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HomeMy WebLinkAbout6.1-1681 Record DrawingSTANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS SHALL BE CONSIDERED PART OF THESE PLANS (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF). 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE AS NOTED ON THE SECTION(S) SHOWN ON SHEET 3 OF THIS DRAWING SET. O.G. TO BE COMPACTED TO 90% RELATIVE DENSITY PER C.O.B. STD S-25 (ST -14). 4. INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B STD T-1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B STD T-1 5. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH SEWER LATERAL. 6. INSTALL ADDITIONAL #3 iii 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. 7. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET �/4" BELOW PAVEMENT GRADE. 8. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION AT 1-800-227-2600. 9. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY, OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-2 SHALL BE LOCATED WITHIN SIDEWALK 5" FROM BACK. 10. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LIGHT FOR EVERY 10 INSTALLED TO CITY OF BAKERSFIELD, PUBLIC WORKS DEPARTMENT, GENERAL SERVICES DIVISION. 11. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPTARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY, UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 12. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE 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. 13. 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-1557-02CL. 14. 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-1557-02CL. 15. COMPACTION TEST NOTE: COMPACTION TEST SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND ALLOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 16. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. 17. A PRE -CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT THE CONSTRUCTION DIVISION AT (661) 326-3106 OR (661) 326-3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRE -CONSTRUCTION CONFERENCE. 18. 24 HOUR INSPECTION NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DIVISION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE INSPECTION DIVISION MAY BE NOTIFIED AT (661) 326-3049 19, CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY .STREETS FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR THE START OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED BY THE CITY ENGINEER. 20. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES LEO TEK EC1 THRU EC7 SERIES CREE XSP / XSPR SERIES AND OTHERS ON APPROVED LIST OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER CITY STANDARDS ST -1, ST -4, ST -8, ST -10, ST -22, D-14 CITY OF BAKERSFIELD, COUNTY OF KERN CALIFORNIA I F I a I PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 2009 PARK DRIVE CLINICA SIERRA VISTA IF I PROPOSED EAST NILES HEALTH CENTER FF 564.80 PARCEL A LOT LINE ADJUSTMENT N0. 59-05 DOCUMENT NO. 0208126422 2.06 AC. (NET) EAST NILES STREET KEY MAP 1"=50' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. LIST OF ESTIMATED MATERIALS ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES ITEM O �l -6 SF o v -a SF SUBGRADE PREP 1,700 SF PROPOSED EAST NILES HEALTH CENTER FF 564.80 PARCEL A LOT LINE ADJUSTMENT N0. 59-05 DOCUMENT NO. 0208126422 2.06 AC. (NET) EAST NILES STREET KEY MAP 1"=50' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. LIST OF ESTIMATED MATERIALS ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES ITEM QUANTITY UNIT STREET PAVEMENT 1,700 SF AGC. BASE 1,700 SF SUBGRADE PREP 1,700 SF TYPE B CURB AND GUTTER 261 LF 4.5' WIDE INTERIOR SIDEWALK 4" THICK 1,120 SF DRIVEWAYS 1 EA. STREET NAME SIGNS 1 EA. 70 WATT LED.STREET LIGHT 1 EA. CONDUIT 532 LF REMOVE EXISTING PAVEMENT 825 SF SAWCUTTING 272 LF LOCAL STREETS 300 1 LF DIAL TOLL FREE Q9 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SHEETINDEX Q1 COVER SHEET, NOTES 02 AC PAVING NOTES Q3 PARK DRIVE OWNER CLINICA SIERRA VISTA 1430 TRUXTUN AVE., Ste 400 BAKERSFIELD, CA 93301 (661) 635-3050 ENGINEER RUETTGERS & SCHULER 1800 30th STREET, Ste 260 BAKERSFIELD, CA 93301 IAN J. PARKS (661) 327-1969 BENCH MARK USED E 1/4 COR SECTION 25 29/28, DIV. OF HWYS BC IN LH LOCATED AT NILES STREET AND MORNING DRIVE ELEVATION=559.624 KCS FB 1064, PG 24 BASIS OF BEARINGS ALL BEARINGS AND DISTANCES ARE RECORD OF PARCEL A OF LOT LINE ADJUSTMENT NO. 59-05 RECORDED AS CERTIFICATE OF COMPLIANCE DOCUMENT NO. 0208126422 IN THE OFFICE OF THE KERN COUNTY RECORDER. LEGEND OF ABBREVIATIONS AND SYMBOLS TC TOP OF CURB ACD ASPHALT CONCRETE DIKE FL FLOWLINE ELEV. DEP. 178 HWY TO TOP OF GRATE NO. NUMBER GB GRADE BREAK STD. STANDARD FG FINISH GRADE TW 1�k RG ROUGH GRADE NTS OQ COLLEGE A V FS FINISH SURFACE W CATCH BASIN INV 0 AC ASPHALTIC CONCRETE FP FINISH PAD ELEV. AB AGGREGATE BASE BCR BEGIN CURB RETURN CONIC CONCRETE NILES STREET CY CUBIC YARDS EP EDGE OF PAVEMENT PROJECT ELEVATION LOCA TION I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, U/V/l DRIVE OMISSIONS, OR VIOLATIONS OF THESE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE uj W pACPIONEER (� J uj 44 BRECKENRIDGE Q ROAD l � � 2 BRUNDAGE LANE S APPROVED BY: IAN J. PARKS, PE NO. 58155 DATE EXP. 06-30-14 _ 58 HWY CL LEGEND OF ABBREVIATIONS AND SYMBOLS TC TOP OF CURB ACD ASPHALT CONCRETE DIKE FL FLOWLINE ELEV. DEP. DEPRESSION TO TOP OF GRATE NO. NUMBER GB GRADE BREAK STD. STANDARD FG FINISH GRADE TW TOP OF WALL ELEV. RG ROUGH GRADE NTS NOT TO SCALE FS FINISH SURFACE CB CATCH BASIN INV INVERT OF PIPE AC ASPHALTIC CONCRETE FP FINISH PAD ELEV. AB AGGREGATE BASE BCR BEGIN CURB RETURN CONIC CONCRETE ECR END CURB RETURN CY CUBIC YARDS EP EDGE OF PAVEMENT ELEV ELEVATION VICINITY MAP NO SCALE MIN MINIMUM MAX MAXIMUM RD ROOF DRAIN TYP TYPICAL NOR NORMAL STA. STATION CL CENTERLINE REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE 0 o �� N W� Waz yM (5.. E'z o'm HAW �? WU> U Q tor` in o Y �2GO REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE o REVIEWED BY: TRAFFIC ENGINEER Z J Q in 1. ENGINEER'S STATEMENT: n� I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH COUNTY OF KERN C ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD.00 I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THESE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE uj W O (� CORRECTED DURING CONSTRUCTION. uj 44 U l APPROVED BY: IAN J. PARKS, PE NO. 58155 DATE EXP. 06-30-14 CL U 0) W N WLu at C+ APPROVED BY: RA� S, PUBLIC WORKS DIRECTOR DAT R.C.E. 39880, EXP. 12/31/15 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE o REVIEWED BY: TRAFFIC ENGINEER m J in 1. SHEET NO. REVIEWED BY: TRAFFIC ENGINEER DATE J A.C. PAVING TESTING 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 STEAMREFINED 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. A.C. PAVING TESTING NOTES (CONT.): 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90 PERCENT OR MORE THAN 96 PERCENT THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE 18. AT THE CONTRACTOR'S EXPENSE. 19. 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, 20. 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 NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 21. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: 22. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: 23. A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PI ANF AT ANY POINT SHAI I NOT VARY MORF THAN 0.04 FOOT AROVF OR RFI OW THE GRADE I 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 P) 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 J ,� BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, C 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, PAVINGLzz OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED W ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT U ro THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON L ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED L ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND hO RAKED TRAFFIC. A KRAFOTMPAPER, OR OTHER ND CPACTED TO FORMTAPPROVED BOND OBREAKER BEFORE OPENED MABE PLACED UNDERTHE CONFORMS TO td FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATION RESUME. 03 ,U 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 92 PERCENT OF THE MAXIMUM THEORETICAL L U DENSITY AS DETERMINED BY ATSM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. I~ ca 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN u W 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 h 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. 1 �2o- 1 I -I (.&'1 N M W W W s rWt� �-E Vat 0 to U y � O O s � m � I 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 P) 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 J ,� BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, C 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, PAVINGLzz OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED W ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT U ro THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON L ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED L ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND hO RAKED TRAFFIC. A KRAFOTMPAPER, OR OTHER ND CPACTED TO FORMTAPPROVED BOND OBREAKER BEFORE OPENED MABE PLACED UNDERTHE CONFORMS TO td FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATION RESUME. 03 ,U 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 92 PERCENT OF THE MAXIMUM THEORETICAL L U DENSITY AS DETERMINED BY ATSM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. I~ ca 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN u W 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 h 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. 1 �2o- 1 I -I (.&'1 2 U � O 4 U) Q m h � Lo O W Uv li 2 I I KCS MON IN LH PAVED OVER POSITION RESET RECORD TIES ELEV.=554.04 EAST NILES IMPROVEMENTS — BEING CONSTRUCTED UNDER PERMIT FROM COUNTY OF JH TOP = 552.49 KERN — 1 I � I Wv SSJ SD, � 0 1 wl Ld N3 M N T J in z IN Lj I w LEGEND 2 4 .n 8 EWER- _ 6"= WATER. w REMOVE EXIST. WATER METER �t D=9039'34" PER EAST NILES R=30.00' C.S.D. L=47.47' T=30.35' RELOCATE EXIST. POWER POLE RELOCATE EXIST. POWER POLE OCONSTRUCT STANDARD HANDICAP RAMP PER CITY OF BAKERSFIELD ST -10 ® SAWCUT AND MATCH EXISTING PAVEMENT J e +I O CONTRACTOR TO RELOCATE EXISTING VAULTS, RISERS AND PULL BOXES. MANHOLES AND VALVES ARE TO BE ADJUSTED TO GRADE SIDEWALK PER CIN OF BAKERSFIELD ST -1 AND ST -8 Q— N O CONSTRUCT 25' WIDE COMMERCIAL DRIVEWAY APPROACH © INSTALL 70 WATT LED STREET LIGHT PER C.O.B. STD. ST -22 STREET LIGHT # 32527 mom O TYPE "B" PER COB ST -4 M NUS v ^ 5..� aQ N Qo EXISTING MONUMENT (PROTECT IN PLACE) W O BAKERSFIELD D-15, 14' CURB OPENING -CD,- I= F 0 NO J O W O O wN 3N w 0 N m o J� X Q Of F CITY OF BAKERSFIELD W Z � N = - � i-- O O M,,. U (j Z O z W w � H ro ... � 0,� .. -- CONSTRUCT ? +o0 12+00 4' WALKWAY - 3+00 } SEWER 2 4 .n 8 EWER- _ 6"= WATER. w REMOVE EXIST. WATER METER �t D=9039'34" PER EAST NILES R=30.00' C.S.D. L=47.47' T=30.35' RELOCATE EXIST. POWER POLE RELOCATE EXIST. POWER POLE OCONSTRUCT STANDARD HANDICAP RAMP PER CITY OF BAKERSFIELD ST -10 ® SAWCUT AND MATCH EXISTING PAVEMENT O CONSTRUCT STANDARD CURB &GUTTER TYPE "B" AND O CONTRACTOR TO RELOCATE EXISTING VAULTS, RISERS AND PULL BOXES. MANHOLES AND VALVES ARE TO BE ADJUSTED TO GRADE SIDEWALK PER CIN OF BAKERSFIELD ST -1 AND ST -8 o w O CONSTRUCT 25' WIDE COMMERCIAL DRIVEWAY APPROACH © INSTALL 70 WATT LED STREET LIGHT PER C.O.B. STD. ST -22 STREET LIGHT # 32527 mom O TYPE "B" PER COB ST -4 > NUS v 5..� O CONSTRUCT STANDARD TYPE "A-1" CATCH BASIN PER CIN OF Qo EXISTING MONUMENT (PROTECT IN PLACE) W O BAKERSFIELD D-15, 14' CURB OPENING -CD,- PROPOSED STREET LIGHT 10+00 564 560 556 552 548 544 11+nn 1 562 EXIST. R/W & 562.78 CORPORATE BOUNDARY 562.84 FS RELOCATE EXIST. POWER POLE TI = 4.5 R -VALUE = 36 CONSTRUCT 0.25' TYPE 'B' A.C. PAVING OVER 0.45' CL II AGG. BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% RELATIVE COMPACTION 12+00 WATER 2" CONDUIT Z 3 #8 CONDUCTORS # 32527 13+44 3 � w SEE DETAIL 1 I IN BELOW RIGHT 1. CONTRACTOR SHALL COORDINATE WITH CITY OF BAKERSFIELD CONSTRUCTION HOUR(S) IF ANY ARE APPLICABLE. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND COORDINATE THEIR RELOCATION OR ADJUSTMENT IF ANY ARE APPUCABLE. 3. 4" PVC SEWER, 3" & 4" P.V.C. WATER CONNECTIONS AS APPROVED BY EAST NILES C.S.D.. 0629111111 14+00 KCS MON IN LH LS 47'3 rL PARK &COLLEGE ELEV.=663.18 CONNECT TO EXISTING STREET LIGHT CIRCUIT ON POWER POLE I INSTALL STREET LIGHT CIRCUIT WITHIN CITY RIGHT OF WAY CONTRACTOR TO INSTALL CONDUIT UNDER SIDEWALK AS REQUIRED USING TRENCHLESS METHOD, OR AS APPROVED BY THE CITY AND OWNER. 0- O 0 .- W � W Waz w OMi o w 'W mom O > NUS v 5..� N 0 M [F -M W O Of M r F Of UM O 0 r o X Of F W � N = U O O M,,. o ~ Q z W � ro ... � 0,� .. 2" CONDUIT Z 3 #8 CONDUCTORS # 32527 13+44 3 � w SEE DETAIL 1 I IN BELOW RIGHT 1. CONTRACTOR SHALL COORDINATE WITH CITY OF BAKERSFIELD CONSTRUCTION HOUR(S) IF ANY ARE APPLICABLE. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND COORDINATE THEIR RELOCATION OR ADJUSTMENT IF ANY ARE APPUCABLE. 3. 4" PVC SEWER, 3" & 4" P.V.C. WATER CONNECTIONS AS APPROVED BY EAST NILES C.S.D.. 0629111111 14+00 KCS MON IN LH LS 47'3 rL PARK &COLLEGE ELEV.=663.18 CONNECT TO EXISTING STREET LIGHT CIRCUIT ON POWER POLE I INSTALL STREET LIGHT CIRCUIT WITHIN CITY RIGHT OF WAY CONTRACTOR TO INSTALL CONDUIT UNDER SIDEWALK AS REQUIRED USING TRENCHLESS METHOD, OR AS APPROVED BY THE CITY AND OWNER. 10+00 11+UU 12+UU 1 S+UU 14+UU 576 572 568 564 EX. 30' J� 111 S tY. I III VARIES 2.0% MIN. EXISTING ROAD I 3.0% MAX VAR— EX. TYPE "A" CURB GUTTER SEE PAVEMENT VARIES TYPICAL SECTION - PARK DRIVE STA. 10+85.63 TO STA. 13+59.00 4" SEWER LINE 3" WATER METER 6" -WA ' DOUBLE DETECTOR CHECK VALVE 560 4" FIRE WATER 2-1/2" WATER L 556 RECORD DRAWING NOTE: UTILITY IMPROVEMENTS TO BE CONSTRUCTED PER EAST NILES C.S.D. DESIGN STANDARDS. INSTALL FIRE HYDRANT PER I B DETAIL W-6 6" P.V.G. e ti_y0 DETAIL 1 r'=1 BACKFLOW ASSEMBLY I 1-1/2" P.V.C. LANDSCAPE CONNECTION I 0 10 20 40 SCALE: HORIZ. 1" = 20' 0- O 0 .- W � W Waz w OMi J NC 'W mom O > NUS v 5..� lI O N N M [F -M os� cc) rD m Of M r O M,,. ro ... � 0,� .. -- - } N Q U i i 16 7- V N N O m W — M of (I N 9vri N W 00 LO + N a6 '� + N m .3.58%— o rn W O W J _____ li Q J N m O d 10i — o tri — — w U'' EXISTINK GRADE - AT SAW UT LINE I 3 08% -- PROPOSED - PROFILE GRADE I r 46.44 LF 24" — CLASS EZ RCP - — EXISTING 24' SD 02.30% - -- - -_-----"--__-- � -- _ VERIFY ELEVATIONS '— CONNECT 24' RCP TO NEW TYPE B MINOR STRUCTURE O m } z W O M O Zcd O 1- wU >n Oji O+ DPr _ON rn�z z N O J w w o O N U O N --- — ---- --- N Q Oowzo r•� wz0 0:O D_E-3- m woo: om 10+00 11+UU 12+UU 1 S+UU 14+UU 576 572 568 564 EX. 30' J� 111 S tY. I III VARIES 2.0% MIN. EXISTING ROAD I 3.0% MAX VAR— EX. TYPE "A" CURB GUTTER SEE PAVEMENT VARIES TYPICAL SECTION - PARK DRIVE STA. 10+85.63 TO STA. 13+59.00 4" SEWER LINE 3" WATER METER 6" -WA ' DOUBLE DETECTOR CHECK VALVE 560 4" FIRE WATER 2-1/2" WATER L 556 RECORD DRAWING NOTE: UTILITY IMPROVEMENTS TO BE CONSTRUCTED PER EAST NILES C.S.D. DESIGN STANDARDS. INSTALL FIRE HYDRANT PER I B DETAIL W-6 6" P.V.G. e ti_y0 DETAIL 1 r'=1 BACKFLOW ASSEMBLY I 1-1/2" P.V.C. LANDSCAPE CONNECTION I 0 10 20 40 SCALE: HORIZ. 1" = 20' In g 'L So W 0 , Z W U vi 0 U U W m co 0- O 0 .- W � W Waz w OMi J NC 'W mom O > NUS v 5..� lI O N N M [F -M os� cc) rD m In g 'L So W 0 , Z W U vi 0 U U W m co