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HomeMy WebLinkAbout5.1-12166 PH 3aTRAFFIC ENGINEER, CITY OF BAKERSFIELD DATERYAN STARBUCK RCE 57651ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE m PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD 61069 m BENCHMARK TOP OF CONCRETE MONUMENT IN A LAMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13, 30/26, BEING ABOUT 50 -FEET SOUTH OF THE RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION = 354.13 (USGS DATUM) BASIS OF BEAR BEARING AS * • PHASE 2 RECORDED IN BOOK 57 OF PARCEL MAPS AT PAGE # IN THE OFFICE OF THE KERN COUNTY RECORDER i HEREON.AS THE BASIS OF BEARINGS SHOWN 13 i arc,l t1l a LEGEND L 11 II II SHEET INDEX NUMBER • ,A.B., DIRECTION OF DRAINAGE -� to I It(1 It STOCKDALE SCHOOL WHITE011z L.E.D.T 4” THICK SIDEWALK BASIN + PROPOSED STREET NAME SIGN 4 PROPOSED STOP SIGN METRO STREET NAME SIGNS 2 EA TRAFFIC CONTROL SIGNS 1 EA TYPE "A" CATCH -BASINS PM EA L.E.D. STREET LIGHTS 3 EAA.C. REMOVAL (BOLTHOUSE DRIVE) i® SFSAWCUT BGN- 188 LFA.C. REMOVAL (VENTURE WAY) 6,080 SFHANDICAP RAMPS 4 EACURB & GUTTER REMOVAL (BOLTHOUSE DRIVE) 104 LFSIDEWALK REMOVAL (BOLTHOUSE DRIVE) 624 SF C�? L TR -4861 4 Ln> (n I WE z TR -5135 wu PROJECT w SITE 5186 13 i arc,l t1l a LEGEND 1,175 SHEET INDEX NUMBER • ,A.B., DIRECTION OF DRAINAGE SF CONCRETE MONUMENT 2,201 L.E.D.T 4” THICK SIDEWALK BASIN + PROPOSED STREET NAME SIGN 4 PROPOSED STOP SIGN MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK . CALCULATION NOT TO BE USED FO i „,. BIDDING PURPOSE LOCAL STREETS 1,175 LF • ,A.B., 779 SF ff CURB AND GUTTER 2,201 LF 4” THICK SIDEWALK 12,607 SF SURVEY MONUMENT ENCASEMENT 4 EA METRO STREET NAME SIGNS 2 EA TRAFFIC CONTROL SIGNS 1 EA TYPE "A" CATCH -BASINS 2 EA L.E.D. STREET LIGHTS 3 EAA.C. REMOVAL (BOLTHOUSE DRIVE) 296 SFSAWCUT BGN- 188 LFA.C. REMOVAL (VENTURE WAY) 6,080 SFHANDICAP RAMPS 4 EACURB & GUTTER REMOVAL (BOLTHOUSE DRIVE) 104 LFSIDEWALK REMOVAL (BOLTHOUSE DRIVE) 624 SF SHEET No. I (D TITLE SHEET M NOTES —TYPICAL STREET SECTION (D BENCHMARK COURT (D VENTURE WAY BOLTHOUSE DRIVE CL- CENTERLINIA FL- FLOWLINE BCR- BEGIN CURB RETURN ECR- END CURB RETURN pl- POINT OF INTERSECTION EC- END CURVE BC- BEGIN CURVE PIVC- POINT OF INTERSECTION VERTICAL CURVE POVC- POINT ON VERTICAL CURVE BVC- BEGIN VERTICAL CURVE EVC- END VERTICAL CURVE PRC- POINT OF REVERSE CURVATURE FCC- POINT OF COMPOUND CURVATURE POC- POINT ON CURVE GB- GRADE BREAK HP- HIGH POINT BGN- BEGIN MAXIMUM SLOPE RA110 FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 27o. THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER ALTERNATIVELY, METHOD TO PREVENT EROSION ONTO THE SIDEWALK. • IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM ff NOTICE OF ri f (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY f /STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED,CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C390558 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT.AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC 11 11 -IN~` WORKS DEPARTMENT FOR ANY WORK PERFORMED. WITHIN EXISTING ACCEPTED STREET SECURITY BASED ON 11 `�IN, f S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AGREEMENT,N RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION DECORATIVEAND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. N" fit` IN I I I I I I N. (VTTM I I I PARCEL "C" I I I IPARCEL I I 1 Q r) n BOUNDARY II ILI 111 I I I I ILuI ILdI I PARCEL 1�21- I I I I �� I I I f ~> I I PARCEL 1 / I I 12166-1 PARCEL PM 12166-1 �� /PARCEL I I I ff ff �'` , 1 12166-1 I I IPARCEL 1 LOT 1 I LL 19-0338 PARCEL 3 � 1 !!PARCEL " '> PARCEL MERGER 18-0039 _— ! I ` _ IL 1 111 11 `–_— - _ –' -- `__ _Lli " I I PM 12135-1 111 Iii l _ `— -- —` _' —~ =``_` ` --- --- -��. ~— —: — —` `_ -- !1 ! I I 111 111 PARCEL 2 LI1 1 l%i j, ! ! I 11111 12135-1 �'- 1 � 1 100 1I I III `, � � 4 — IIII /EXISTING/ 1, 1 i f` 11 i1 ry' 1 1 1,sf 11 � I I I 1 1 1 II t— 110-1 -1 11 1 1 i1 1' 11 I I 1 11 1 1;t 1 1 i 1 jPM 120E lt E '; 0.: - m m r JOO LLJ a LJ 0 1— ....... w r, it r W-r-nESW #< 0 0+LJ' F- ry z Z ! O m Lj 0 z cy) /1 CL VJ ! I ` _ IL 1 111 11 `–_— - _ –' -- `__ _Lli " I I PM 12135-1 111 Iii l _ `— -- —` _' —~ =``_` ` --- --- -��. ~— —: — —` `_ -- !1 ! I I 111 111 PARCEL 2 LI1 1 l%i j, ! ! I 11111 12135-1 �'- 1 � 1 100 1I I III `, � � 4 — IIII /EXISTING/ 1, 1 i f` 11 i1 ry' 1 1 1,sf 11 � I I I 1 1 1 II t— 110-1 -1 11 1 1 i1 1' 11 I I 1 11 1 1;t 1 1 i 1 jPM 120E lt E '; 0.: - m m r JOO LLJ a LJ 0 1— ....... w r, it r W-r-nESW #< 0 0+LJ' F- ry z Z ! O m Lj 0 z cy) CL VJ F� t LLI LL tLuUJ 1 • CL Lu LU w ui LL U) z cy) CL VJ F� t 1 • CL AWOL 0 SOUTHERNKEY MAP SCALE: 1 =200 OF CALIFORNIA 9 co ATE 5/04/2020 41 Q) Witt I DIAL i400-227-2600 E AT LEAST TWO DAYS BEFORE YOU DIG 'a E COB RECORDS • OF 4 SHEETS "7 ATE 5/04/2020 41 Q) Witt I DIAL i400-227-2600 E AT LEAST TWO DAYS BEFORE YOU DIG 'a E COB RECORDS • OF 4 SHEETS "7 GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION, AND STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC. JOB No. 14-14977, DATED SEPTEMBER 16, 2014, AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL MAKE A PART HEREOF. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH THE PROPOSED CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. 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 PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 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 ON 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 THE 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 N011FY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND 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 RESPONSIBLE 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. 15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 16. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). 18. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 19. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS 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 PROPOSED C.O.B. STD. DWG. ST -12. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS 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 THE 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 APPROVED EQUAL, ROADSIDE SIGNS INSTALLED PER PROPOSED C.O.B. STD. DWG. T-2 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 15. CONTRACTOR SHALL INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. 16. CONTRACTOR SHALL COMPACT SUBGRADE TO 95% FOR FULL PAVEMENT SECTION TO AT LEAST 1.0 FT. BELOW AND 1.0 FT. TO EACH SIDE OF CROSS GUTTERS AND COMMERCIAL DRIVE APPROACHES. 17. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 18. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 19. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 20. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 21. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. 22. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY RECREATION & PARKS DEPARTMENT. 23. CONTRACTOR SHALL STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION. 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 SEAMS 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. 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. 13. IF THE !N -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. 14. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96%, 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. 15. 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. INCASE OF DISPUTE, METHOD "B" SHALL BE USED. 16. 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. 17. 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. 18. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADA11ON CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO 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. 19. 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 U, o 1. THE FOLLOWING PROPOSED CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF FROM THE CITY OF BAKERSFIELD PUBLIC WORKS WEBSITE) CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION ® ST -1 CURB AND GUTTER TYPES "B" AND "C" ❑ ST -29A ACCESSIBLE TRASH ENCLOSURES ❑ ST -2 MEDIAN CURBS TYPE "M" "M-1" & "M-2" ❑ ST -29B ENCLOSURE CONFIGURATION EXAMPLES ❑ ST -3 COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "A" ❑ ST -30 COMPACTOR ROLL OFF SPECIFICATIONS ❑ ST -4 COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "B" ❑ ST -30A COMPACTOR ROLL OFF SPECIFICATIONS ❑ ST -4.1 COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "C" ❑ ST -31 EDGE CONDITION DETAIL PAVEMENT SECTION ® ST -5 COMBINATION SIDEWALK ❑ D-9 DRAINAGE BASIN ❑ ST -6 DETACHED SIDEWALK ❑ D-14 CATCH -BASIN, TYPE "A" ❑ ST -7 SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE "A" ❑ D-15 CATCH -BASIN, TYPE "A-1" ❑ ST -7.1 SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE "B" ❑ D-17 GUTTER DEPRESSIONS ❑ ST -8 CONCRETE RIGHT TURN LANE INTO COMMERCIAL OR ❑ D-20 SIDEWALK UNDERDRAIN PRIVATE DEVELOPMENT W 3 ❑ SW -2 STANDARD MANHOLE ❑ ST -9 CROSS GUTTER I a- ❑ SW -2A STANDARD MANHOLE NOTES ❑ ST -10 CURB RAMP ® ST -11 PAVEMENT PATCH ❑ SW -3 STANDARD MANHOLE DROP CONNECTIONS ❑ SW -4 MANHOLE SIZING CHART ® ST -12 TRENCH BACKFILL AND COMPACTION REQUIREMENTS ® ST -12A TRENCH BACKFILL AND COMPACTION REQUIREMENTS ❑ SW -5 STANDARD SEWER CLEANOUT ® ST -13 STRUCTURAL PAVEMENT SECTION ❑ SW -6 FRAMES AND COVERS FOR MANHOLES & CLEANOUTS ❑ T-1 STREET NAME SIGN, POST TYPE ❑ ST -14 LOCAL INDUSTRIAL CROSS SECTION ❑ ST -14.1 LOCAL STREET CROSS SECTIONS ❑ T-2 MISCELLANEOUS SIGN DETAIL ❑ ST -15 LOCAL STREET CROSS SECTIONS NEO -TRADITIONAL ❑ T-3 STREET SIGN PANEL MAST ARM MOUNT NEIGHBORHOOD DESIGN ❑ T-4 ARTERIAL EXPANSION WITHOUT BIKE LANES AT INTERSECTION ❑ ST -16A STANDARD & ALTERNATE COLLECTOR CROSS SECTION WITH ARTERIAL OR COLLECTOR WITH BIKE LANES 171T-5 ARTERIAL EXPANSION WITH BIKE LANES AT INTERSECTION ❑ ST -16B ARTERIAL CROSS SECTION WITH BIKE LANES WITH ARTERIAL OR COLLECTOR ❑ ST -17 DETAIL HAS BEEN REMOVED ❑ T-6 COLLECTOR EXPANSION AT INTERSECTION WITH ARTERIAL ❑ ST -18 ALLEY CROSS SECTION ❑ T-7 COLLECTOR EXPANSION WITH ON STREET PARKING AT INTERSECTION WITH A COLLECTOR ❑ ST -19 DETAIL HAS BEEN REMOVED ❑ T-8 "T" INTERSECTION EXPANSION ARTERIAL/ARTERIAL ❑ ST -20 SYMMETRICAL AND OFFSET CUL-DE-SACS ❑ T-9 "T" INTERSECTION EXPANSION ARTERIAL/COLLECTOR ❑ ST -21 STREET KNUCKLE ❑ T-10 LEFT AND RIGHT TURN LANES ❑ ST -22 SURVEY MONUMENT ❑ T-15 RESTRICTED ACCESS ❑ ST -23 STANDARD TYPE 15 POLE (STREET LIGHT) ❑ T-16 MEDIAN END DETAIL AT INTERSECTION WITH LOCAL STREETS ❑ ST -23.1 PULL BOX ❑ T-17 ACCESS LOCATION ❑ ST -23.2 COMBINATION METERED/NON-METERED PEDESTAL ❑ T-18 MINIMUM STREET ACCESS SPACING ON ARTERIALS AND ❑ ST -23.3 NON -METERED UTILITY PEDESTAL COLLECTORS 171T-19 MINIMUM STREET ACCESS SPACING ON ARTERIALS AND ❑ ST -23.4 BADGE NUMBER STREET LIGHT COLLECTORS ❑ ST -23.5 BADGE NUMBER TRAFFIC SIGNAL ❑ T-20 RESIDENTIAL CIRCULAR DRIVEWAYS ❑ ST -23.6 STREET LIGHT SPACING TYPICAL -PROPOSED ❑ T-21 TURNAROUNDS FOR STREETS TO BE EXTENDED ❑ ST -23.7 STREET LIGHT SPACING SUBDIVISION TYPICAL ❑ T-22 DRIVEWAY GRADES ❑ ST -24 ST -24 HAS BEEN REMOVED (SEE ST -23) FOR STREET ❑ T-23 BIKE LANE STRIPING LIGHT BASE PLATE DETAILS AND LOCATION DETAILS ❑ ST -25 ST -25 HAS BEEN REMOVED (SEE ST -23) FOR STREET ❑ T-27 BUS TURNOUT DESIGN LIGHT PULL BOX DETAILS ❑ T-29 CONDUIT & R/W REQUIREMENTS FOR FUTURE SIGNAL LOCATIONS 171 ST -26 ST -26 HAS BEEN REMOVED (SEE ST -23) FOR STREET LIGHT POLE NUMBERING ❑ T-30 TRAFFIC SIGNAL INTERCONNECT -CONDUIT AND PULLBOXES ❑ ST -27 REFUSE ENCLOSURE AND CONTAINER PAD ❑ T-31 TRAFFIC SIGNAL INTERCONNECT -WIRING AND PULLBOXES ❑ ST -28 GATE DETAILS FOR REFUSE ENCLOSURE ❑ T-32 ROUNDABOUT ❑ ST -29 ACCESSIBLE TRASH ENCLOSURES "FIBERGLASS STREET LIGHTS NOT ALLOWED 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 DESCRIPTION ® RSP A88A & B THIS PORTION TO BE DONE PER ON-SITE CIVIL PLANS (PRIVATE PORTION) R/W PUE I 2' ! 10' i 8' i 2, ! i 2' 6' WIDE I I SIDEWALK i MAX MAX CONSTRUCT TYPE "B" CURB AND GUTTER--`�..... ... . WITH 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG'S ST -1 AND ST -5. COMPACT UNDER CURB, GUTTER AN SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. 30' THIS PORTION TO BE DONE PER STREET PLANS 22' (PUBLIC PORTION) C/L 30' R/W U �� UL paVp wOcn m wZW� ccoui m"'c)JU2uj H m-��=-O�ZaZ w=¢zt= zWwco wco=wz0>ca Fc"¢ UO 2wi_ <z�wza w=Ow Uzi �UU<- w,0 c�,r z HWzzc~.�ow� aBgzocncn0 mzw<&O'w�0QmV uud Sw�wEL WZ�mzp SRa3:0U) zo�pa. S�-� F- - ww>-j CON STRU CTI ON NOTES 1Q CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. Q2 CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -5. M3 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 ® CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. NO. ST -10. Q5 PROPOSED EDGE OF PAVEMENT PER THESE PLANS © INSTALL TEMPORARY TYPE 3 BARRICADE ON SKIDS WITH (3) OM4-3 AND (1) W31 (CA) (TO BE RELOCATED WITH NEXT PHASE OF CONSTRUCTION). FL FLOWLINE STATION ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. - - RIGHT-OF-WAY PROPOSED SEWER PROPOSED STORM DRAIN EXISTING EDGE OF PAVEMENT - - S- - - EXISTING SEWER MAIN - -SD- - EXISTING STORM DRAIN PARCEL 1 PM 12135-1 z � J W �w-- ujW== 0P o ry Lo o o � CN z -- 1-- V) n X W � Li CIL PARCEL 2 PM 12135-1 BOLTHOUSE DRIVE SEE SHEET 4 -O- INSTALL DECORATIVE L.E.D. STREET LIGHT. CONTRACTOR SHALL COORDINATE APPROVAL WITH CITY OF BAKERSFIELD AND OWNER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. -+- INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 0 SEWER MANHOLE © SEWER CLEANOUT OO STORM DRAIN MANHOLE Fp] STORM DRAIN JUNCTION BOX 0 STREET RIGHT-OF-WAY DEDICATION PER DOC. NO. 219046784 O.R. © EXISTING 10' WIDE PUBLIC UTILITIES AND SIDEWALK EASEMENT PER DOC. NO. 219175005 O.R. © EXISTING 10' WIDE PUBLIC UTILITIES AND SIDEWALK EASEMENT PER DOC. NO. 220078182 O.R. JL J _ C NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. ROADSIDE SIGN & PAVEMENT DELINEATION NOTES 1. 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. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL 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. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. 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. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11. 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. CONSTRUCT MIN. 0.30' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=6.0 R=45 SIGN LEGEND INSTALL NEW 1 POST SIGN. �- SIGN LOCATION SIGN CODES R1-1 N STOP SIGN NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. PAVEMENT DELINEATION LEGEND EL INSTALL 12" WHITE LIMIT LINE AS SHOWN. 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. SN FT i/ /K\ Q ROp�SFO Fp c0/v n0*) rr%R%..cL n PARCEL 1 CURVE TABLE = a CURVE RADIUS LENGTH DELTA TANGENT C1 30.00' 47.12' 90'00'00" 30.00' C2 522.00' 218.03' 23'5552" 110.63' C3 500.00' 208.84' 1 23'55'52" 105.96' C4 478.00' 199.65' 23'55'52" 101.30' C5 30.00' 47.61' 90'55'25" 30.49' i/ /K\ Q ROp�SFO Fp c0/v n0*) rr%R%..cL n PARCEL 1 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=2' �aUO wOcq m J ��aZ wow¢ z �w cwnmT2ww¢po m��'0��=-�Zn z W=Qzw.zWwwmo ct�cn=wZu)>t Q Oz�nt/jU Orr -v0 �w�-• ¢zcnw�LL w=O ,p0LEa Q z z U O W ita.000W� o(o LL z ar2�o0}W criwXwwVviiV m`- Zcnt zzOacOn0 p0 V5 2 ?j CONSTRUCTION NOTES M CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. M CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -5. M� CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 M CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. NO. ST -10. 51 PROPOSED EDGE OF PAVEMENT PER THESE PLANS 31 INSTALL TEMPORARY TYPE 3 BARRICADE ON SKIDS WITH (3) OM4-3 AND (1) W31 (CA) (TO BE RELOCATED WITH NEXT PHASE OF CONSTRUCTION). FL FLOWLINE STATION ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. RIGHT-OF-WAY PROPOSED SEWER PROPOSED STORM DRAIN —11L- -l— EXISTING EDGE OF PAVEMENT --S--- EXISTING SEWER MAIN — —SD— — EXISTING STORM DRAIN �-z -J UJ --J r� PROPOSED E.P. 2 (LIMITS OF CONSTRUCTION) Lo ovw6$ 0C14 C) INSTALL DECORATIVE L.E.D. STREET LIGHT. CONTRACTOR SHALL COORDINATE APPROVAL WITH CITY OF BAKERSFIELD AND OWNER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. O SEWER MANHOLE SEWER CLEANOUT OO STORM DRAIN MANHOLE 0 STORM DRAIN JUNCTION BOX STREET RIGHT-OF-WAY DEDICATION PER DOC. NO. 219046784 O.R. EXISTING 10' WIDE PUBLIC UTILITIES AND SIDEWALK EASEMENT PER DOC. NO. 219175005 O.R. EXISTING 10' WIDE PUBLIC UTILITIES AND SIDEWALK EASEMENT PER DOC. NO. 220078182 O.R. CURVE TABLE 0) CURVE RADIUS LENGTH DELTA TANGENT_ Cl 772.00' 12.44' mJ 6.22' b U-1 :2 30.49' X ui U -j a - co r ui Lj C) cn J �7 I.- 0 F— V) 04 ------ m V) 0 C) cq v- C) �i 0 CL UJI V) Ld :7 cl� C14 V) F- c" 6 LLJ o + r -z 00 LO (o (0 -"a) < V) c) + t 0 + c� CRE, N :z — cq 2 + C14 co -.4- .4 L- 0 4 CL L.JJ (D C'4 U-) a- PARCEL A PARCEL 1 ro) ++ CNC14 < CL 00 -1 + LL C14 CURVE TABLE 0) CURVE RADIUS LENGTH DELTA TANGENT_ Cl 772.00' 12.44' 00*55'25" 6.22' C2 30.00' 47.61' 90-55'25- 30.49' 30.00' 47.12' 1 90*00'00" 30.00' -i v— U) 18 - F6- 0 21+67.30 Ll? 04 --a S 22 N56*3 '46 $jl W 23 to 04 1417 ON N 1c' I � nC3 ,11 30' 30' A crf 81 22' 118'Of 0 0 6tl o,,,_, I-S/V,v to BENCHMARK nc)+ oicq .r - COURT + SEE SHEET 3 7 U)- ­cz-o PARCEL 2 REMOVE & SALVAGE AE CN W31 (CA) -END- C" ROAD SIGN -2 4 1 4+78.65 25 EE NOTE B I -C) 'c q BELOW c II —Poo L L ui C6 V) < U -i C:) -b ui c� a- c� uxi o cq 0 C4 C'4'4- N M Ld co 0 U-) U-) :2 C) n NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN wco - -q- r - FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF 06+ a: (6+-o �? 00 -q- u') THERE ARE ANY DISCREPANCIES. + C14 + cq NOTE "B": EXISTING TEMPORARY TURNAROUND A.C. c*4 u- 04 U- 3 - PAVING TO BE REMOVED AND DISPOSED OF PROPERLY. PHASE 3 VENTURE WAY CONSTRUCT MIN. 0.30" TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRID. COMPACTED TO 95% MAX. DENSITY TI=6.0 R=45 Lj LLJ F- n LLj z Ld > 7' U) (op F V) X uj 0 20 40 80 HORIZONTAL: 1"=40' DEMOLITION NOTES (BOLTHOUSE DRIVE) (K) SAWCUT AND REMOVE EXISTING CURB, GUTTER AND SIDEWALK. PROTECT EXISTING IMPROVEMENTS (CURB, GUTTER, ETC.) IN PLACE. CONTRACTOR SHALL REPAIR OR REPLACE ANY IMPROVEMENTS THAT ARE DAMAGED DURING CONSTRUCTION AT HIS EXPENSE. RELOCATE EXISTING STREET NAME SIGN TO LOCATION INDICATED. SAWCUT TO NEAT VERTICAL FACE. THE EXACT LOCATION TO BE DETERMINED BY CITY ENGINEER. CONSTRUCT 6' WIDE SIDEWALK PER STD. DWG. ST -3. CE> GRIND AND OVERLAY EXISTING A.C. PAVING (0.20' MIN) TO PROPOSED ELEVATIONS SHOWN. �2 m z w z > BENCHMARK 00 -c� 0 Of Ix c� Q- COURT c� a_ SEE SHEET CD CD u- C) Lo 0 ro 0 C5 Lo 30' 30' �4- Lo 00 8t 22s 80 16' ll� owl 6 -H Lo +0 +0 OR 4 z K) :2 S/w S/W 't :2 00 � 0 LLJ LLJ Lo z m Lu V) c! 00, m S/, 48.87 LIP -0 R=16 (TV) 'N 7 - EXISTING IMPROVEMENTS Ky R=16' (TYP) E PARCEL 4 EXISTING IMPROVEMENTS Lo 49.11 49.24 49.36 (PROTECT IN PLACE) to (PROTECT IN PLACE) \�X�AlC EX AC X AC CE> F 104'± � A 4- 4- 43+30.30T414 —�5 S80031'38"E A 43+86.43 pp� Lo EXISTING IMPROVEMENTS cn EXISTING IMPROVEMENTS (PROTECT IN PLACE) (PROTECT IN PLACE) T 0 0 -------------- ---------- - - ----------- N- j (un) 1p 10 PTV I II II 30' 30' 18"' 22' 22' 8-01 6 6' S/W 1I ll 11 lls/W 1] 11 1 cfl U) Lo n 10 L 11 jv) 0) > V) !LJ — z Of W u- Wn-J (D u- VERTICAL: 1 =2 46 -J bj I. - ui Lo r ui iW J �7 I.- 0 F— V) 04 ------ m V) uj m po 0 06 0 Qo (0 t 0 + c� CRE, N .4 L- 0 50' VERTICAL CURVE Q WQ) 1.0:2 0 Lij 0 ry CL Lo _j Lo U- C-4 m 00 U-) m (o 0) to S! po po 12 :Cmr- cri 04 1— C3 14- r - C*� c� m C14 + + _j to to CD oi (o mcn -.0- "t co 0) .14- __j m ai x 0) m C�'j T- C'4 0.) C14 + C) C-4 . C -i Lo + C*4 to ,I- 00 Q0 n 0 w C:> U) to o w '�� C) (6 04 C14 C4 U -_J nII + -j V- > > WNa 0 + Ax 04 C14 04 oj __j __j . . . . . . . . . . . . . . . . . . . . . . . .N . . . v- C14 . . . . . . . . . . . . . . . . . . .0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 04 C*4 CL. U-) . . . m C:) + affl- 352 .................... ... ... ............. . 7ctl� ............................... -1'-0) + co .+L ...... 352 FUTURE FL 0 9f IN, C PROFILE u- . . . . . . . . . . . . . . . 0.257o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350:........................................................................ ........ ................. ..... .350 OESION. FLO W INf - PROF/LE (-0.257,) - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -0. (+.o 257.) SEE .NOTE A" EXISTING FL 0 K INZ PROFILE 348 ............................................................................................................ 348 20+00 21+00 22+00 23+00 24+00 25+00 NORTH FLOWLINE PROFILE 47.61' ON CURVE 47.12 ON CURVE 50' VERTICAL CURVE u w C4 C) U-1 C) cr- C) C.) V--: m C) C) wN V--: m to a; 00'4:4 ui moi U -i 0 V-) 6 0.0 C4 (D CIA C) Lo Lo to 00 to v- + OR m OW 0; x W oi a; t4� C) C4 C'i 0 5 (6 C.� 0 0 0) 04 0 > C> 'Tt c> V) C'i < n CD 0") n it II . . . . . . . . . . . . . . . . . . . c'j + C-4 + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + u, a -0 + Lo C', to - -i U-. C*4 C� n -1 u- 04 u- C14 (0 00 'o 0 + ;t 'd- r*e* n 0 w. 7' Q. 352 ........... ..... ............. ... .... ......... ...... ............. co F --(o +.+ co 04 co + Lr ......... .352 FUTURE FL 0 WL INf - PROFIZ i .. . . . . . . . . .. r 0. 5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U- . . . . . . . . . . . . . . . . . . . . 350 ..................................................................... 0. 8 7,*/, ......................... 350 (-0.25%) DESIGN FLO Of INf PROFILE ............................................................................................. 0. 2 51o' . T�0:25Z-) . ..... SEE NOTE "A". EXISTING FLOWLINE INZ PROFILE 348* 348, 20+00 21+00 22+00 23+00 24+00 25+00 SOUTH FLOWLINE PROFILE DEMOLITION NOTES (BOLTHOUSE DRIVE) (K) SAWCUT AND REMOVE EXISTING CURB, GUTTER AND SIDEWALK. PROTECT EXISTING IMPROVEMENTS (CURB, GUTTER, ETC.) IN PLACE. CONTRACTOR SHALL REPAIR OR REPLACE ANY IMPROVEMENTS THAT ARE DAMAGED DURING CONSTRUCTION AT HIS EXPENSE. RELOCATE EXISTING STREET NAME SIGN TO LOCATION INDICATED. SAWCUT TO NEAT VERTICAL FACE. THE EXACT LOCATION TO BE DETERMINED BY CITY ENGINEER. CONSTRUCT 6' WIDE SIDEWALK PER STD. DWG. ST -3. CE> GRIND AND OVERLAY EXISTING A.C. PAVING (0.20' MIN) TO PROPOSED ELEVATIONS SHOWN. �2 m z w z > BENCHMARK 00 -c� 0 Of Ix c� Q- COURT c� a_ SEE SHEET CD CD u- C) Lo 0 ro 0 C5 Lo 30' 30' �4- Lo 00 8t 22s 80 16' ll� owl 6 -H Lo +0 +0 OR 4 z K) :2 S/w S/W 't :2 00 � 0 LLJ LLJ Lo z m Lu V) c! 00, m S/, 48.87 LIP -0 R=16 (TV) 'N 7 - EXISTING IMPROVEMENTS Ky R=16' (TYP) E PARCEL 4 EXISTING IMPROVEMENTS Lo 49.11 49.24 49.36 (PROTECT IN PLACE) to (PROTECT IN PLACE) \�X�AlC EX AC X AC CE> F 104'± � A 4- 4- 43+30.30T414 —�5 S80031'38"E A 43+86.43 pp� Lo EXISTING IMPROVEMENTS cn EXISTING IMPROVEMENTS (PROTECT IN PLACE) (PROTECT IN PLACE) T 0 0 -------------- ---------- - - ----------- N- j (un) 1p 10 PTV I II II 30' 30' 18"' 22' 22' 8-01 6 6' S/W 1I ll 11 lls/W 1] 11 1 cfl U) Lo n 10 L T— uj N 04 0- u- 15e w w Z 0 z w > V) !LJ — z Of W u- Wn-J (D u- (y) 46 -J bj I. - On w r ui iW J �7 I.- 0 F— V) 04 ------ m V) uj DEMOLITION/ TIE-IN PLAN F 0� gu_ u - L LL 0�- cnz W2%6 wZW (L z 0 Lu < z w, ww=wzw> wl- =5 (D Z Lu W M K m w w- -r 3: zj MT8WIZWOW3:i� w (,to 2-2 g 1= wo 'a 0 LE a - z z 0 w 0 0 0 uj 0 aw- i=- 19 z ww 0 -!K:� ch 0 0 C6 Lug, '�'g lw LL. 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