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HomeMy WebLinkAbout6.1-1771A.C. PAVING TESTING NOTES: UNIT STANDARD NOTES A.C. PAVING SP7-39.01 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND CUYD 56 SUBGRADE PREPARATION SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF 420 7-1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL LF TRANSPORTATION STANDARD SPECIFICATIONS. SAW CUT ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART EA TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND STRIPING -DETAIL 38 OF THESE PLANS: 153 THESE SPECIAL PROVISIONS. LF 329 CONC. CROSS GUTTER SF 644 ST -22, S-9, D-14, D-16, D-18, ST -17, ST -2 EA PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A 3. PAVEMENT: 600 (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF rR PAVING FOR JEWETTA AVENUE SHALL BE: Know below. SECTION 39-2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. what's 0.35' TYPE "A" ASPHALT CONCRETE OVER Call before you dig. 2 0.40' CL. II AGGREGATE BASE OVER SHEET WHERE SECTION IS SHOWN ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED 1.65' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) RELATIVE DENSITY PER C.O.B. STD. ST -9. ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED 4. T INSTALL TRAFFIC CONTROL SIGNS 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. 5. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL _"may STREETS UNLESS OTHERWISE NOTED. 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 6. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A ENGINEER. MINIMUM OF 6" THICK. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE 7. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW ENGINEER'S REVIEW AND APPROVAL: PAVEMENT GRADE. A. A LIST OF AGGREGATE AND ASPHALT SOURCES. 8. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 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 9. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. SIDEWALK 6" FROM BACK. 10. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH .THE MIX STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PRIOR TO ISSUANCE OF THE PERMIT. 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 11. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS - WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL PAVEMENT SHALL BE SAW CUT EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS AND AT A MINIMUM OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH SPECIFICATIONS SHALL BE MET. THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% LIMITS OF CONSTRUCTION. OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. PAVING SEAMS SHALL BE LOCATED TO MATCH, DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS 12. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT _ OTHERWISE PERMITTED BY THE ENGINEER.STREET SUBGRADE IN ACCORDANCE NTH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM - --- SMOOTH, TAPERED CONNECTIONS. 13. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST -22. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: 14, COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY 15. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC BE SUBSTITUTED WITH PARAFFIN. RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. HOURS NOTICE. (661) 326-2049. 16. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 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. 17. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY STORM WATER POLLUTION PREVENTION PLAN (SWAPPP) FOR THIS PROJECT FROM THE CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH CONFORMS WHEN PAVING OPERATIONS RESUME. PROVISIONS OF SAID PLAN. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING 18. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON DAYS PRIOR TO PAVING. ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED 19. INSTALL BLUE PAVEMENT MARKERS AT CENTERLINES FOR ALL FIRE HYDRANT LOCATIONS. 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 20., MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER ACTUAL LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE PLANS BY THE RECREATION & PARKS DEPARTMENT. CONFORMS WHEN PAVING OPERATIONS RESUME. 21. NOTE TO STAMP AN 'S' INTO CURB FACE OVER EACH SEWER LATERAL ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL 22. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT WITH CALIFORNIA TEST 375. CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER 23. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR PER CITY ENGINEER. BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING 24. NOTE TO STAMP A 'C' ON TOP OF MEDIAN CURB OVER EACH CONDUIT LOCATION. 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 25, WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE SHOWN HEREIN. DENSITY REQUIREMENTS. 26. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SLOPE SHALL BE 27. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVED CURBING SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO SIDEWALK. REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 27. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD. ROADWAY. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIALS THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: 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 A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. SHALL BE AT THE CONTRACTOR'S EXPENSE. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE SHALL NOT VARY IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE 28. THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS 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 OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND ACTIVITY SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ THE LAST FOUR. PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. BOARD IN SACRAMENTO BEFORE THE BEGINNING. OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE THE FOG SEAL COAT SHALL BE EITHER REJUVENATING -AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN WPPP) BE PREPARED, CONTINUOUSLY IED AND ALWAYS BE FOR C ENGINEER. NSPECT10N RHOU DURING NORMAL CONSTRUC11ON S. WASTE DISCHARGE IDENTIFICATION (WD D)BLE COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER NUMBER 5F15C378026 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. FOR THIS PROJECT. NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. LIST OF MATERIALS ITEM UNIT TOTAL A.C. PAVING TONS 96 CL II AGG. BASE CUYD 56 SUBGRADE PREPARATION SQYD 420 MEDIAN CURB LF 333 SAW CUT LF 329 TRAFFIC CONTROL SIGNS EA 3 STRIPING -DETAIL 38 LF 153 REMOVE MEDIAN CURB LF 329 CONC. CROSS GUTTER SF 644 CURB RETURN EA 2 COLLECTOR Q LENGTH LF 600 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT SDMH STORM DRAIN MANHOLE EX. EXISTING SMH SEWER MANHOLE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -o-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL STREET LIGHTS ARE TO BE "LED". -o- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. STREET LIGHTS ARE TO BE "LED". N 1 M4 ED -Affilro 114;1104 c KERN COUNTY CALIFORNIA JEWETTA AVENUE STREET IMPROVEMENT PLANS 12500 STOCKDALE HIGHWAY SPR NO. 16-0332 WDID NO. 5F15C3780 V 92 - TRACT 1\10. 6250 J UNIT 12 TRINCT I\10. 6250 - UNIT 1 1\i1.8, 61 , PrS. 15- 17 60, PGS. 80-82 Ta 4$ 14 13 12 11 19 B B 7 a b 4 3 ® 7 r 8 14 11 12 13 14 is 46 17 4a 18 ! zz 23 24 25 26 t SHEET � ;! LOT C" LLA NO, 15-0411 + i I.�N 110, 15-0411 AJC, NO. 000215162444 OC. NO, 0002 "151 rJ' 2444 t i -.,____ FD. CONC. MON. WITH B.C. STAMPED ------ ____ „ LS4383" IN '-- ----- ---. ___. _._._ - ______s____ --- ____ __ •---� �`'- PER TR. NO.6250 -,-UNIT K KEY MAP SCALE: 1"=200' NOTE: 1. APRE- 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. 2. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 48 HOURS NOTICE. TELEPHONE 326-3049 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY THE CIN OF BAKERSFIELD HAVE BEEN MET. LEGEND (CONT.): FUTURE STORM DRAIN EXISTING TREE CONSTRUCT STORM DRAIN PER CITY STANDARDS INSTALL STAMPED CONCRETE HARDSCAPE EX. STORM DRAIN MANHOLE PER C.O.B. STD. DET. L-13 R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: MANHOLE TYPE "B" PER C.O.B. STD. D-18. "R1-1" - STOP "W1-7" - DOUBLE ARROW W/ OM1 -3 MARKER CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. "R26(CA)" - NO PARKING "W1-6" - SINGLE ARROW EX. SEWER "R4-7" - KEEP RIGHT "Y1-1" - CURVE ARROW EX. SEWER MANHOLE "R81(CA)" - BIKE LANE "W3-1" - STOP AHEAD "R7-9" - NO PARKING SEWER MANHOLE - CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 BIKE LANE "W31(CA)" - END CONSTRUCT SEWER PER CITY STANDARDS "R5-1" - DO NOT ENTER "R6-1" -ONE WAY BOUNDARY LOT LINE ADJUSTMENT NO. 15-0411 NOTE: - PROPOSED SAWCUT LINE SIGN NUMBERS ARE FEDERAL CODES TOP OF MANHOLE/ CLEANOUT ELEVATION UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. - - D FUTURE STORM DRAIN - - D CONSTRUCT STORM DRAIN PER CITY STANDARDS °c FURNISH & INSTALL INTERCONNECT CONDUIT EX. STORM DRAIN MANHOLE 0 CONSTRUCT STORM DRAIN TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE MANHOLE TYPE "B" PER C.O.B. STD. D-18. CURVE NUMBER FOR CURVE DESCRIPTION CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. s EX. SEWER d EX. SEWER MANHOLE Q SEWER MANHOLE - CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 S CONSTRUCT SEWER PER CITY STANDARDS LEFT OR RIGHT AS APPLICABLE BOUNDARY LOT LINE ADJUSTMENT NO. 15-0411 - - - - - - - - - - - PROPOSED SAWCUT LINE 1.0 M• 371.21 TOP OF MANHOLE/ CLEANOUT ELEVATION VICINITY MAP LEGEND (CONT. BASIS OF BEARINGS: THE BEARING OF N00'40'55"E AS SHOWN FOR THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 36, 29/26 ALSO BEING THE CENTERLINE OF ALLEN ROAD PER PARCEL MAP No. 11192 - PHASE 1, P.M. BOOK 57, PAGE 13 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCH MARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF STOCKDALE HIGHWAY AND JEWETTA AVENUE. ELEVA110N=365.33' (U.S.G.S DATUM) INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. JEWETTA AVENUE - STA. 10+00.00 TO 16+00.00 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 CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS ANDDESIGN CRITERIA SHALL BE CORRECTED DURINie-)CONV STRUCTION. � I&IJi4-Mi: A. MCINTOSH R.C.E. 33322 APPROVED i NICOLAS FIDLER 61069 REVIEWED BY: '1_..-1 DATE PUBLIC WORKS DIRECTOR DATE ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: /1-- -1/2'9/17 TRAFFIC ENGINEER REVIEWED BY: t Lei 0 , i r . H mn b, N v - M > V TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT °R FURNISH & INSTALL IRRIGATION CONDUIT °c FURNISH & INSTALL INTERCONNECT CONDUIT T�3 TR5 TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE BIKE LANE MARKINGS PER CAL -TRANS STANDARDS CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE "STOP" MARKING PER CAL -TRANS STANDARDS "AHEAD" MARKING PER CAL -TRANS STANDARDS `> EXISTING STRIPING AND MARKINGS, TYPICAL NOTE: SEE MUTCD & THE CALIFORNIA SUPPLEMENT FOR DETAILS. ALL PERMANENTS r@! STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. t ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. rR Know below. SECTION DESIGNATION: what's SECTION LEITER Call before you dig. 2 SHEET WHERE SECTION IS SHOWN BRIMHALL 1 • �1�1� _"may ' @IIIIIIIII VICINITY MAP LEGEND (CONT. BASIS OF BEARINGS: THE BEARING OF N00'40'55"E AS SHOWN FOR THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 36, 29/26 ALSO BEING THE CENTERLINE OF ALLEN ROAD PER PARCEL MAP No. 11192 - PHASE 1, P.M. BOOK 57, PAGE 13 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCH MARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF STOCKDALE HIGHWAY AND JEWETTA AVENUE. ELEVA110N=365.33' (U.S.G.S DATUM) INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. JEWETTA AVENUE - STA. 10+00.00 TO 16+00.00 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 CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS ANDDESIGN CRITERIA SHALL BE CORRECTED DURINie-)CONV STRUCTION. � I&IJi4-Mi: A. MCINTOSH R.C.E. 33322 APPROVED i NICOLAS FIDLER 61069 REVIEWED BY: '1_..-1 DATE PUBLIC WORKS DIRECTOR DATE ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: /1-- -1/2'9/17 TRAFFIC ENGINEER REVIEWED BY: t Lei 0 , i r . H mn b, N v - M > V TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT °R FURNISH & INSTALL IRRIGATION CONDUIT °c FURNISH & INSTALL INTERCONNECT CONDUIT T�3 TR5 TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE BIKE LANE MARKINGS PER CAL -TRANS STANDARDS CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE "STOP" MARKING PER CAL -TRANS STANDARDS "AHEAD" MARKING PER CAL -TRANS STANDARDS `> EXISTING STRIPING AND MARKINGS, TYPICAL NOTE: SEE MUTCD & THE CALIFORNIA SUPPLEMENT FOR DETAILS. ALL PERMANENTS r@! STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. t ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. cyrz Know below. SECTION DESIGNATION: what's SECTION LEITER Call before you dig. 2 SHEET WHERE SECTION IS SHOWN I 11 @IIIIIIIII AN EASEMENT IN FAVOR OF THE CITY OF LOT "Do r �� BAKERSFIELD FOR TEMPORARY FLOWAGE AND LLA NO, 15-0411 „y DRAINAGE PURPOSES RECORDED OCTOBER 21, DOS. NO. 0002 162444 � 2003 AS DOCUMENT NO. 0203229696, O.R. AN IRREVOCABLE OFFER OF DEDICATION IN REMOVE EXISTING.., r®' MEDIAN CURB FAVOR OF THE CITY OF BAKERSFIELD FOR r' ' ROAD PURPOSES RECORDED AUGUST 14, 1996 AS DOCUMENT NO. 0196103969, O.R. �,'� -- -- _ ` ` _ o 0 cj ori ori 04 l CITY OF BAKERSFIELD STREET EXIST. f N t j l ° RIGHT-OF-WAY DEDICATION PER R/W r' \DOC. No. 0203085467 O.R. r TRACT NO. 6250 UNIT 14 M.B. 6D, PCIS, 80-82 25 - EXIST. o 0 u v - \ >> EXIST. 12" MATER 18" DRAIN, - EXIST. D t - ---` C.L.INTERSECTION �� STA. 10+00.00, C. a' n it O S N FD, CONC. MON. WITH B.C. STAMPED t \ s Q t "LS4383" IN L.H. PER TR. NO. 6250 o 4 UNIT 1, M. BK. 52, PG. 67 \ o r'. N \ �_ ¢ ¢ `n REMOVE EXISTING MEDIAN CURB JEWETTA TYPE "M" MEDIAN CURB - EXIST EX. MEDIAN CURB VARIES 2'-t4' VARIES 1'-t16' 1.5% MIN. - 2% MAX. AVENUE MEDIAN - DEMOLITION PL, STA. 10+00.00 TO 16+00.00 SCALE: 1" = 50' HORIZONTAL --1' SAWCUT t- a L1-- 0.35' TYPE 'A' A.C. PAVING 0.40' CLASS 11 AGG. BASE 1.65' COMPACTED O.G. TO 9579 RELATIVE DENSITY. NOTE: PER C.O.B. APPROVED STREET CONSTRUC11ON PLAN REFERENCE NO. 1.1-6127-1-2. MEDIAN SECTION A SCALE 1"=10' HORIZ. 2 1"=5' VERT. P /-EXISTING CROSS SLOPE EXISTING MEDIAN CURB TO BE REMOVED RAMP SLOPE NOT TO EXCEED 2% MEDIAN CURB _ --STAMPED CONCRETE " r. TOP OF PAVEMENT 4 rr I I I I � I„ 9" 18" MIN. DETAIL "1" MEDIAN RAMP DETAIL NO SCALE LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSEC11ON ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT SDMH STORM DRAIN MANHOLE EX. EXISTING SMH SEWER MANHOLE QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT STANDARD OR APPROVED EQUAL. STREET LIGHTS ARE TO BE "LED". + FURNISH- & INSTALL STREET SIGN PER C.O.B. STD. T-1. --1- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. -co- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. STREET LIGHTS ARE TO BE "LED". EXISTING TREE �i. INSTALL STAMPED CONCRETE HARDSCAPE PER C.O.B. STI). DET. L-13 W 27 16+00 EXIST. MdDIAN _---- EX - EXIST. MEDIAN CURB & LANDSCAPING TO REMAIN ADDITIONAL RIGHT-OF-WAY 0 TRACT 110, 6250 UNIT 14 LOT " ID' M.B. 60, F'05. 80-82 AN EASEMENT IN FAVOR OF THE CITY OF r'LLA NO� �-r0�4 � 1 BAKERSFIELD FOR TEMPORARY FLOWAGE AND . 25 ®_A ° DRAINAGE PURPOSES RECORDED OCTOBER 21, .DOC. NO, 000216t162444 --' - \ 2003 AS DOCUMENT NO. 0203229696, O.R. � / -- ° '•- ° -5" AN IRREVOCABLE OFFER OF DEDICATION IN FAVOR OF THE CITY OF BAKERSFIELD FOR m w -' a' J ROAD PURPOSES RECORDED AUGUST 14, _ X M ,/ o co 26 J 1996 AS DOCUMENT NO. 0196103969, O.R. -- -` ` - v ,• w- O m a Co - ' Cfl P7 CO � Ki N U o�j 57< co --4 J °V ui,�%z U0 (3 n 0 LL: .� 1 r �m0ic-i >CR�. wpm wU \° c.raO �\� /'/ yy /'/ `�m�+ WON Wko MM =atnr5 / MWL0LO ' iQ- tQ- U < ;2t m Q"- .- \ REMOVE EXIST. txi m cn cn 1 w N cn m cn cn 2 w w v" -i ci CITY OF BAKERSFIELD STREET EXIST. /. MEDIAN CURB RIGHT-OF-WAY DEDICATION PER R/W LS. MATERIAL \ tt \ \DOC. No. 0203085467 Q.R. •' - - _ - _ _ - _ _ r DETAIL "2" BELOW __ - 2 --- T EXIST. 12" WATER Q N 18" DRAIN oO R=1.00 3 6 5 \ \ --- EXIST. MEDIAN CURB TO REMAIN OM2 -1V �R6 It -1(R) 3 16+00 EXIST. M -, -I ------ - - \ 3 14+00 - ��62.26 xEP - w X �O `�62 R5-1 e EXIST. MEDIAN CURB TO REMAIN `EXIST. MEDIAN --- t 5 ,�, �; REMOVE EXIST. N MEDIAN CURB & L.S. MATERIAL- ° -EXIST. 18" DRAIN R=1.00' ,STA. 10+00.00,- C.L. \ FD. CONC. MON. WITH B.C. STAMPED "LS4383" IN L.H. PER TR. NO. 6250 UNIT 1, M. BK. 52, PG. 67 i EXIST.F t� / J J o =� �R W ma' > J m� 0 0 w V� nN wJ ,Nn m� M w �- ZO C3 O W O a� w *- t d' ¢ Q W N O a.. to Q J zJ WN m ¢co _j m m-100 a O Q N $ m (� m -i i O mUU3 CO C. M6N. WITH B.C. STAMPED v W cad- Q v oD si to -ice a cjN cit i "`�`r' Ki Co LS 83" IN H. PER TRA No. Z v.d- rnm ``) N `� v = UM -S°' = v tai opo a n m -I 2<'- "'m C-31 mco S OM __j T- UU.) �Ue1 U ZCO.tO M UN -0 mOCR NM z ZajM 625 UNIT 1, BK. 52, PG. 7 o m o ii ,� "' If H N Q Z r"'.."`' U ►`�;`n° a o - fl J z 0i U N"' W `'04 o a +> t W Q+� 0- W n+ p < II Zr;M W �>; ¢ 0+j ZNKOj �jW W wU*) ~���,� FQ- + z� w+W ¢mil W ��� W W� J <0)it I �'w � � w ca c� ¢ a Q •\ C9 ¢ Z� W W � z w a W w +w �' ¢ CV Cl U t w Wt -U zt-U w�- i W a C7<* a ¢ d'J r t m m N t= W N t= m N 0 c3j Q c j ! Z W F- U Z C3 t- V g •- W Q_ to t= W is i to t= m a6 t i t= ' ¢cj w m cn t= w w cn t-- i\tm tnt- cd m t= TAPER DATA NO. 0 CL STATION OFFSET FROM q CURVE TABLE 0.1ORT. CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.70' 20.29' 90'49'13" 2 20.00' 30.54' 19.14' 8729'40" 3 2000.00' 300.00' 150.28' 1 08'35'40" 4 60.00' 38.55' 19.97' 36'48'47" 5 2.00' 1.52' 0.80' 43'30'19" EXIST.F t� / J J o =� �R W ma' > J m� 0 0 w V� nN wJ ,Nn m� M w �- ZO C3 O W O a� w *- t d' ¢ Q W N O a.. to Q J zJ WN m ¢co _j m m-100 a O Q N $ m (� m -i i O mUU3 CO C. M6N. WITH B.C. STAMPED v W cad- Q v oD si to -ice a cjN cit i "`�`r' Ki Co LS 83" IN H. PER TRA No. Z v.d- rnm ``) N `� v = UM -S°' = v tai opo a n m -I 2<'- "'m C-31 mco S OM __j T- UU.) �Ue1 U ZCO.tO M UN -0 mOCR NM z ZajM 625 UNIT 1, BK. 52, PG. 7 o m o ii ,� "' If H N Q Z r"'.."`' U ►`�;`n° a o - fl J z 0i U N"' W `'04 o a +> t W Q+� 0- W n+ p < II Zr;M W �>; ¢ 0+j ZNKOj �jW W wU*) ~���,� FQ- + z� w+W ¢mil W ��� W W� J <0)it I �'w � � w ca c� ¢ a Q •\ C9 ¢ Z� W W � z w a W w +w �' ¢ CV Cl U t w Wt -U zt-U w�- i W a C7<* a ¢ d'J r t m m N t= W N t= m N 0 c3j Q c j ! Z W F- U Z C3 t- V g •- W Q_ to t= W is i to t= m a6 t i t= ' ¢cj w m cn t= w w cn t-- i\tm tnt- cd m t= TAPER DATA NO. 0 CL STATION OFFSET FROM q 12+07.04 0.1ORT. 12+12.04 0.05RT. 12+17.04 0.09LT. 12+22.04 0.33LT. 12+27.04 0.67LT. 12+32.04 1.10LT. 12+37.04 1.63LT. 12+42.04 2.11 LT. 12+47.04 2.84LT. 12+86.09 9.07LT 12+91.09 9.79LT 12+96.09 10.27LT. 13+01.09 10.80LT. 13+06.09 11.23LT. 13+11.09 11.57LT 13+16.09 11.81LT 13+21.09 11.95LT. 13+26.09 12.00LT JEWETTA AVENL STA. 10+00.00 TO 16+00.00 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL DEDICATION TO C.O.B. PER DOC. B.C.R. - ELEV. 362.37 E.C.R. - ELEV. 362.15 NO. 000217005991, DATED 01/17/17, O.R. STA. 15+38.76 C.L. 63.06 LT. _ LEGEND (CON STA. 15+09.69 C.L. 65.10 LT = CONSTRUCTION CONSTRUCTION NOTES: STA. 15+30.82 F.L. STA. 15+23.71 F.L. CONSTRUCT 7E2 ill 7"I.tIO ?"�2F�S c�F L�lc SfZ, R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUITd��-Y B/W TO BE /1�US� �� �''�DV°lD�p �,�-G,�! '7"0 �,� �`7',�';• ��21�� 7D B/W TO BE CONSTRUCTED WITH CURB RETURN / ?8s -STOP "W1-7" -DOUBLE ARROW W/ OM1 -3 MARKER 8� CONSTRUCTED WITH CURB RETURN C.O.B. STANDARD DETAIL ST -3. .1�� COMMERCIAL DRIVE Da I� FURNISH & INSTAR INTERCONNECT CONDUIT 5-,49-r Oen Thi Clrr B� 363 "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW #R81(CA)" -BIKE LANE " " W3-1 -STOP AHEAD T TR5 TR6 = FURNISH & INSTAL SPLICE BOX FOR INTERCONNECT 7 L101 C< ' �t�� � � �!v t l �7` �(n �� r Zb tco�Q R7-9 - NO PARKING "W31(CA)" - END APPROACH -TYPE 'A' FROM EXISTING MEDIAN CURB FOR MEDIAN REMOVAL OR ASNy�s�gp�©��,,g�,,j 7 BIKE LANE "R5-1' - DO NOT ENTER "R6-1' -ONE WAY `.'J CURVE NUMBER FOR CURVE DESCRIPTION DIRECTED BY CITY ENGINEER. FUTURE B/W °°g o6o4 °o° NOTE: T °°Qaoa ° °°Qo°a° FUTURE B/W ° O B.C.R./MATCH EXIST. CURB & GUTTER/ 1 2 UNLESS OTHERWISE INDICATED BY (CA). E.C.R./MATCH EXIST. CURB &GUTTER/ BEGIN CURB & GUTTER REMOVALO STA. 14+89.75 C.L. 45.30 LT. = 3693 ri F� J 0000• � t� END CURB & GUTTER REMOVAL STA. 14+92.01 F.L. 9 8 F �� 62• EXISTING UTILITIES TO BE ADJUSTED TO FINISH GRADE. STA. 15+57.57 C.L. 43.26 LT. FL ELEV. 361.83 ..� BIKE LANE MARKINGS PER CAL -TRANS STANDARDS STA. 15+61.36 F.L. 99219 > -� m o co Q RELOCATE EXISTING TRAFFIC SIGN AS SHOWN. DETAIL FUTURE STORM DRAIN CAL TYPE IV ARROW SCALE: 1"=10' --o CONSTRUCT STORM DRAIN PER CITY STANDARDS LEFT OR RIGHT AS APPLICABLE JEWETTA AVENL STA. 10+00.00 TO 16+00.00 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL } m /t/O7F: LEGEND (CQbjT.): LEGEND (CON CONSTRUCTION CONSTRUCTION NOTES: CONSTRUCT 7E2 ill 7"I.tIO ?"�2F�S c�F L�lc SfZ, R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUITd��-Y CONSTRUCT COMMERCIAL DRIVE APPROACH TYPE "A" PER /1�US� �� �''�DV°lD�p �,�-G,�! '7"0 �,� �`7',�';• ��21�� 7D -STOP "W1-7" -DOUBLE ARROW W/ OM1 -3 MARKER IR FURNISH &INSTAR IRRIGATION CONDUIT C.O.B. STANDARD DETAIL ST -3. .1�� COMMERCIAL DRIVE "R26(CA)" - NO PARKING 'W1-6" - SINGLE ARROW I� FURNISH & INSTAR INTERCONNECT CONDUIT 5-,49-r Oen Thi Clrr B� "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW #R81(CA)" -BIKE LANE " " W3-1 -STOP AHEAD T TR5 TR6 = FURNISH & INSTAL SPLICE BOX FOR INTERCONNECT 0 SAWCUT EXISTING E.P. 2' BACK FROM LIP GUTTER, AND 1' BACK C< ' �t�� � � �!v t l �7` �(n �� r Zb tco�Q R7-9 - NO PARKING "W31(CA)" - END APPROACH -TYPE 'A' FROM EXISTING MEDIAN CURB FOR MEDIAN REMOVAL OR ASNy�s�gp�©��,,g�,,j ,Q��,em,�iJ75S BIKE LANE "R5-1' - DO NOT ENTER "R6-1' -ONE WAY `.'J CURVE NUMBER FOR CURVE DESCRIPTION DIRECTED BY CITY ENGINEER. NOTE: O1 TAPER NUMBER FOR TAPER DESCRIPTION PER C.O.B. ST -3 SIGN NUMBERS ARE FEDERAL CODES O CONSTRUCT TYPE "M' MEDIAN CURB PER C.O.B. STD. ST -2. UNLESS OTHERWISE INDICATED BY (CA). ® ITEM OF WORK -SEE SCHEDULE J 0000• � t� (CA) INDICATES CALIFORNIA CODES. U4 EXISTING UTILITIES TO BE ADJUSTED TO FINISH GRADE. ..� BIKE LANE MARKINGS PER CAL -TRANS STANDARDS > -� m o co Q RELOCATE EXISTING TRAFFIC SIGN AS SHOWN. - - D* FUTURE STORM DRAIN CAL TYPE IV ARROW --o CONSTRUCT STORM DRAIN PER CITY STANDARDS LEFT OR RIGHT AS APPLICABLE © � > w > (D Z STOP "STOP" MARKING PER CAL -TRANS STANDARDS ©STA. 15+22.91, C.L. 9.31 LT. CONSTRUCT STORM DRAIN AfEAD "AHEAD' MARKING PER CAL -TRANS STANDARDS O CONSTRUCT A.D.A. RAMP PER C.O.B. DETAIL 'ST-1O."' �W W W o W �� MANHOLE TYPE "B" PER C.O.B. STD. D-18. EXISTING STRIPING AND MARKINGS, TYPICAL CONSTRUCT CATCH BASIN TYPE A" PER C.O.B. STD. D-14. LO V)= J t7 N~ W J ® ADJUST TOP OF VALVE BOX TO FINISHED GRADE. W S EX. SEWER SEE MUTCD & THE CALIFORNIA SUPPLEMENT FOR DETAILS. AL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT W U `' ^ t�G� t�0� W m�� Q W PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. Og SEARCHED FOR WATER VALVE PER TRACT 6127 WATER PLANS. AL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. VALVE NOT FOUND. IF FOUND DURING CONSTRUCTION, RELOCATE `- M M C U N N U SEWER MANHOLE -CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. s1U. SW -4 WATER VALVE OUTSIDE OF A.D.A. RAMP AS DIRECTED BY Know what's below. . s CONSTRUCT SEWER PER CITY STANDARDS SECTION DESIGNATION: C.O.B. WATER ENGINEER. Call m U SECTION LETTER before you dig. - T p.M• 371'21 - PROPOSED SAWCUT LINE TOP OF MANHOLE/ CLEANOUT ELEVATION SHEET WHERE SECTION IS sHOWN 2 - 6.11771 Q W w _ W i 0WEST APPROX. EXISTING C,2 z z 0r 02U FLOWUNE 364 C_�wwtQ- q . vzz� m m m v) w m LJ W W U 364 =1.01 S=-�• s% - - - -- -- 362_ _ _ _ _ 362 _ S= 48% PROPOSED WEST FLOWLINE 360 1 1 1360 a a 14+00 15+00 16+00 16+50 11111111111 /t/O7F: LEGEND (CQbjT.): LEGEND (CON CONSTRUCTION CONSTRUCTION NOTES: 7E2 ill 7"I.tIO ?"�2F�S c�F L�lc SfZ, R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUITd��-Y CONSTRUCT COMMERCIAL DRIVE APPROACH TYPE "A" PER /1�US� �� �''�DV°lD�p �,�-G,�! '7"0 �,� �`7',�';• ��21�� 7D -STOP "W1-7" -DOUBLE ARROW W/ OM1 -3 MARKER IR FURNISH &INSTAR IRRIGATION CONDUIT C.O.B. STANDARD DETAIL ST -3. .1�� "R26(CA)" - NO PARKING 'W1-6" - SINGLE ARROW I� FURNISH & INSTAR INTERCONNECT CONDUIT 5-,49-r Oen Thi Clrr B� "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW #R81(CA)" -BIKE LANE " " W3-1 -STOP AHEAD T TR5 TR6 = FURNISH & INSTAL SPLICE BOX FOR INTERCONNECT 0 SAWCUT EXISTING E.P. 2' BACK FROM LIP GUTTER, AND 1' BACK C< ' �t�� � � �!v t l �7` �(n �� r Zb tco�Q R7-9 - NO PARKING "W31(CA)" - END TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE � FROM EXISTING MEDIAN CURB FOR MEDIAN REMOVAL OR ASNy�s�gp�©��,,g�,,j ,Q��,em,�iJ75S BIKE LANE "R5-1' - DO NOT ENTER "R6-1' -ONE WAY `.'J CURVE NUMBER FOR CURVE DESCRIPTION DIRECTED BY CITY ENGINEER. NOTE: O1 TAPER NUMBER FOR TAPER DESCRIPTION SIGN NUMBERS ARE FEDERAL CODES O CONSTRUCT TYPE "M' MEDIAN CURB PER C.O.B. STD. ST -2. UNLESS OTHERWISE INDICATED BY (CA). ® ITEM OF WORK -SEE SCHEDULE (CA) INDICATES CALIFORNIA CODES. U4 EXISTING UTILITIES TO BE ADJUSTED TO FINISH GRADE. ..� BIKE LANE MARKINGS PER CAL -TRANS STANDARDS S, -TRANS Q RELOCATE EXISTING TRAFFIC SIGN AS SHOWN. - - D* FUTURE STORM DRAIN CAL TYPE IV ARROW --o CONSTRUCT STORM DRAIN PER CITY STANDARDS LEFT OR RIGHT AS APPLICABLE © INSTALL .MEDIAN RAMP PER DETAIL "1" ABOVE (D EX. STORM DRAIN MANHOLE STOP "STOP" MARKING PER CAL -TRANS STANDARDS ©STA. 15+22.91, C.L. 9.31 LT. CONSTRUCT STORM DRAIN AfEAD "AHEAD' MARKING PER CAL -TRANS STANDARDS O CONSTRUCT A.D.A. RAMP PER C.O.B. DETAIL 'ST-1O."' MANHOLE TYPE "B" PER C.O.B. STD. D-18. EXISTING STRIPING AND MARKINGS, TYPICAL CONSTRUCT CATCH BASIN TYPE A" PER C.O.B. STD. D-14. NOTE: ® ADJUST TOP OF VALVE BOX TO FINISHED GRADE. Y S EX. SEWER SEE MUTCD & THE CALIFORNIA SUPPLEMENT FOR DETAILS. AL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT Q EX. SEWER MANHOLE PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. Og SEARCHED FOR WATER VALVE PER TRACT 6127 WATER PLANS. AL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. VALVE NOT FOUND. IF FOUND DURING CONSTRUCTION, RELOCATE ® SEWER MANHOLE -CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. s1U. SW -4 WATER VALVE OUTSIDE OF A.D.A. RAMP AS DIRECTED BY Know what's below. . s CONSTRUCT SEWER PER CITY STANDARDS SECTION DESIGNATION: C.O.B. WATER ENGINEER. Call BOUNDARY LOT LINE ADJUSTMENT NO. 15-0411 SECTION LETTER before you dig. - T p.M• 371'21 - PROPOSED SAWCUT LINE TOP OF MANHOLE/ CLEANOUT ELEVATION SHEET WHERE SECTION IS sHOWN 2 - 6.11771