLLED CURB L.F. 3,975 6" MEDIAN CURB L.F. 243 4' SIDEWALK S.F. 17,733 6" PCC DRIVEWAY S.F. 16,940 CROSS GUTTER S.F. 913 STREET NAME SIGN EA. 6 TRAFFIC CONTROL SIGN EA. 5 STREET LIGHT (5800 LUMEN) EA. 8 SAWCUT EXISTING PAVEMENT L.F. 120 MONUMENT ELEVATION M. O. C. MARKING/STRIPIN - SEWER - REFER TO SEWER & STORM DRAIN PLANS. 4 OD C.L. CENTERLINE P. O. V. C. POINT ON VERTICAL CURVE F.L. FLOW LINE B. V. C. BEGIN VERTICAL CURVE B. C. R. BEGIN CURB RETURN E. V. C. END VERTICAL CURVE E. C. R. END CURB RETURN P. I. POINT OF INTERSECTION B. C. BEGIN CURVE P. R. C. POINT OF REVERSE CURVATURE E. C. END CURVE P.C.C. POINT OF COMPOUND CURVATURE P. I. V. C. POINT OF INTERSECTION T. C. TOP OF CURB "R6-1" - ONE WAY "W14-1" - DEAD END OF VERTICAL CURVE T. P. TOP OF PAVEMENT (E) OR EXIST. EXISTING F. C. FINISH CONCRETE ELEV. ELEVATION M. O. C. MIDDLE POINT OF CURVE �i FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 00 EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. S-31 (ST -14). -400.-FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. S-31 (ST -14). QuJ 3: O .1Q 32 31 4 47 1 46 145 1 44 HARRIS ROAD II KEY MAP SCALE: 1'=200' ® DENOTES SHEET NUMBER N.A.P. -o CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS BY: CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. MARIAN P. SHAW, CIVIL ENGINEER IV R.C.E. NO. 32178 (EXP. 12-31-07) TRACT BOUNDARY UNIT BOUNDARY RICHARD E. DOSS ��� ��� ��� PROPOSED EDGE PAVEMENT R.C.E. N0.48987 (EXP. 0930-08) DATE DATE TRACT NO. 6303-3 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE (661) 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'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 CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CACULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS. OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED BY: MING H. NEO R.C.E. 47651 EXP. 12-31-05 DATE APPROVED 0 APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12-31-05 REVIEWED BY: REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR TRAFFIC ENGINEER BENCHMARK: TOP OF CONCRETE MONUMENT W/COPPER POINT AT THE N. 114 COR. OF SECTION 19, 30/27, M.D.M. PER TR. 6082 - UNIT 1. ELEV = 356.55 (U. S. G. S. DA TUM) NOTES: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. ALL TEMPORARY STRIPING SHALL BE WATER BOURNE. RAISE TO FINISH GRADE ALL EXISTING MANHOLES, UTILITY BOXES, SURVEY MONUMENT ENCASEMENTS. LEGEND: (CONT.) --- PROPOSED SAWCUT LIMIT LINE Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT T,3 T,$5 TRS FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=NO.3 1/2 SIZE TR5=NO. 5 SIZE TR6=NO.6 SIZE C� CURVE NUMBER FOR CURVE DESCRIPTION. OTAPER NUMBER FOR TAPER DESCRIPTION. O ITEM OF WORK - SEE SCHEDULE CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4 FOR TYPE "B" CURB & GUTTER; FOR TYPE "C" ROLL-TOP CURB & GUTTER, CONSTRUCT DRIVEWAY PER DETAIL ON SHEET 2. CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED - . - . - . - - TYPE "C" CURB & GUTTER FLOWLINE SECTION LETTER SHEET WHERE SECTION IS SHOWN 2 UO EA. 7 G L.F. 25 O LEGEND: (CONT.) a>- X? - N a 'o tx FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19. > v [� 0C�. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). i (CA) INDICATES CALIFORNIA CODES � �O M "R1-1" - STOP "W1-2" - CURVE ARROW to � "R4-7" - KEEP RIGHT "W31 (CA)" - END / W co "R6-1" - ONE WAY "W14-1" - DEAD END 1` "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET U o "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW ao /.03 "R3 -5R" - RIGHT TURN ONLY "W1-6" -SINGLE ARROW OD - - SEWER - REFER TO SEWER & STORM DRAIN PLANS. 4 OD © SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 1-0 © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - REVISION - - D - - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS. Z � STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS BY: CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. MARIAN P. SHAW, CIVIL ENGINEER IV R.C.E. NO. 32178 (EXP. 12-31-07) TRACT BOUNDARY UNIT BOUNDARY RICHARD E. DOSS ��� ��� ��� PROPOSED EDGE PAVEMENT R.C.E. N0.48987 (EXP. 0930-08) DATE DATE TRACT NO. 6303-3 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE (661) 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'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 CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CACULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS. OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED BY: MING H. NEO R.C.E. 47651 EXP. 12-31-05 DATE APPROVED 0 APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12-31-05 REVIEWED BY: REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR TRAFFIC ENGINEER BENCHMARK: TOP OF CONCRETE MONUMENT W/COPPER POINT AT THE N. 114 COR. OF SECTION 19, 30/27, M.D.M. PER TR. 6082 - UNIT 1. ELEV = 356.55 (U. S. G. S. DA TUM) NOTES: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. ALL TEMPORARY STRIPING SHALL BE WATER BOURNE. RAISE TO FINISH GRADE ALL EXISTING MANHOLES, UTILITY BOXES, SURVEY MONUMENT ENCASEMENTS. LEGEND: (CONT.) --- PROPOSED SAWCUT LIMIT LINE Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT T,3 T,$5 TRS FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=NO.3 1/2 SIZE TR5=NO. 5 SIZE TR6=NO.6 SIZE C� CURVE NUMBER FOR CURVE DESCRIPTION. OTAPER NUMBER FOR TAPER DESCRIPTION. O ITEM OF WORK - SEE SCHEDULE CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4 FOR TYPE "B" CURB & GUTTER; FOR TYPE "C" ROLL-TOP CURB & GUTTER, CONSTRUCT DRIVEWAY PER DETAIL ON SHEET 2. CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED - . - . - . - - TYPE "C" CURB & GUTTER FLOWLINE SECTION LETTER SHEET WHERE SECTION IS SHOWN 2 UO Z < W' Z O W Z O .., N a 'o tx CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS BY: CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. MARIAN P. SHAW, CIVIL ENGINEER IV R.C.E. NO. 32178 (EXP. 12-31-07) TRACT BOUNDARY UNIT BOUNDARY RICHARD E. DOSS ��� ��� ��� PROPOSED EDGE PAVEMENT R.C.E. N0.48987 (EXP. 0930-08) DATE DATE TRACT NO. 6303-3 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE (661) 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'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 CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CACULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS. OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED BY: MING H. NEO R.C.E. 47651 EXP. 12-31-05 DATE APPROVED 0 APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12-31-05 REVIEWED BY: REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR TRAFFIC ENGINEER BENCHMARK: TOP OF CONCRETE MONUMENT W/COPPER POINT AT THE N. 114 COR. OF SECTION 19, 30/27, M.D.M. PER TR. 6082 - UNIT 1. ELEV = 356.55 (U. S. G. S. DA TUM) NOTES: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. ALL TEMPORARY STRIPING SHALL BE WATER BOURNE. RAISE TO FINISH GRADE ALL EXISTING MANHOLES, UTILITY BOXES, SURVEY MONUMENT ENCASEMENTS. LEGEND: (CONT.) --- PROPOSED SAWCUT LIMIT LINE Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT T,3 T,$5 TRS FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=NO.3 1/2 SIZE TR5=NO. 5 SIZE TR6=NO.6 SIZE C� CURVE NUMBER FOR CURVE DESCRIPTION. OTAPER NUMBER FOR TAPER DESCRIPTION. O ITEM OF WORK - SEE SCHEDULE CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4 FOR TYPE "B" CURB & GUTTER; FOR TYPE "C" ROLL-TOP CURB & GUTTER, CONSTRUCT DRIVEWAY PER DETAIL ON SHEET 2. CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED - . - . - . - - TYPE "C" CURB & GUTTER FLOWLINE SECTION LETTER SHEET WHERE SECTION IS SHOWN 2 UO Z < W' Z O W Z O .., N a 'o 0 > v [� 0C�. } v w _ � �O M � to � ®M 0 00 W co oggl. .< co M U o ao /.03 .~_'j OD .. . �"" 4 OD OD 1-0 flp .. �"0 0 Z � 1LM�IL14 lel m Z < W' J 11 ` W Z O co T .1)W w a 'o 0 °' > v [� 0C�. Z O v w _ � m � to U O 0 J M co M m Z < W' J 11 ` W Z O co T .1)W w W O 0 °' > v [� 0C�. Z O v w _ � � to U O 0 J M co M /.03 Z m Z < W' J 11 1: ry W W Z O V- f•- O W Z O Z O W = O ~ vj W o 0 J M co M Z U W I - 0 W y a 0 4� w� � N W X z a z g a O � W= U o$ Z < W' J 11 1: ry W W Z O V- f•- O W Z O Z O W = O ~ vj W o 0 J M co M Z U I - 0I W' L~LI 1: ry W W G) �0 ZQ V- O Lu m Lu LU U) LLI z J U F- C N N —/— METROPOLITAN WAY II II 16 R1-1 I I TRACT 6329 16I I\ ,SEX A> 13 DETAIL 38 TRACT 6329 16 �— TYPE IV (R) 13 I 100' 13 DETAIL 39 R2 EX. 13 DETAIL 27B 15 3ETAIL 39, TYPED R4-1 iv — — — — — — — — -- — — — �. — — — — — — —--� is --- —------------------------ — 16 TYPE IV (R) 13 ----- --- — ------ — EX. 15 15 15 15 15 R2s(CA}, R ;r R26(CA) 14 14 ... MOAD 15 15 15 N 81(CA} <o Lo 13 DETAIL 39 DETAIL 9 4 cao ro N 14I _ 13 EX. CHEVRON STRIPE M EX. R1-1 ---------------- 13 EX. DETAIL 38 (150') i.i — — c.a TYPE IV {L) TYPE IV (l) 13 TYPE IV (L) 13 EX. W3 1/ — — — — — — — — — — — — — — — — — — — ' TYPE IV (L) 13 EX. CHANNELIZER EX. DETAIL 38 (150') v DETAIL 38 N zo TYPE IV (L) 13 — — — — — — — — — — — —- - — — — — _ --- _ _-----\ TRACT 6169 EX. R1-1 I i I II i I 1 METROPOLITAN WAY HARRIS ROAD L /I I ARRRFVIATIONS C.L. F.L. B. C. R. E. C. R. B. C. E. C. T. C. E. P. (E) OR EXIST. ELEV. CENTERLINE FLOW LINE BEGIN CURB RETURN END CURB RETURN BEGIN CURVE END CURVE TOP OF CURB EDGE OF PAVEMENT EXISTING ELEVATION HARRIS ROAD 0 FURNISH AND INSTALL TRAFFIC SIGNS PER C.O.B. STD T-19. – – – – RIGHT-OF-WAY �w iP� PROPOSED EDGE PAVEMENT �NM C1 CURVE NUMBER FOR CURVE DESCRIPTION. OTAPER NUMBER FOR TAPER DESCRIPTION. O ITEM OF WORK - SEE SCHEDULE / EDGE OF PAVEMENT EX. CHANNELIZERS EX. W3-1 TRACT 6169 SCALE: 1"=50' HORIZONTAL 1"=5' VERTICAL 177 EX. R1-1 13 — EX. R1-1 13 EDGE OF r PAVEMENT ' $I0, I HARRIS ROAD EX. I I 0 GREY GOOSE STREET PM 11089 I i I I 200' TRACT 6303-3 120' 200' 11' ;EX. R1-1 13 13 DETAIL 39 CA), 200 ( Ex. i I TRACT 6303-3 TRACT 6079-1 R1-1 16 3A CA TYPE IV (R) TYPE IV (R)k%6 ( ) EX. — 13 EX. R26(CA), 16 W3-1 A) � R26(CA), TYPE IV' i — — — — — — — — — — —" -- 16 W4-1 R26(CA), DETAIL 38 — — — — — i — — — — — �- EX. R26(CA), ------------------ ----- �r r> '--------- d� DETAIL 37B DETAIL 39, TYPE D �_ TYPE IV (R) 13 04 — co n r — — — — •250' — — — — — — — — — — — — — — — — — — — a I LDETAIL 39 iv DETAIL 38 17 — — _ — —' — — — — — — — -- — Lo DETAIL 39 13 DETAIL 9 — — — DETAIL 9�T — — — — — — 13 DETAIL 39 _------- Q _ 00 — — — — — — — — — — — _ — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ a �' DETAIL38A ��— —— — — — — — — — — — — — — LLI LLI -- —--— G--------------------- -- > W FSC. R1-1 b DETAIL 38 14 TYPE IV (L) a In � 14 TYPE IV (L) Lo ;r>EDGE v W m PAVEMENT J W — — — — --- - — — — — — — _ — — — — — — — — — — — — _ _ _ _ O GENERAL DELINEATION NOTES: 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED JULY, 1992. 2. PAINTING PROCEDURES FOR STRIPPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC) 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE PRYED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER CALTRANS "MANUAL OF TRAFFIC CONTROL 1990" 5. ALL TRAFFIC SIGNS SHALL BE PER CALTRANS SIGN SPECIFICATIONS. 6. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 7. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 8. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE TRERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATONS EXCEPT WHERE NOTED OTHERWISE.. 9. ALL PERMANENT STRIPING TO BE THEROPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-10. 10. ALL TEMORARY STRIPING SHALL BE WATER BOURNE. 11. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. SCALE: 1"=50' HORIZONTAL 1"=5' VERTICAL STRIPING LEGEND DETAIL 22 INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NUMBERS A20 -A, A20 -B AND A20 -C & 24A. NUMBER INDICATES DETAIL NOON STANDARD PLANS. CONSTRUCTION NOTES: OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 13 EXISTING STRIPING TO REMAIN (SEE PLAN FOR DETAIL) 14 INSTALL TYPE A ARROW PER CALTRAN STD. A24A 15 INSTALL SURFACE MOUNTED CHANNELIZER PER CALTRAN STD. A73C AT 25' INTERVAL. 16 INSTALL SIGN AND POST AS INDICATED 17 INSTALL 12" WHITE SOLID LINE AT 450, 50' O.C. UNLESS OTHERWISE SHOWN, 18 REMOVE ITEM REVISION BY: UO 0 N o°y �w iP� o,w �NM U OD ch �0QD W ®� t' tti U0�Oa, U ao a ao < O th L LL to 4 IL IL N MARIAN P. SHAW, CIVIL ENGINEER IV DATE R.C.E. NO. 32178 (EXP. 12.31-07) RICHARD E. DOSS DATE R.C.E. NO. 48987 (EXP. 09.3008) m 0 bey\ o°y U F o,w ® C) U O Xv H e W M r> 0 ch (o 0 O z J O a H L E g ❑ 0 m z 0 MARIAN P. SHAW, CIVIL ENGINEER IV DATE R.C.E. NO. 32178 (EXP. 12.31-07) RICHARD E. DOSS DATE R.C.E. NO. 48987 (EXP. 09.3008) m 0 bey\ o°y U F o,w ® C) U O Xv H e W M r> 0 ch (o 0 O z J O U MARIAN P. SHAW, CIVIL ENGINEER IV DATE R.C.E. NO. 32178 (EXP. 12.31-07) RICHARD E. DOSS DATE R.C.E. NO. 48987 (EXP. 09.3008) m 0 z O U F 0 cr ® C) cYWF-- w w W0 H e c� z M r> 0 ch (o 0 O z J O U H L ❑ 0 z 0 vgi > �W ❑ z L L O c w 0 0 a w � ~ O N O z a a 0 z O U F 0 cr ® C) cYWF-- w w W0 H e M r> 0 ch (o 0 O z J O U H LL I 0 T CT 6303-3 EX. R26(CA) 13 DETAIL 39 PROP. R81CA _ _ DETAIL 39 — — — — — — — — U) - - — — — — — —o EDGE OF PAVEMENT ABBREVIATIONS C.L. CENTERLINE F.L. FLOW LINE B. C. R. BEGIN CURB RETURN E. C. R. END CURB RETURN B. C. BEGIN CURVE E. C. END CURVE T. C. TOP OF CURB E. P. EDGE OF PAVEMENT (E) OR EXIST. EXISTING ELEV. ELEVATION SNOWDEN AVENUE �I II II II II II I I EX. R1-1 I I I TRACT 6079-1 EX. R26 (CA), I \ EX. R26(CA) 13 DETAIL 39 PROP. R81(CA) —--- —------- _ —�/ TYPE IV (R) DETAIL 39 13 Lo � — — — —\--DETAIL 9 --- ________ ___- TYPE IV (L)13 DETAIL 38 13 TYPE IV (L) 13 13 TYPE IV (L) N -_ FURNISH AND INSTALL TRAFFIC SIGNS PER C.O.B. STD T-19. - - - - RIGHT-OF-WAY a z 0 PROPOSED EDGE PAVEMENT i.- C1 CURVE NUMBER FOR CURVE DESCRIPTION. 1� TAPER NUMBER FOR TAPER DESCRIPTION. ^ W t ,.. ITEM OF WORK - SEE SCHEDULE t i GENERAL DELINEATION NOTES: 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED JULY, 1992. 2. PAINTING PROCEDURES FOR STRIPPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC) 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE PRYED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER CALTRANS "MANUAL OF TRAFFIC CONTROL 1990" 5. ALL TRAFFIC SIGNS SHALL BE PER CALTRANS SIGN SPECIFICATIONS. 6. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 7. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 8. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE TRERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATONS EXCEPT WHERE NOTED OTHERWISE.. 9. ALL PERMANENT STRIPING TO BE THEROPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-10. 10. ALL TEMORARY STRIPING SHALL BE WATER BOURNE. 11. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 11 Millis A i SCALE: 1"=50' HORIZONTAL 1"=5' VERTICAL Al STRIPING LEGEND DETAIL 22 INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NUMBERS A20 A, A20 -B AND A20 -C & 24A. NUMBER INDICATES DETAIL NOON STANDARD PLANS. CONSTRUCTION NOTES: 13 EXISTING STRIPING TO REMAIN (SEE PLAN FOR DETAIL) 14 INSTALL TYPE VI ARROW PER CALTRAN STD. A24A 15 INSTALL SURFACE MOUNTED CHANNELIZER PER CALTRAN STD. A73C AT 50' INTERVAL. 16 INSTALL SIGN AND POST AS INDICATED 18 REMOVE ITEM EX. R15-1 /EX. R15-1 13 DETAIL 39 18 REVISION BY: (io a z 0 Z i.- � SHERBORN LL O L) ^ W t ,.. m 5 0 MSM o M M C) M (o U is. - AVENUE II I� I I I I I ol U47 10 EX. R26(CA) 13 DETAIL 38 TRACT 6079-1 i U x � EX. Rt -1 I I I I I ( EX. 13 DET CT 6079-2 39 — 13 TYPE IV (R) 13 DETAIL 39 R26(CA) w U OP. R81 \� R26(CA) jrPEIV(R) 1$ 18 R26(C tDETIIL U) G a 0 w w - ----- — — — — — — _ ------ TYPE IV(R 13 N d 0 0 EX.— m w v w � R26(CA) N DETAIL 39 13 > w z N � w DETAIL 9 — 5 — DETAIL9 N .- � — — — 13 DETAIL 38 — — — — 13 DETAIL 9 — — — — — — N — ._ — — 13 DETAIL 9 w 3 x EX. R15-1 — — ----- -------- EX. TYPE K-2 DELINEATORS ------ TYPE IV(L)�� N ------------- — — — — -- <-u 13 DETAIL 38 io — — — — — — — — — — r m 7111 Lo iv EDGE OF PAVEMENT -- C/L SOUTHERN w 0 0 PACIFIC R.R. GENERAL DELINEATION NOTES: 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED JULY, 1992. 2. PAINTING PROCEDURES FOR STRIPPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC) 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE PRYED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER CALTRANS "MANUAL OF TRAFFIC CONTROL 1990" 5. ALL TRAFFIC SIGNS SHALL BE PER CALTRANS SIGN SPECIFICATIONS. 6. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 7. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 8. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE TRERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATONS EXCEPT WHERE NOTED OTHERWISE.. 9. ALL PERMANENT STRIPING TO BE THEROPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-10. 10. ALL TEMORARY STRIPING SHALL BE WATER BOURNE. 11. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 11 Millis A i SCALE: 1"=50' HORIZONTAL 1"=5' VERTICAL Al STRIPING LEGEND DETAIL 22 INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NUMBERS A20 A, A20 -B AND A20 -C & 24A. NUMBER INDICATES DETAIL NOON STANDARD PLANS. CONSTRUCTION NOTES: 13 EXISTING STRIPING TO REMAIN (SEE PLAN FOR DETAIL) 14 INSTALL TYPE VI ARROW PER CALTRAN STD. A24A 15 INSTALL SURFACE MOUNTED CHANNELIZER PER CALTRAN STD. A73C AT 50' INTERVAL. 16 INSTALL SIGN AND POST AS INDICATED 18 REMOVE ITEM EX. R15-1 /EX. R15-1 13 DETAIL 39 18 REVISION BY: (io a z 0 Z i.- � �H LL O L) ^ W t ,.. m 5 0 MSM o M M C) M (o U is. - O Z ol U47 10 � 09 A '7 U x � 00 001 ao 0 m 44 0=. IL 7% $ a z 0 0 <U0 i.- � f LL O L) m a o M M C) M (o O Z ol U � � m I m w U MARIAN P. SHAW, CIVIL ENGINEER IV DATE R.C.E. NO. 32178 (EXP. 12.31-07) RICHARD E. DOSS DATE R.C.E. NO. 48987 (EXP. 09.30-08) U) Z g a z 0 0 <U0 i.- LL O L) m H D M M C) M (o O Z ol U I- z Z S2 U) 0 w 0 0 m w w � > w z � w 5 0 3 x <-u w m w 0 0 a a o d U) Z g a z 0 0 <U0 i.- LL O L) 0 w IY H D M M C) M (o O Z ol U I- N Ill W W LU -r MM U) U) W 00 LL 0