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HomeMy WebLinkAbout1.1-7158 Driveway Relocation Record DrawingLIST OF C.O.B. STANDARDS USED HEREIN. - ST -1 - CURB AND GUTTER TYPE "B" DRIVEWAY WITH COMBINA TION SIDEWALK D-12 - STANDARD CHAIN LINK FENCE D- I3 - STANDARD CHAIN LINK GA TES D-14 - STANDARD CA TCH BASIN TYPE "A " ST -22 - STANDARD SURVEY MONUMENT ST ­/0 - STANDARD CURB RAMP PLAN A -88A - (CAL TRANS) STANDARD CURB RAMP ST -7 - STANDARD RESIDENCE DRI VEWA Y ST -14-17 - STANDARD STREET CROSS SECTIONS ST -2 - STANDARD MEDIAN CURBS TYPE "M" ST 23 - STANDARD STREET LIGHT "MAST ARM" TYPE- YPEST9 ST-9- STANDARD RESIDENTIAL CROSS GUTTERS T-34 - STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES T I - STANDARD STREET SIGN (POST TYPE) CL - CENTERLINE DW - DRIVEWAY FL - FLOWLINE BCR - BEGIN CURVE RETURN ECR - END CURVE RETURN PI - 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 PCC - POINT OF COMPOUND CURVATURE IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (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 CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C377382 HAS BEEN ISSUED BY THE STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT. PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONST— RUCTION. 1-800-227-2600 ENGINEER'S STATMENT; I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADM— SORY 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, STAN— DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. "A PRE–CONSTUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT THE CONSTRUCTION DIVISION AT (661) 326-3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR PRE–CONSTRUCTION CONFERENCE." NOTE: SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. t4arm: DRAINA IGa FPAA& TR44r 7159 BRA! MS *"O K • C - S u MP *L $ 4 0 PER K. C.. ARG• 4 199 2o17 03/20/2017 drawing File: FSTR7158 T E. SMITH RCE 35473 EXP. 9-30-17 DATE 0�11. _ .Imijum 14 6" CURB & GUTTER 245 L.F. 4" CONCRETE SIDEWALK 890 S.F. 6" CONCRETE DRIVEWAY 2,035 S.F. WHEELCHAIR RAMP 1 EA. SAWCUT 923 L.F. STREET LIGHT 1 EA. CITY OF BA \FRSF IF L,D TRACT No. 7158 RELOCATION OF ADA COMPLIANT DRIVEWAYS BENCH MARK SET: CHISELED "0" ON TOP OF CURB 10' EAST OF EAST END OF CURB RETURN IN SOUTHEAST COR HAGEMAN & JENKINS GOADS. �I C1/ 'ZF7 CF BASIS CF BEARINGS BENCH MARK USED: COPPER POINT IN 6" CONCRETE MONUMENT AT CL JENKINS AND MEACHAM ROADS WITH RCE 2777 TAG DATED 4-30-41 14" DEEP ELEV. 356.24 PER KCSFB 665—A PG. 44 'THE BEARING OF N 897926' W SHOWN FOR THE CENTERLINE OF HAGEMAN ROAD PER ; RACT N0. 5606 - UNI T 'A' RECORDED IN MAP BOOK 42 A T PAGE 110 AND 111 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS i'NE BASIS OF BEARING SHOWN HEREON" LEGAL DE`S"CRIPTION A,_ TIPN OF PAR 64 OF PARCEL MAP NO. 12143, IN THE Jl nr e OF fH COUNTY OF KERN, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 60, PAGES 33 AND 34 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. , L TOLL FREE 00-642-2444 EAST TWO DAYS BEFORE YOU DIG UNDERGROUNI) SERVICE ALERT OF SOUTHERN CALIFORNIA A.P.N.: PT 497-02-06 `ZEX SHT. N0. SHEET DESCRI='1-I0N 1. TITLE SHEET 2. NOTE SHEET 3. AUSTIN CREEK DRIVE STREET LENGTHS: REINA s,9y lq o Fpm Q 9y O LOCAL - 3,338' ROAD L TRACT 7158 0 x s o w z � Q l�p9p ROSEDALE HIGFYIAY VICINITY VAP ADDITIONAL NOTES OWNER: James Bryan Batey Sr., Trustee of the Cumberland Legacy Trust P.O. Box 20247 BAKERSFIELD, CA 93390 SUBDIVIDER: Rosedale Land and Development Inc. P.O. Box 20 247 BAKERSFIELD, CA 93390 ENGINEER: SMITHTECH/USA, INC. 142417TH STREET BAKERSFIELD, CA 93301 REVIEWED BY: _- - -'--may._--. ��R°FES��o TRAFFIC ENGINEER: _ f y / 13 /1 s`oE�T E• �F-� �S-B�IiGTS TiQ. 7���' --- �------- -- i ORECORD DRAWi4" < No.35473 r s EV. 9-30-19 c0W:C-CTK Ns eY: _ REVIEWED BY: --'�'�'— _ 7,11-jx,.. OFCV; DATE_ ASSISTANT PUBLIC WORKS DIRECTOR ►��-►' J�- - 9 - --- - _ APPROVED BY. __-- y '� z - 4gOFESSI044", E. F4 No. 35473 1:71 C4 9/30/17 CIVIL T� C �, F CALL/� Cl TY RECORDS #- NICOLAS C. FIDLER C. 61069 EXP. 12-31-18 PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD SmithTech lk USA INCORPORATED THE HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD,CA 93301 (661) 327-8492 FAX 327-8493 TRACT No. 7158 DRIVEWAY RELOCAVtA RC13ERT E. SMITH RCE 35473 DATE JOB 10.- 15-105 SH=ET ; OF 3 SHEETS NOTES: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. 326-3049 2. ALL COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE PROVIDED BY THE ENGINEER, NUMBER AND LOCATION OF THE COMPACTION TESTS SHALL BE DETERMINED BY THE CITY ENGINEER OR HIS AUTHORIZED AGENT. 3. AN 'S" SHALL BE STAMPED ON FACE OF CURB INDICATING LOCA- TION OF SEWER LATERAL 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL UNDERGROUND IMPROVEMENTS, WITHIN THE AREA OF THE STREET RIGHT OF WAY, HAVE BEEN COMPLETED PRIOR TO THE START OF ANY CONSTRUCTION OF PAVING. 5. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE LOT LINE WHERE THEY HAVE BEEN INDICATED ON THESE PLANS. THE CONTRACTOR SHALL ENSURE THAT ALL LIGHTS & SIGNS ARE PROPERLY INSTALLED. 6. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M213 SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6' FROM BACK. 7. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD ST -22. 8. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE FOR WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 9. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES LEO TEK EC1 THRU EC7 SERIES CREE XSP/XSPR SERIES AND OTHERS ON APPROVAL LIST OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER ASPHALT CONCRETE PAVING NOTES: 1. ASPHALT CONCRETE (TYPE 'B'). ASPHALT CONCRETE SHALL BE TYPE "A" (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE 'B' MODIFIEDFOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, 'ASPHALT CONCRETE,' OF THE STANDARD SPEC- IFICATIONS 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 FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE "A' (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE 'B' (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR 'STEAM -REFINED PAVING ASPHALTS% IN SECTION 92-1.02, '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 BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEERS 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 SHALL NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TESTS RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH THE 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 D-2041. 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. & THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE 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 SHALL BE 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 OF 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. 02/162017 Drawing File: FSTR7158 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. 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, ARE TO BE ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE 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 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 CONTRACTORS EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD 'B' SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE 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 PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, 'CONSTRUCTION', OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE 'GREENBOOK'. BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE 'GREENBOOK........ MICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. 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 THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON 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. B. WHEN THE 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. 21. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 22, 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) 23. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/ CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 24. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. 25. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 26. 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. ADDITIONAL NOTES: MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LAND- SCAPE PLANS BY THE RECREATION & PARKS DEPARTMENT. 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 FT. UNDER AND EACH SIDE OF X -GUTTERS AND COMMERCIAL DRIVE APPROACHES. 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. NOTE TO STAMP A 'C' ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION. 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. 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. CITY OF BA K E RjF I ESD TRACT No. 7158 RELOCATION OF ADA COMPLIANT DRIVEWAYS DRIVEWAY RETROFIT TRACT 7153 CL DWAY 4" THICK SIDEWAL21 K 4" THICK SIDEWA-K 4' MIN. TYP. 2'A 4' MIN. TYP. P _. 45 TYP. ' 45' TYP. LANDSCAPE i �, "THICK SIDEWA LANDSCAPE Ln EX. 4" 5' I EXISTING 5' o EX. 4" SIDEWALK N D/W APPROACH N SIDEWALK f' i I I i EX. FL 5' 12' - 20' 5' CL AUSTIN CREEK DRIVE R/W 10' 2:1 1 4' PEA I tii=nl CONST. TYPE "B" CURB & GUTTER WITH 4.5' STANDARD TYPE SIDEWALK PER CITY STANDAD ST -3 NOTES: MAXIMUM CF OSS FALL TO LOW GUTTER SHALL BE 0.5' * SLOPE FROM HIGH GUTTER ** SEE PLAN SHEETS EXISTING STREET CROSS SECTION AUSTIN CREEK DRIVE 4 T - Y I ITL ; o' FL R 20' IC w 1 i4' PER. FT. 2. =1:+-- 1.5% _ I TYP. ...... ; 3.49 _i!!�!rr, nl lit- �It i NOTE: PG 64-10 TYPE 'B' CROSS SECTION - 60 R/W PLATE ST -11 N.T.S. EXISTING AUSTIN CREEK DRIVE STA70N FROM *32+7.3.42 - 33+37.07 CONST. TY1= "B" CURB & GUTT - WITH 4.5' 31FANDARD TYPE SIDE' PER CITY ANDARD ST -3 ,h • r' �( Q�C>F5i01v� �Q No. 35473 s * tom. #30-19 !t XS- WIMS 7fX 7137' 9 � C!`/it, 5 OF 4gOFESSIO* ��4`v4o��gT E. CID w No. 35473 9/30/17 CIVIti 9TH OF C ALZq�4 FL F' l 20' 10' - 1/4' PER. FT. 3 4� I TYP. -I!ltl!I�Iil�l� III nt=rtr itl /W N.T.S. NOTES: MAXIMUM CP ; S F LOW GUTTER Si- Li 3r I # SLOPE FR( !d C C -T SEE PLAP S :E REMOVED OR RELOCATED DW'S TRACT 7158 J CL DWAY Q Q � o w zuJ <L w 2 2 PL > w Q 4' MIN. TYP. 4' MIN. TYP. m Ow0 CD U p � © 45 TYP. LANDSCAPE i N " THICK SIDEWAL 45' TYP. LANDSCAPE O U � Q U Qf F- z w w � m m Q m cn m EX. 4" I RELOCATED EX. 4" ,i EXISTING SIDEWALK N IN D//W APPROACH SIDEWALK TRA C T 5662 & I TRACT 5606 , 1 SAWCUT MATCH OR EX. FL ! REMOVE EX. DRIVE APPROACH 5' 12' - 20 5' 1' SAWCUT MATCH OR 5.0' 1 5.0' 10' ANC OR CURB AND GUTTER REMOVE EX. DRIVE APPROACH AND OR CURB AND GUTTER 1 CL AUSTIN CREEK DRIVE R/W 10' 2:1 1 4' PEA I tii=nl CONST. TYPE "B" CURB & GUTTER WITH 4.5' STANDARD TYPE SIDEWALK PER CITY STANDAD ST -3 NOTES: MAXIMUM CF OSS FALL TO LOW GUTTER SHALL BE 0.5' * SLOPE FROM HIGH GUTTER ** SEE PLAN SHEETS EXISTING STREET CROSS SECTION AUSTIN CREEK DRIVE 4 T - Y I ITL ; o' FL R 20' IC w 1 i4' PER. FT. 2. =1:+-- 1.5% _ I TYP. ...... ; 3.49 _i!!�!rr, nl lit- �It i NOTE: PG 64-10 TYPE 'B' CROSS SECTION - 60 R/W PLATE ST -11 N.T.S. EXISTING AUSTIN CREEK DRIVE STA70N FROM *32+7.3.42 - 33+37.07 CONST. TY1= "B" CURB & GUTT - WITH 4.5' 31FANDARD TYPE SIDE' PER CITY ANDARD ST -3 ,h • r' �( Q�C>F5i01v� �Q No. 35473 s * tom. #30-19 !t XS- WIMS 7fX 7137' 9 � C!`/it, 5 OF 4gOFESSIO* ��4`v4o��gT E. CID w No. 35473 9/30/17 CIVIti 9TH OF C ALZq�4 FL F' l 20' 10' - 1/4' PER. FT. 3 4� I TYP. -I!ltl!I�Iil�l� III nt=rtr itl /W N.T.S. NOTES: MAXIMUM CP ; S F LOW GUTTER Si- Li 3r I # SLOPE FR( !d C C -T SEE PLAP S :E Q C� I � Ln CLI n �o In Ln 0 pq z � U n Q Q Ell do 45' l 0 I II CD Ln W � I 0 51 z W TRACT NOTE: NOTES: 4gpFESS10Ng O A� COUNTY OF KERN B00 D EASEMENT PER VOL. 22 O KERN COUNTY PUBLIC HIGHWAY EASEMENT PER DOC. ® RECONSTRUCT TYPE "B" CURB & GUTTER P 2 OFALL DRIVEWAYS TO BE ADA COMPLIANT NO. 0204105932 O.R. WITH 4.5 COMB. SIDEWALK TO ADA 28' POLELINE EASEMENT IN FAVOR OF P.G.& E. PER DOC. COMPLIANCE RETROFITTED PER DETAIL ON SHEET 2 tet', No. 35473 ® #0200110386, O.R. © 20 WIDE COUNTY OF KERN SLOPE EASEMENT P;R DOC. Z 9/30/17 NO. 0199016411, O.R. RECONSTRUCT OR INSTALL STANDARD 25' PIPELINE EASEMENT IN FAVOR OF NORTH OF RIVER CURB RAMP TO ADA COMPLIANCE �, Q ROBERT E. SMITH RCE 35473 DATE O SANITARY DISTRICT NO. 1 PER DOC. #0200112815, O.R. 0 20' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT a 1V1L��o��'` PER DOC. NO. 0200025529, O.R. z cA KERN COUNTY PUBLIC HIGHWAY EASEMENT �- ® PER DOC. NO. 0207239224 O.R., RE-RECORDED9r-✓` f. PER DOC. N0. 0215097198 O.R. _ ,, O DOLE ENTERPRISES, INC. Li u p "ARCO" - 35 X Sas' - -- ­ 20 20' W O 3 W 3 F c 0 1 0�- --10 `V' � � 21 20 .1 J ��rG 1 lif cr �6 j O /� q�W ti�W s � /I j N X X ler -.21 SEE -� DETAIL "B'; I125. OC 'S: 00` 3 I o W q WC.K q O TYP lYP. I g FI'RA ¢ O W Q I 9 oU oma, 8 I W w� R�W� � R/ l00CLI --- _._.L._ - I - - -- _'_ -- -- I Vi yr, --- - 844lw 1492 C. �, B,+ Q N EX. FL C B N 89°19'26" W 1323.71 0, B, �Ex: FL -p C. 0, K. 11 N O 12 C, 0. K. 13 1 15 16 17 C, 0, K. 18 19 [] k O 20 15+95.57 -� - -- - - -- - -- EX. SEW N EX. C&G o5SEW--- '100w -- - `- - - - ��k EX. SEW' - - RECQNSTR CT CU BDG UTTER- CENTERLINE Ex. SEW - -- - N -- - - -- x. C G AND__SIDEWALK / O WORK OUTSIDE OF THE CITY LIMITS OF CITY OF BAKERSFIELD WILL REQUIRE A SEPARATE PERMIT FROM KERN COUNTY. DFAIL "A " C3 C2 MJF �1 476% -moi C1 32 0ITERLJNE 32 33 a --- -0.476% DELTA ANGLE RADIUS ARC LENGTH 808 ----- ON CURVE ---- -0.582% -0. Ln t3. 2999 01 °38'54" _ 67' Q L� 103°19'27" Q � 0 C2 00°58'56" - U -D 6.69 _ �o� �^ mM C3 LL.__352 q � U � o�co to EX. GROUND- AT NW 4- o Ek GROUND AT CL IS 357.50 m M ' CL IS 357.60 cl cu i O U I 0 z � � z 7 6 n 5 Q C� I � Ln CLI n �o In Ln 0 pq z � U n Q Q Ell do 45' l 0 I II CD Ln W � I 0 51 z W TRACT NOTE: NOTES: 4gpFESS10Ng O A� COUNTY OF KERN B00 D EASEMENT PER VOL. 22 O KERN COUNTY PUBLIC HIGHWAY EASEMENT PER DOC. ® RECONSTRUCT TYPE "B" CURB & GUTTER P 2 OFALL DRIVEWAYS TO BE ADA COMPLIANT NO. 0204105932 O.R. WITH 4.5 COMB. SIDEWALK TO ADA 28' POLELINE EASEMENT IN FAVOR OF P.G.& E. PER DOC. COMPLIANCE RETROFITTED PER DETAIL ON SHEET 2 tet', No. 35473 ® #0200110386, O.R. © 20 WIDE COUNTY OF KERN SLOPE EASEMENT P;R DOC. Z 9/30/17 NO. 0199016411, O.R. RECONSTRUCT OR INSTALL STANDARD 25' PIPELINE EASEMENT IN FAVOR OF NORTH OF RIVER CURB RAMP TO ADA COMPLIANCE �, Q ROBERT E. SMITH RCE 35473 DATE O SANITARY DISTRICT NO. 1 PER DOC. #0200112815, O.R. 0 20' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT a 1V1L��o��'` PER DOC. NO. 0200025529, O.R. z cA KERN COUNTY PUBLIC HIGHWAY EASEMENT �- ® PER DOC. NO. 0207239224 O.R., RE-RECORDED9r-✓` f. PER DOC. N0. 0215097198 O.R. _ ,, O DOLE ENTERPRISES, INC. Li u p "ARCO" - 35 X Sas' - -- ­ 20 20' W O 3 W 3 F c 0 1 0�- --10 `V' � � 21 20 .1 J ��rG 1 lif cr �6 j O /� q�W ti�W s � /I j N X X ler -.21 SEE -� DETAIL "B'; I125. OC 'S: 00` 3 I o W q WC.K q O TYP lYP. I g FI'RA ¢ O W Q I 9 oU oma, 8 I W w� R�W� � R/ l00CLI --- _._.L._ - I - - -- _'_ -- -- I Vi yr, --- - 844lw 1492 C. �, B,+ Q N EX. FL C B N 89°19'26" W 1323.71 0, B, �Ex: FL -p C. 0, K. 11 N O 12 C, 0. K. 13 1 15 16 17 C, 0, K. 18 19 [] k O 20 15+95.57 -� - -- - - -- - -- EX. SEW N EX. C&G o5SEW--- '100w -- - `- - - - ��k EX. SEW' - - RECQNSTR CT CU BDG UTTER- CENTERLINE Ex. SEW - -- - N -- - - -- x. C G AND__SIDEWALK / O WORK OUTSIDE OF THE CITY LIMITS OF CITY OF BAKERSFIELD WILL REQUIRE A SEPARATE PERMIT FROM KERN COUNTY. DFAIL "A " C3 C2 MJF �1 476% -moi C1 32 0ITERLJNE 32 33 a --- -0.476% DELTA ANGLE RADIUS ARC LENGTH 808 ----- ON CURVE ---- -0.582% -0. Ln t3. 2999 01 °38'54" _ 67' co - 103°19'27" 20.00 36.07 25.29 C3 00°58'56" r 353 6.69 W �^ mM LL.__352 q Wei W m0 UN'- C) CD N W co to EX. GROUND- AT NW 4- o Ek GROUND AT CL IS 357.50 m M ' CL IS 357.60 SCALE: w Ld HORIZ. 1" = 50' SEX. FL ._ R DETAIL "B" ;L , X. DW TR. RNOY 2, 83' 3, 32' CURVE TABLE E XIS[ING TRA C T NO. 5662 UNI T I �20 0 170 10 ROCKINGHAM LEGEND.- STD. CITY SUR BEY MONUMENT WAY EXISTING (TO BE CONST OR EXISTS AS NOTED) NOTE: CONSTRUCT STREET SECTION PER LOCAL STREET SECTION ON SHEET 1 A US TIY CRT,EIC DRI NUMBER DELTA ANGLE RADIUS ARC LENGTH TANGENT C1 01 °38'54" 480.00 13.67 6.83 C2 103°19'27" 20.00 36.07 25.29 C3 00°58'56" 780.00 13.37 6.69 Q 3 w ALL DRIVEWAYS TO BE ADA COMPLIANT RETROFITTED PER DETAIL ON SHEET 2 DESIGNATED REMAINDER OF PAECEL 4 OF PARCEL MAP 12143 BK,60 OF PARCEL MAPS PG.24 3 4 <. L1J pow !a ; q ° cu �: z 7 6 5 X > t� L nn, s nr b o -------. _ CCD) N 89'19'26" W 1164.43 TRA C T NO. 5662 - UNI T 24 N 25 26 - « 28 29 --D h !- --- - - X. C&G N xp�' EXIS TING TRA C T NO. 5606 - UNIT "C " 20 20' 10 X10 SEE SHEET 25 2 7 NOTE;: X'D UF %�. CORRECTIONS B`l; ;;�!�>'` DATE Al i7E o 140.35,473 7O 7� Em. �9�FrrF�rj� o"r ,4 dX SID. STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED STD. STREET NAME SIGN (METRO) + STD. CITY STREET NAME SIGN STD. CURB RAMP C DRI VEWA Y ADA COMPLIANT TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION TYPE "A" CATCH BASIN -p STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES DRI VE WA Y APPROACH OINSTALL W1-6 (L) WITH OM1 -3 INSTALL STD. CL III BARRICADE © EXIST. W1-6 (R) WITH OM1 -3 m w crl TEMP. SUMP CALCS. REQ, 1.0 AC. FT BOTTOM 3225.26 PROV. 1.5 AC. FT. MID 4268.32 TOP 5074.11 V"\ 3 TEMPORARY SUMP EASEMENT PER 41 DOC. NO. __Z17074602 217074602 -- -�� RADIAL - S' X 3' R1 S 65°04'34" W N_ cu TEMP. \ S `_✓5°04'34" W R2 S 66°0'31" W z SUMP A 40.00 R3 N 10°37'02" W R1 y 2R4 N 08`58'1 }" W - _ SEE I l C DETAIL "A" - O R-480 L-80.83 I T-40.51 R4 C2 R W� S 89°19'26" E D-09'38'54" - --- \ C1 l O -- ---- ---- 4 -- PER 560 -� g, 30 - O 31 32 N CENTERLINE �k o \ _x CD I �\ 0 DRY CREEK EXISTING SmithTech A-tJ,)A LANA TRACT NO. 5606 - UNIT "C" INC0RP,)RATED DRl l/EWA Y .REL OCA TION AUSTIN CR�.EK DR�V.� SHEET 3 OF 3 SHEETS , 4 z pow TRA C T NO. 5662 - UNI T 24 N 25 26 - « 28 29 --D h !- --- - - X. C&G N xp�' EXIS TING TRA C T NO. 5606 - UNIT "C " 20 20' 10 X10 SEE SHEET 25 2 7 NOTE;: X'D UF %�. CORRECTIONS B`l; ;;�!�>'` DATE Al i7E o 140.35,473 7O 7� Em. �9�FrrF�rj� o"r ,4 dX SID. STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED STD. STREET NAME SIGN (METRO) + STD. CITY STREET NAME SIGN STD. CURB RAMP C DRI VEWA Y ADA COMPLIANT TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION TYPE "A" CATCH BASIN -p STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES DRI VE WA Y APPROACH OINSTALL W1-6 (L) WITH OM1 -3 INSTALL STD. CL III BARRICADE © EXIST. W1-6 (R) WITH OM1 -3 m w crl TEMP. SUMP CALCS. REQ, 1.0 AC. FT BOTTOM 3225.26 PROV. 1.5 AC. FT. MID 4268.32 TOP 5074.11 V"\ 3 TEMPORARY SUMP EASEMENT PER 41 DOC. NO. __Z17074602 217074602 -- -�� RADIAL - S' X 3' R1 S 65°04'34" W N_ cu TEMP. \ S `_✓5°04'34" W R2 S 66°0'31" W z SUMP A 40.00 R3 N 10°37'02" W R1 y 2R4 N 08`58'1 }" W - _ SEE I l C DETAIL "A" - O R-480 L-80.83 I T-40.51 R4 C2 R W� S 89°19'26" E D-09'38'54" - --- \ C1 l O -- ---- ---- 4 -- PER 560 -� g, 30 - O 31 32 N CENTERLINE �k o \ _x CD I �\ 0 DRY CREEK EXISTING SmithTech A-tJ,)A LANA TRACT NO. 5606 - UNIT "C" INC0RP,)RATED DRl l/EWA Y .REL OCA TION AUSTIN CR�.EK DR�V.� SHEET 3 OF 3 SHEETS ,