Loading...
HomeMy WebLinkAbout6.1-1685 Record Drawingv oavo worn t � wwrnW uwiZw+ w `Z/ O wzF a M ��cOiF��iZ�Z M i--z&wx0 0) U) WWXH22!ywwQ � zwwwv0�'2C�i� W Z i r w�x��vx�zm Oti SwF- zrnw-Q F- >- =C-4 wSOw w�U�LL � F W a M gaw�zzf-o3 U CD ¢aWE� 4aswz t3 co rkA F) F�ff s3 2%V00 ww � rowQz O Z �- nW YWdA z LL z3pa YzSaWZ V3ZwW.p9w�WW>-OVNz{l z 2 < L� m N ta03n_Zu'_w W 0o d�ai�°�° W N M �w� oQ Z N O Q��4 �xUQUO V U) ti '6 <'wii_mzo Z M 3800z0www .rOz� vy (DRNIA AVENUEpIL6m W!" Ir W W r' r CALIF 4 w z VZZ O Z 0 N� UFx-Z4wl- Q 2w /��// Q vzow�'WwZWLL04 LLj:R W W� !E' V U Z 0 T O r ��=v`c�iia�� Q_ w O G(nwx�zQJA p &30FPM NC LS o 11A R 2 wzoxvrnwx�a:� �0137 3a¢0=>��orwn Ri Qw03-wwLuZm 0w xw0 W p w> m F co oOpsco }ai�-O=z w_w ¢w20z_j jm i 10 EE X V K AK RSFIELD, CALIFORNIA w cn LLj rn Z D0 0:: <j Z Z a_j007 i �J¢ZVZQbW -4- .. Or tnW mommw;o=U-}' IX aREVIEWED BY: WwZ�0mc)<x Q Z- � mWQaZZUw� W 2 wa ZK-mo 0 W m L1J aJw8acwz�a a. TRAFFICENGINEER, CITY OF BAKERSFf ELD DATE W o Z 1 o o 0_ w z L aYZomvWic�N2 0 > REVIEWED BY: �-- xmw(L �zm Q W Om> DOS u- a o n 3L� WW01 0 0-iw 0 U m t� o ;mQWZmwo '*\r1EER b' V / �-mtn0�0w0 �• R U to ,��• CID W Z ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFtELD DATE ul)0� Q 0 0 0 z N �o M Q Uom?}OZDa W ; _ U CAI tL�l�0UmWJJ U 0 OZZWQJ— APPROVED BY: L o0 <wmEQm P� P MATERIALS LIST L a�EZ� ESTIMATED QUANTITIES FOR PLAN Z o Q ,j CHECK AND INSPECTION FEE CALCULATIONS. z o P F rr -7 `'C UNDERGROUND SERVICE ALERT _ Q o W of 0 s��v�tnZwo NOT TO BE USED FOR BIDDING PURPOSES. � � o o N U o PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE oFsour"ERNCALIFORNIA C.� W w J Z Q Z W W W W z tnox� U? NICOLAS FIDLER C 61069 � W r M � W — o=>— STREET IMPROVEMENT PLAN L >_ O o m O o U uj �\�1` BEFORE r0U a�F ARTERIAL STREET 715 L.F. �~� � = o w = c� o w z 0.50' A.C./40' A.B. (CALIFORNIA AVENUE) 9,442 S.F. < Z 0.70' A.C. /0.34' A.B. /0.34' A.S. 4,934 S.F. " J (RIGHT TURN LANE -CALIFORNIA AVENUE) s A 6" CURB AND GUTTER 141 L.F. 6" CURB 405 L.F. 4" THICK SIDEWALK 3,105 S.F. TRAFFIC CONTROL SIGNS 7 EA. `' ` `' z WHEEL CHAIR RAMPS 5 EA. DIAL TOLL FREE 140-227-26M STREET LIGHTS (9500 LUMEN) 3 EA. AT LEAST TWO DAYS BEFORE YOU DIG W W CROSS GUTTERS (8 WIDE) 2 EA. —� SAWCUT 746 L.F. W STRIPING 1,040 L.F. N, W � 0 > Cn STORM DRAT 0 W � SHEET No. INDEX 18" R.C.P. STORM DRAIN 12 L.F. .� BENCHMARK USED: ADJUST TYPE "A" CATCH BASINS TO FINISH GRADE 2 EA. O TITLE SHEET O GENERAL NOTES -DETAILS W --- CHISELED "0" ON TOP OF CURB ON SOUTH SIDE OF 30 CALIFORNIA AVENUE PLAN a� -- CALIFORNIA AVENUE 300 FEET EAST OF REAL ROAD. AND PROFILE � LEGEND � ® Q CALIFORNIA AVENUE STRIPING ELEVATION = 394.175 FEET (USGS DATUM PER C.O.B. CL- CENTERLINE AND SIGNAGE PLAN LU BENCHMARK BOOK) DWY- DRIVEWAY W FL- FLOWLINE W BCR- BEGIN CURB RETURN C:) ECR- END CURB RETURN 3aoo CALIFORNIA AVENJUE Z PI- POINT OF INTERSECTION FUTURE COMMERCIAL EC- END CURVE DEVELOPMENT TRUXTUN AVENUE BC- BEGIN CURVE 'VA U) 00 PIVC- POINT OF INTERSECTION VERTICAL CURVE Lu RAILROAD TRACKS POVC- POINT ON VERTICAL CURVE zM Q BVC- BEGIN VERTICAL CURVE EVC_ END VERTICAL CURVE i PARCEL 1 PARCEL 2 PARPmw CEL 3 2 Q PRC POINT OF REVERSE CURVATURE Ld I P� 1 7 PMw 11-0137 O W PCC- POINT OF COMPOUND CURVATURE 11-0137 EASTON DRIVE POC- POINT ON CURVE w i V 11 W GB- GRADE BREAK U - - -- PR0✓ECT 9a HP- HIGH POINT F S/TE CALIFORNIA AVENUE TMH- TOP OF MANHOLE ELEVATION CALIFORNIA q ALIFORNIA AVENUE a s� INV.- PIPE INVERT ELEVATION 3 (E,S,N,W)- (EAST, SOUTH, NORTH, WEST) .� P.V.C.- POLYVINYL CHLORIDE EX. COMMERCIAL Lti RESTAURANT o _p ¢ t = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ALL LENGTHS PRIOR TO BIDDING THIS PROJECT LEGES J<v R.G.J.- RUBBER GASKET JOINT o co CB- CATCH -BASIN Q SHEET INDEX NUMBER o 55 IN O R.C.P.- REINFORCED CONCRETE PIPE -N- p -- a DRAINAGE KEY M A t- �� CATCH BASIN SCALE: 1'=200' 9500 LUMEN STREET LIGHT DATE 06!03!2014 LO CN PA JOB No. 2507 uj SHEET VICINITY MAP 0 w NO SCALEQL It 0L N COB RECORDS No. OF 4 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFOR IA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4637, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EA EMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE I OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY �ERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE 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 STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONS RUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 2 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN 0 THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND j SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND 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 FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE REVONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. COB STREET IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL S REQUIRED BY 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 OBSTRUCTION WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY 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 CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH (T) OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS (T=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. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% 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). 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 CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU. YD. OF CEMENT AND HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.50. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS 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. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT 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. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T-19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. COB ASPHALT 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 CAL TRANS 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" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND 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 PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92-1.02(B), "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF 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 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. ALL OTHER TEST RESULTS SHOULD NOT BE 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 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 JOINTS SHALL MATCH 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 DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND 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 OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, 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. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 967o, 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: (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 CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED 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 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 CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE 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 THOSE MATERIALS - OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. THE 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 ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED 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. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, UNLESS OTHERWISE NOTED) CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION ® ST -1 CURB AND GUTTER (TYPE -A-,-B- AND "C") ❑ ST -17 WIDE CROSS -GUTTER ❑ ST -2 COMMERCIAL DRIVEWAY ❑ ST -18 MEDIAN CURBS (TYPE "M","M-1" AND "M-2") ® ST -3 SIDEWALK ❑ ST -19 HANDICAP RAMPS ❑ ST -4 RESIDENCE DRIVEWAY ❑ ST -20 PRIVATE STREET GATES ❑ ST -5 HOUSE NUMBER FOR CURBS ❑ ST -21 'REFUSE CONTAINER PAD ST -6 PAVEMENT PATCHES ® ST -22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS ❑ ST -7 CROSS -GUTTERS ❑ D-10 SIDEWALK UNDERDRAIN ❑ ST -8 26 INCH PART CIRCLE CULVERT ❑ D-11 DRAINAGE BASIN ® ST -9 STREET SPECIFICATIONS ❑ D-14 CATCH -BASIN, TYPE "A" ® ST -10 STREET SECTIONS ❑ D-15 CATCH -BASIN, TYPE "'A-1" ❑ ST -10A STREET SECTIONS ❑ D-16 GUTTER DEPRESSIONS ® ST -11 STREET CROSS SECTIONS ❑ SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION ❑ ST -12 ALLEY CROSS SECTION ❑ SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ ST -13 SURVEY MONUMENT ❑ T-1 STREET SIGN, POST TYPE ® ST -14 "STREET LIGHT, MAST ARM TYPE ❑ T-3 MAJOR COLLECTOR TRANSITION ❑ ST -15 CUL-DE-SACS ❑ T-12 MINIMUM ACCESS DESIGN ❑ ST -16 STREET KNUCKLE ® T-19 MISCELLANEOUS SIGN DETAIL "FIBERGLASS STREET LIGHTS NOT ALLOWED ❑ T-34 TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES ® T -XX STANDARD RIGHT TURN LANE INTO COMMERCIAL OR PRIVATE DEVELOPMENT CALTRANS STANDARD PLANS 1 THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN ® A88A & B DESCRIPTION CURB RAMP DETAILS Flm the 1 • Unbes AvvW or gWvW ! ether> x by bie CRY Eng W I i, 2' --i f--{ -- ---------- b-- 6' For CamwvW t7 iwn I I i see C ty of &aParsfi* o skrda* 37-3 R ST --4 (SIMILAR) II I fI I Ftolr the b^ I A ! Arr i; j'f N r I N NOTES 1. 8* abler► mol be aced OW 6*0 oanbairts N*t Wd T-6 may be meed odw other oarrairtibrrs 2 $ee City of BoAwv&V standwd ST -1, Tjpe T mb and putts, tier d gr$rmAh dbww m mW a0m 3 $ee all of B hnw star w 57-x4 for sbachrd powment aeeco h/annaft 4 concede to boar aur (5mm) mo by 2.r (5aw) as (aleap �a Iwo aimw at t '_V (i*n) a 5 Sammi '+9 e* of pa►mlart as d wlsd by a Remo, ry km a ierbc k or necessary signs per dty ieoierrrents or as disetod by ft CRy 6100_ 7. Any d Wp absW w *ram Ma stanalrrd must be gq mw h ffft by me all End TME 'A" The who sbdl may for Concrete Structural 7hkknesw .t, Congmte AB Dwth Subbow AS th salt 0.5' (15omm) 0.34' (immm) 0.34' (1o&mn) 7.5 - 0.6' (185mm) 0.34' (f05mm) , a-%#, (lOSmm) ` P0il a=omm) 0.34' (105rr+m) a34' (105mm) z a 8' (230mm) a34' (1o5mm) 0.30' (150nam), 12.5 a 9' (260mm) a -w (l05mm) 0.80' (245mm) 1.5'(44m) AW Sm \ ' I Srabboar i a •A' canasta SECTION , A -A &** A a d AW Sm x T 95x rwbthe ct� f11. ms- T-tavv I MODIFIED RIGHT TURN LANE INTO COMMERCIAL DEVELOPMENT NO SCALE U LL Qpw-,UO wOtn Z U m Z W U co W cimwvwiur�}7d}FO Z F LLp V z J u� U wm"'RSEI2 w MZo-2o Wffi MOT WtAU3LL �= a4a"'SzZQ a a aaoo L � a ws1- s z ocgW�caa�ZaF-W deg 3 u 00Qmuy gC'Du23.j ioz8 a 8!> J� U m w= w F� 0 Z m p o o pwp oo a§WWzo �¢ z�oWowa2oo awe.*wxv�oaoCL w ujaUatp z0Z OwLU Z�wLLUaa Ow _2mUw ,��4o OZ w ow w a Z m� a Z Z Z V w w Ow > U - m ff W Z Q U ZLu Lu 0 y Q O U v� 0 is �t'nW jUQZ; p0 w O Q W co J O m O>:w U-- Z9 w' mooz�ZQZ an wL��waIuj v'i>u~i W . W or O La U z z _ 0 G) Lo W z L-7 Q (j a Cl > U� CO V) 0:) LL Z Y Q W m N co z 1)o Z W N �M W _ N c/ o 0 N o a - Cr. Ce a r� a k 0 w LL, ca W rZ w o � w a a¢. �NEER 4g b 4 -Al CO) Cn 0 6 O�y Ir U, w z� aZ J w Z Q W Q 3;0Z a0 � J wU w o w C) U) M 0 DATE 06/03/2014 04 PA JOB No. 2507 W SHEET m UJ0 a: LO 2 a i 0 % (�Q',S OF 4 SHEETS z 0 S2 0 DATE 06/03/2014 04 PA JOB No. 2507 W SHEET m UJ0 a: LO 2 a i 0 % (�Q',S OF 4 SHEETS EXISTING WATER MAIN CONTRACTOR TO COORDINATE INSTALLATION OF DOUBLE OFFSET IN EXISTING WATER MAIN PRIOR TO INSTALLATION OF STORM DRAIN STUB. CONSTRUCT 12 L.F. 18" CL -3 RCP W/RGJ STORM DRAIN 0 0.157., PLUG END FOR FUTURE TIE IN. 18" INV S= 387.27 CONSTRUCT PIPE _ SADDLE PER C 0 B STD DWG D-9 18" INV N= m 0) o L` w o ------- INSTALL -- INSTALL HIGH STRENGTH GROUT TO RAISE INVERT OF BACK OF CATCH BASIN TO 387.25 -EX. 18" STORM DRAIN EX. 18" i N V= OVER RELOCATED 387.25 4'± 387.09± WATER MAIN EX. 18" INV S= 387.14± ��� EX. 8 SWR INV= 384.12± EXISTING FIBER OPTIC LINE B T RM DRAIN SECTION 3 N.T.S. IMMI 1rU" L-4016 9rVIEMEgr SECTlt+NS SEGTibW A= Cok►*rRUCT STANDARD comPIEICclAtL. pQIVL APP2d4GI.1 PtIZ C. o. t3. 3 TD DWG• aT -3 . (p•• cowlcrtETE w (W •!L4 IZFSA R . SECTIOIJ 6: Co.157R,uc11" 0.5& CC*ICZCTE W 414- IZ*SAM AT IS" O.c. FLl poREcr)okl CNEtZ VARY►*tC) AC,G• BASE- TNICtWESS CVER, 0.75' WAr c,Qn coMPACTEo TO 451/0 ~. CQ0517'1. W Z SI-CnC J c : e.0 -4I WItUCT a$o' C000_METE. 0Ve2 0.50' J AC &G 13ASE CYE R 0.75' *)Ar- GAZO COMPAC t0 '! O 4 S% MAX . M 01,1 r*Y. LLJ FF_ W_ U LEGEND OFFSET FROM CL TO CURB 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 15+94.39 EXISTING UTILITY POLE Os EXISTING SEWER MANHOLE OD EXISTING STORM DRIAN MANHOLE t EXISTING SEWER ss J() r EXISTING STORM DRAIN SD +~ EXISTING WATER MAIN w GAS EXISTING GAS MAIN FO EXISTING FIBER OPTIC LINE DEDICATION TO THE U M EXISTING FIRE HYDRANT D4 EXISTING WATER VALVE FL FLOWLINE STATION 0214029405, O.R. RIGHT-OF-WAY - - + INSTALL TRAFFIC SIGN PER CITY STANDARDS -� INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. 91'28'29" ST -14 AND C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODULES INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, C CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. JZ�w 00m J W O Wx� r "0 0 mm:) + 0 N > = M LO i 05 43 r �mw CV M U 35, TRANSITION FROM 6" CURB TO 8" CURB IN LAST 10 FEET cl�'�� �9 F Q CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 2Q CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 3Q CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD FLAN A88A CASE "A". ® CONSTRUCT MODIFIED RIGHT TURN LANE INTO COMMERCIAL DEVELOPMENT SIMILAR TO C.O.B. STD. DWG. T -XX. SEE DETAIL A . 2 D SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. © RELOCATE EXISTING FIRE HYDRANT, COORDIANTE WITH UTILITY OWNER. m EXISTING CATCH BASIN TO REMAIN IN PLACE, CONTRACTOR SHALL ADJUST TO MATCH DESIGN GRADE. ® EXISTING FIBER OPTIC UTILITY BOX TO REMAIN, CONTRACTOR SHALL ADJUST TO GRADE. 9D RELOCATE EXISTING "GET BUS" BENCH. 10 EXISTING CATCH BASIN TO BE ABANDONED IN ACCORDANCE WITH CITY ENGINEER'S REQUIREMENTS. 11 CONTRACTOR TO COORDINATE INSTALLATION OF DOUBLE OFFSET IN EXISTING WATER MAIN WITH CAL WATER PRIOR TO INSTALLATION OF STORM DRAIN STUB. *SEE SHEET 4 FOR STRIPING AND SIGNAGE PLAN REMOVE EX. GUARD POST c 11 pp"I EX. 8" CURB & GUTTER o 7 /�` 3 C3 C4 - - / 23548 _ _..w..-_...__..._ ...._ o _10-9 SD SS S S S SD SS -FJA --= S Q N 5 - - ---- - --- �� 1 &�2 4 �J 12+94.81-29.50 LT m M 1 12 BGN SAWCUT 13 EX. RW CL 55' FL 10' 45' SAWCUT I LINE 15.5' 29.5' EX. PAVEMENT TO REMAIN *2%-'7% I VARIES 7777T! "i 6" TYPE "B" CURB & GUTTER W/ 5.5' WIDE SIDEWALK SEE' PLAN VIEW FOR STRUCTURAL SECTIONS COMPACT UNDER CURB,-' GUTTER AND SIDEWALK GRADE LINE (TYP.) 6" MIN. TO 90% MAX. DENSITY. (TYPICAL WHERE MODIFIED RIGHT TURN LANE IS NOT CONSTRUCTED) A CALIFORNIA AVENUE HALF SECTION EX. MEDIAN z_ PA_g9MEwr PAYEM6alr Z 3Scrn.a A SEcno N G 3o M W � U d• w p + J r U Irj VARIES -EX. MEDIAN * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS o I. OFFSET FROM CL TO CURB 10'X60' SEE BAY TAPER III) M 15+94.39 J O LT O O O r 16+04.77 O+ LT t U) n Izj DEDICATION TO THE CITY J() r O.O�Ia" ,* � J +~ 16+40.75' o�� LT 16+45.90 �z LT STREET RIGHT-OF-WAY O LT DEDICATION TO THE U M 19.95' CITY OF BAKERSFIELD 0 + 20.00' PER DOC. No. r + 0214029405, O.R. REMOVE EX. GUARD POST c 11 pp"I EX. 8" CURB & GUTTER o 7 /�` 3 C3 C4 - - / 23548 _ _..w..-_...__..._ ...._ o _10-9 SD SS S S S SD SS -FJA --= S Q N 5 - - ---- - --- �� 1 &�2 4 �J 12+94.81-29.50 LT m M 1 12 BGN SAWCUT 13 EX. RW CL 55' FL 10' 45' SAWCUT I LINE 15.5' 29.5' EX. PAVEMENT TO REMAIN *2%-'7% I VARIES 7777T! "i 6" TYPE "B" CURB & GUTTER W/ 5.5' WIDE SIDEWALK SEE' PLAN VIEW FOR STRUCTURAL SECTIONS COMPACT UNDER CURB,-' GUTTER AND SIDEWALK GRADE LINE (TYP.) 6" MIN. TO 90% MAX. DENSITY. (TYPICAL WHERE MODIFIED RIGHT TURN LANE IS NOT CONSTRUCTED) A CALIFORNIA AVENUE HALF SECTION EX. MEDIAN z_ PA_g9MEwr PAYEM6alr Z 3Scrn.a A SEcno N G 3o M W � U d• w p + J r U Irj VARIES -EX. MEDIAN * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS o I. ISS SD SS _ SD _ LO- 4 � EX. FIBER OPTIC LINE 16 i15+97.00 EX. MEDIAN Q � pAV E I'll t seeCr10*I G II ", O + O u')O r + U Li- M 11 O O N t0 + to V_ 9 _j OFFSET FROM CL TO CURB 10'X60' SEE BAY TAPER 55.00' LT 15+94.39 DATA No. 1 LT O JtOAW r 16+04.77 LOW LT t STREET RIGHT-OF-WAY n Izj DEDICATION TO THE CITY 47.50' O.O�Ia" ,* No. 0214029405, O.R. +~ 16+40.75' o�� LT 16+45.90 �z LT Nwm 45.00' LT ww U M 19.95' i rn 20.00' 32.45' 0 + a 1445.55' \ + 05'56'43" C9 \ 1 31.93' 20.52' 91'28'29" w N 2W 8 C Neico� o 547 ISS SD SS _ SD _ LO- 4 � EX. FIBER OPTIC LINE 16 i15+97.00 EX. MEDIAN Q � pAV E I'll t seeCr10*I G II ", O + O u')O r + U Li- M 11 O O N t0 + to V_ 9 _j OFFSET FROM CL TO CURB IM U 55.00' LT 15+94.39 OW N3 LT O 54.38' r 16+04.77 Lo LT t STREET RIGHT-OF-WAY n Izj DEDICATION TO THE CITY 47.50' OF BAKERSFIELD PER DOC. ,* No. 0214029405, O.R. LT 16+40.75' r LT STATION OFFSET FROM CL TO CURB 15+89.20 55.00' LT 15+94.39 54.84' LT 15+99.58 54.38' LT 16+04.77 53.59' LT 16+09.96 52.50' LT 16+30.44 47.50' LT 16+35.5946.41' 46.41' LT 16+40.75' 45.62' LT 16+45.90 45.16' LT 16+51.06 45.00' LT STATION OFFSET FROM CL TO CURB 18+96.43 55.00' LT 19+01.62 54.84' LT 19+06.81 54.38' LT 19+12.00 53.59' LT 19+17.19 52.50' LT 19+37.66 47.50' LT 19+42.82 46.41' LT 19+47.97 1 45.62' LT 19+53.13 45.16' LT 19+58.28 1 45.00' LT ADJUST ALL EXISTING MANHOLES, CLEANOUTS, CATCH BASINS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. 30 - , �.. 3 C8 _. _ _.. EX. FIBER - OPTIC LINE , S S D l� - C2 10 '' �� \ 4 1 -� C1 T�EX. MEDIAN EX. IMPROVEMENTS ��E���r t SEe-in0I's G �'. _r- r+�+ sEcr>Da �'' ` � CALIFORNIA AVENUE CONSTRUCT MIN. 0.50' TYPE "A" A.C. PAVING OVER MIN. 0.40' CRUSHED CLASS II AGGREGATE BASE OVER MIN. 1.60' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=9.5 R=57 lit M IGHT TURN LANE STRUC SECTION: CONSTRI� 0.70' ETE PAVING OVER MIN. 0.34' CLASS 11 A.B. OVER .34' A.S. OVER ' NAT COMPACTED TO 95% MAX. DEN CONSTRUCTION NOTE: CONSTRACTOR SHALL REMOVE ALL EXISTING CURB, GUTTER, SIDEWALK AND DRIVEWAYS FROM STATION 12+94.81 TO 19+94.88 HORIZONTAL: 1"=40' VERTICAL: 1"=2' -EX. FIRE HYDRANT TO REMAIN, PROTECT !. IN PLACE C9 � � 4 aBNZg 5 \ gkg V1CU'( 1 0 SP i 7 ZOX�11A / N`\ 2 pk09 rob -G U 10' X 60' SEE BAY TAPER LENGTH TANGENT z DATA No. 2 1500.55' _j4a 256.82' 19'25'27" C2 co Luz 4a 17'53'19" C3 30 31.15' 19.74' U-) V- U �z 31.68' w Z_jm 90'45'40" C5 W � X W O O C6 LL. U M 19.95' i rn 20.00' 32.45' 21.07' + C8 1445.55' \ aD 05'56'43" C9 \ 30 - , �.. 3 C8 _. _ _.. EX. FIBER - OPTIC LINE , S S D l� - C2 10 '' �� \ 4 1 -� C1 T�EX. MEDIAN EX. IMPROVEMENTS ��E���r t SEe-in0I's G �'. _r- r+�+ sEcr>Da �'' ` � CALIFORNIA AVENUE CONSTRUCT MIN. 0.50' TYPE "A" A.C. PAVING OVER MIN. 0.40' CRUSHED CLASS II AGGREGATE BASE OVER MIN. 1.60' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=9.5 R=57 lit M IGHT TURN LANE STRUC SECTION: CONSTRI� 0.70' ETE PAVING OVER MIN. 0.34' CLASS 11 A.B. OVER .34' A.S. OVER ' NAT COMPACTED TO 95% MAX. DEN CONSTRUCTION NOTE: CONSTRACTOR SHALL REMOVE ALL EXISTING CURB, GUTTER, SIDEWALK AND DRIVEWAYS FROM STATION 12+94.81 TO 19+94.88 HORIZONTAL: 1"=40' VERTICAL: 1"=2' -EX. FIRE HYDRANT TO REMAIN, PROTECT !. IN PLACE C9 � � 4 aBNZg 5 \ gkg V1CU'( 1 0 SP i 7 ZOX�11A / N`\ 2 pk09 rob -G CURVE TABLE U RADIUS LENGTH TANGENT z C1 1500.55' 508.71' 256.82' 19'25'27" C2 1455.55' Luz 229.09' 17'53'19" C3 30 31.15' 19.74' _W U uj+ 31.68' + 90'45'40" C5 1445.55' O X W O O C6 LL. U M 19.95' m CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 1500.55' 508.71' 256.82' 19'25'27" C2 1455.55' 454.44' 229.09' 17'53'19" C3 20.00' 31.15' 19.74' 89'14'20" C4 20.00' 31.68' 20.27' 90'45'40" C5 1445.55' 85.00' 42.51' 03'22'09" C6 20.00' 31.36' 19.95' 89'50'37" C7 20.00' 32.45' 21.07' 92-58'20- C8 1445.55' 150.00' 75.07' 05'56'43" C9 20.00' 1 31.93' 20.52' 91'28'29" 3 N.T.S. 31.15' 31.36'- 31.93' ON CURVE ON CURVE I ION CURVE J �O OR0Z'0O w Go0L0 Ir O d.f\ 0 O 00 W � CLO �0 F"oZM� U M � O rO ir M m b z '0 N U Go U O I\ O O OWX=G! drMWm� mO w 0) �t7 p ONj � CD �� M� u)MWONi� O QNy w N OMWUI� �.�at7M �� M NM +M O� rM + r O 16�= 3p 11 II n In ON r �= 0) �'� �'� r� d 00-t wow + r cV O + r cD r 3 m IZ rri �tLQm VOzO + � +M r _N -Jmwouj + v fT •'! r 0 LAJ^ � •� v •� 394 ................: : .: : .: .. N 0° \� �. : : : : : EX. PA►EMENT PROf7t£ : U. w ..•.... .... .. ...........394 . . . . . . . . . . . . . . . . . . 0 SANT UT. L/NE . . . . . . . . . . . . . . . . . . . . . . cv (15.5' SOUTH OF FLONINE) - - - - - -+- T - . +0. • . --- .0.30' 0.30 392 ..................... EXISTNO• FL OW/NE • . 0 . .. . . . . . . ... ... . . .-0.20 +0.50-x ........ i ...:...:. +0.34 +0.54% .349' +0.34%!/fOLN7 0.:3 4%..:392 : - +0.347. +0.1.41..................................:...:...:...........................................:. ................................ 390. . . . . . . . . . . . . : : .NOTE: VERIFY. EXISTING . LOCATION AICD ELEVATION .IN ......................................................................... ILD, PRIOR TO CONSTRUC'RON AND NOTIFY ENGINEER . • • • : 390 I ANY ...........................................THERE* ARE ..................................................................................................................•...•...•...•...•.... 388:...:...:...:.•.:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:.....:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:388 11 12 13 14 15 16 7 18 19 20 NORTH FLOWLINE PROFILE z a 0 U paLL v0 wOv� 22%! wZwa wwwzw'w1Jato ��-OpF=-�i0a w!zdZ wW=O tCv� wZ�>C'¢ �o�v;v U0�C7CC mw ffi -s z0OWN if m p p LL p oa�za5W¢mw o3 -p" - o LL:'iw c6WYWcllimz IZOp a zo W Z} W o V zw W= w >O-z=mom p=-mgZZ p` LL z � ca po3a�woma p�oW1Wap EooZW f Q w'm wo 20" E �aUa�cwnLL0z% W0<z °oZFE �oo U=UwZZ+zO LLZW§UoWUZgLcul > 15 U (aCL Lu wz00_ a- 3:: 3p►=U>o� 0Ezw oz¢o� w> }'�pwQLLFw>�Xa'L49 zwlln(�) i2p'zm wJto wwo0wz10Z CO a 0 0) 3 U U Z U) W 0 ZE W o M 0) LO .T o r ~ N cl Uto Q > cD Ili ai X C/)C5w ad ZIle <C14 W ai II) 06 Z 2 o Of 0 0 N W Z W N "' w w _ N tD o co 0 `v 0 WSW o a Q_ 1, kgEER 4t OD h a M 4 M � U d CvI U V) ocn z 04 � o 3 > Lu % m 0 DATE 06/03/2014 PA JOB No. 2507 z W SHEET m W 0 a i 0 N OF 4 SHEETS U W 1_co� w W m m 11 w w W WSW o a a a 1, kgEER 4t OD h a M 4 M � U d CvI U V) ocn z 04 � o 3 > Lu % m 0 DATE 06/03/2014 PA JOB No. 2507 z W SHEET m W 0 a i 0 N OF 4 SHEETS 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. R26(CA) E] u 1 R1-1 0 4 �c1� R1-1 `, •C� ` _. ❑ A.. C" 1 R2-1(40)/R26(CA) STA. 19+95 "GET BUS" ❑ R1-1 R26(CA) LL Li R26(CA) R26(CA) 03 -rob- N LL •_ l i STA. 12+95 ROM —R6-1(R)IRI -_z R6 -1(R) — — — _ — ' — EX. STRIPINGTO REMAIN, TYP. _ a - 1I�--11 — - 13 -I- — — __ — — — _ — — — — _—� — _ 15 _ �6_,_ ---�-T 17� -------- ----- 14 R5-1 15.97 R6 -1(R) EX. MEDIAN, TYPICAL ❑ ❑ 2411JIM119*14ml "k- MANLvi-Vidul Ow" :mff#lqkvj TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 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 STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 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. STRIPING & SIGNAGE PLAN CALIFORNIA AVENUE NOTE: ALL EXISTING STRIPING & SIGNAGE NOT SHOWN TO BE REMOVED, SHALL BE PROTECTED IN PLACE. PAVEMENT DELINEATION LEGEND O INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, AND A20D. NUMBER INC> INDICATES DETAIL NO. ON STANDARD PLAN. ED INSTALL 12" WHITE LIMIT LINE AS SHrnNN ® REMOVE ALL EXISTING PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING IN CONFLICT NTH NEW CONSTRUCTION (TYPICAL). 'C INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. R1-1 - STOP SIGN R2-1 - SPEED LIMIT R5-1 - DO NOT ENTER R6 -1(R) - ONE WAY (RIGHT) R26(CA) N NO PARKING ANYTIME "GET BUS" - GET BUS - BUS STOP SIGN NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. NOTE: 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 TO PAVING. HORIZONTAL: 1"=40' 2 0 do waw0 m0� Z"_0 Z pWQ Wmiz�=�oo F -0M zaz wwjE WO mapLU Z F�0cr-OZ-��adC<.) WWW W Gv - to 2 z w W= O W= W U 3t CD I- H - 0 2 m m g= m Z z O 0 p 9* - 3 xn.300w0vN0 <owmpr =WZ in WZ �w�c Vl OWM�U aF' ZWOu ).0a( -M z`diMZzzv�aL5:v00 W3Cp i}W0VwW=w -mom p LL F.- 0 —0 m DOT:<3waza� p�opoWLu �poo LxU =U -'UGC Z O w W CO LL w O z nd pa :1 CL Uj ar . <wuz0�j80coo jVyHZ4W/�s`�Utn CO -w Z m � Z Z U W< w>g 0 w Q 9 w uw Ca Lu S >-OLL.GrW C =T00Ct Zrr~�U>31O��FO O w= p Z<� O Fpa .j8 >p,..t WLL0 UF W p w >co m >;W-z'00�« �wOWz-i? < Lu WWOOui6jw>co U w� X 4I f t 0 , /-- 1�ks­ 0 0 0 rn 3 v cl U I 0 N rn 3 a V) r- 0 L0 N / V z LLjm W 0 Q_ i 0 L0 N w z O w U SIGN LEGEND ❑ EXISTING SIGN TO REMAIN. W INSTALL NEW 1 POST SIGN. ■ INSTALL NEW SIGN ON STREET W LIGHT STANDARD. RELOCATE EXISTING SIGN. M C) NEW SIGN LOCATION -a- EXISTING SIGN LOCATION 2 0 do waw0 m0� Z"_0 Z pWQ Wmiz�=�oo F -0M zaz wwjE WO mapLU Z F�0cr-OZ-��adC<.) WWW W Gv - to 2 z w W= O W= W U 3t CD I- H - 0 2 m m g= m Z z O 0 p 9* - 3 xn.300w0vN0 <owmpr =WZ in WZ �w�c Vl OWM�U aF' ZWOu ).0a( -M z`diMZzzv�aL5:v00 W3Cp i}W0VwW=w -mom p LL F.- 0 —0 m DOT:<3waza� p�opoWLu �poo LxU =U -'UGC Z O w W CO LL w O z nd pa :1 CL Uj ar . <wuz0�j80coo jVyHZ4W/�s`�Utn CO -w Z m � Z Z U W< w>g 0 w Q 9 w uw Ca Lu S >-OLL.GrW C =T00Ct Zrr~�U>31O��FO O w= p Z<� O Fpa .j8 >p,..t WLL0 UF W p w >co m >;W-z'00�« �wOWz-i? < Lu WWOOui6jw>co U w� X 4I f t 0 , /-- 1�ks­ 0 0 0 rn 3 v cl U I 0 N rn 3 a V) r- 0 L0 N / V z LLjm W 0 Q_ i 0 L0 N w z O w U 'v_Z o M 3i L0 co ♦♦ //�� v!Ve W z E W O M C) U T- > :) ``0 vJ 06 LL � Z he RS Q ac in N uj O Z N 0 .k:;r": W Lu N co ce O co O N CL a g o~ Lu w Z ~ m w w w W w O LL a a a Z CL DATE 06/03/2014 PA JOB No. 2507 SHEET 4 OF 4 SHEETS