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6.1-1852 Revision
ME w .� ff ,� No PHASE � PHASE 2 STREET IMPROVEMENT QUANT( F LEGEND - SHEET QESGRIPTION G-1.0 W12 EXISTING WATER MAIN SIZE NOTES 'NEW FENCE LINENEW 12— EXISTING SANITARY SEWER PIPE SIZE C-2.1 FIRE HYDRANT C -2.2R D12 EXISTING STORMI ISIZE 01 Em NEW WATER VALVE, NEW WATER METER STRIPING PLAN c�� EXISTING POWER POLE � 'i�wY�i �Y3Y111tliiLL T EXISTING NEW GAS METER OE EXISTING OVERHEAD ELECTRICAL IC): NEW STREET LI T BURIEDIFLOWLINE Eo%, PROPOSED GRADIENT— TV -- EXISTING BURIEDIFINISHED SURFACE c____0___ EXISTING TELEPHONE/ Y WIRE FG FINISHED ..FINISHED EXISTING UTILITY L : IT OF PIPE EXISTINGT TC T TOP OF CONCRETE EXIS11NG STORM'I TOP OF GRATETOP OF PAVEMENT EXISTING NSTING SEWER CLEANOUT Ls = LANDSCAPE EXISTING FENCE LINE = BEGINCURVE RETURN END CURVE RETURN EXISTINGBCR, FIRE POINT EXIS11NG WATER VALVEG.O.B. CITY OF BAKERSFIELD EXIS11NG WATER METER 35R DISTANCE CENTERLINE I _ RIGHTF CENTERLINE OF ROAD G. M. I _ _ POINT INTERSECTION eEXISTING TOPO POINT I, LP POINT OF INTERSECTION LOW POINT ---t03EXISTING CONTOUR W/ELEVATION 'HIP Bvc HIGHPOINT 1 VERTICAL CURVE FINISH303 T: POW = POINT ON VERTICAL CURVE STREET R/W BC = BEGIN CURVE — NEW WATER LINE I RVE = I.INE S1 21 NEW IT LINE EXISTING 1; I I ZE 2+00.00E DIRECTION OF STATION LABEL NEW WATER VALVE pip PROTECTIN POINTAP ANGLE PHASE 1 STREET IMPROVEMBI QUAN1 Z03.w+ ' :TONS 83 CY =ASPHALTCONCRETE AGGREGATE BASE LF.. 12' _STD. T-- 630. S.F. I . T- 2 EA C''w/DETECTABLE WARNING PER CALTRANS A& 973 L.F. SAWCUT EXISTING PAVEMENT ----- ---------- -- - -- --------------------------------- KEY MAP BENCHMARK. - - - ----- ----------------- ® 1 T THE INTERSECTION RIBBONGRASS DRIVE ELEVATION 1 UNAUTHORIZED I_' ACCORDANCE WITH. GENERALLY ACCEPTED: CONSTRUCTION PRACTICES, CONSTRUCTION BASIS OF BEARING. PREPARINGI. T BE RESPONSIBLE CONTRACTOR WILL BE REQUIREDIILITY 'FOR JOB SITE COND11IONSDURINGTHE SHOWN AS THE CENTER LINE THE. BEARINGK F UNAUTHORIZEDFOR,-OR LIABLE FOR, CHANGES I TO, SINE ROAD, WHICH IS THE WEST UNE OF THE SOUTHWEST OR USES F THESE PLANS. CHANGEST � T. : 7 AS SHOWN ON RECORD ND NOT BE t �` PLANS TMUSBE IN WRITING OF SURVEY RECORDED RECORD OF I 1 F�� �I I h�LIhI APPROVED `f r THE SURVEYSTY, REAL OR ALLEGED, IN CONNECTION WITH ITHE OFFICE PERFORMANCEI T, EXCEPTING LIABILITY ARISING NEGLIGENCE_PROFESSIONAL SNEET INDEX SHEET QESGRIPTION G-1.0 COVER SHEET AND NOTES —1 NOTES C-2.02 S11NE ROAD STA: Q+O.QO T4 6+54.04 C-2.1 St1NE ROAD M STA.- 9+50.00 TO 14+25.00 C -2.2R STREET SECTIONS & DETAIL C1-3 OK STRIPING FLAN C-3.1 R STRIPING PLAN C-4.0 STANDARDS i A ------------------ Jt!'czMCKEE. RDSITEcrlw 14 MAR }� a �w�sk � w ,,.�........�vv uayairrratiwwi�ww � 'i�wY�i �Y3Y111tliiLL }TAFTHWY"Ou"INITY me }� a �w�sk � w ,,.�........�vv uayairrratiwwi�ww � 'i�wY�i �Y3Y111tliiLL I I � � - I I I - -1 � I I I I I I � 11 � I � � I . I I I I I � - _. ---------���������������������l � � I I � -------- � I . � ----------------------- I �������� I 1. I I � .1 . I .1 11 .111.1 11 l___ - I 1. I I I I �� � - -1 0 1 �l �_ � ------------ �� I 11.1. 11 � I ������������������������������������������������������I IN I .. . I I � I � I - - . 1. .1 .. $Z . I I I . I I . I I I Im � I I . . I I . � I . �.. I � I . � 1. 11 -'ll. I I �. .1 , OF I . I . I : � . GENERAL QTES: (CITY STREET _PLANS) I REQUIREMENTS OF SECTION 39 :.2.021 "AGGREGATE" THE CONTRACTOR'S EXPENSE. I I I 1. I I I � I .1 � I . . I � I I . I I �9 � � � . . . 29. IF REQUIRED FOR A. MINIMUM COVER OF 30 PER COB 1. THE: STANDARD. SPECIFICATIONS AND THESE SPECIAL . . .. I . I 1. .1 I � . : .. I I .1 , .1 I I - . . � I I I 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CITY OF STD. SEC. 3.4.5.2, EXISTING PIPELINES AND UTILITIES .SHALL BE PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED I . . I 11 I I I . � :: I I � � I I I 11 I 1: 1.11 I . I I I � . I . I I DS, LATEST EDITION. S EXPENSE PRIOR TO THE I I EQUIVALENT TEST RESULTS SHALL NOT BE. OLDER THAN SURFA CE TOLERANCES, ADDITIONAL I . I . I .� . � I I . . I I � . . I � � � . . . I . I . . . I . . ,� I - I . INSTALLATION OF BASE OR PAVING. . SIX (6) MONTHS ALL OTHER TESTS RESULTS SHALL BE GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE . . . I . I I I . � I L . I I .11 I � I . I L 2. IMPROVEMENTS SHALL BE IN ACCORDANCE NTH STATE OF . NO OLDER THAN ONE (1) YEAR. . . THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF . :& : L � I I I 1. I I I I CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY . I I . 0 . I I TRIPING AND MARKING SHALL. BE GRINDING ARE AT A. CONSTANT OFFSET FROM, AND ARE I I . .0 L . IL . I I 1. .1 I I I � I I . . L I I . I 5; � . . I I I -NEAR ; Uj . .. TM PORTATION STANDARD SPECIFICATIONS THERMOPLAS11C PAINT IN CONFORMANCE WITH CALTRANS SPEC, 5.C, AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN PARALLEL TO, THE : ,EST LANE LINE OR PAVEMENT EDGE, . L . I I I I L L � . . I L I I TEMPORARY :STRIPING L I., � UM'ITSL I . . I OF GRINDING ARE NORMAL To L . I w .1 I I . . I I I I I . I - I CURRENT EDITION, AS MODIFIED ANDDETERMINED APPLICABLE z 8010-21C-19. ALL . I . L ,� INGS, NOT IN ACCORDANCE WITH CALIFORNIA TEST� 367. LABORATORY . . I . I I � q 11 AND MARK . AND THE TRANSVERSE 11 I I IL I I I 11 I . .1 . . . I I I I BY THE .DIRECTOR. � . THEIR ULTIMATE LOCATION SHALL BE WATERBORNE PAINT. SED L THEPAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE � 11 . L 1. I I I I I I I I I I L TEST RESULTS ON WHICH THE DESIGN IS BA SHALL I 11 L I . I I . : . I I I . I I . � BEL SUBMITTED NTH THE MIX DESIGN ALONG NTH THE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. I I .. . I I 11 . . I : . . I . L L 3. AH STREETS HAVE BEEN DESIGNED IN ACCORDANCE NTH THE ,31. NOTE FOR 95% COMPACTION FULL PAVEMENT SEC11ON TOL AT THEDESIGN MIXTURE ABRASIVE GRINDING SHALL CONFORM:TO THE REQUIREMENTS IN I L . : . I 'L ' ' 'Ll . I L L L L L I .1 L L. I L L I THEORETICAL MAXIMUM DENSITY OF I - .11 -L . I .11 111. I I . ''. .1 . . 11 I . . J.' . L L. L L . .L 1111 I L I L . . . . . . I I I I . 11 I -1 -111L, LL -1 L I I I L . IL I I . I I I I L I L � I . I L TRAFFIC INDEX AS SHOWN ON THE TYPICAL CROSSSECTIONS, LEAST 1. 0 FOOT UNDER AND EACHL SIDE OF CROSS GUTTERS AS, DETERMINED BY ASTM D2041. THE ASPHALT THE FIRST PARAGRAPH A F I . I I I I . I I I . .L I I . L I L L I L . . I .L L I I L L I I I 1. .. . L I � I AND COMMERCIAL DRIVE APPROACHES. 11 . I I I I SECTION 42-2.02. "CONSTR UCTION, " OF THE STANDARD . . � . I 'Ll. I �.___ - I I I I 'L I I ". CONCRETE MIX SHALL MEET THE REQUIREMENTS OF I . 1$ 1 . L 11.11, . I L I � . . . ' . L ILL I 11 I .1. I I I .... I I L I I .L .. L I . W , , .L I I .. � "L 11 L I L I I . 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM 'R.' VALUE L I SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TOL ALL I I I I., 11 L. I I . I . L I I 11 SECTION 39-2.02, "AGGREGATE., OF THE STANDARD I . I . I . � . I .. : 'GL I L L I I I . < I . . . . . I I L ' , AS SHOWN ON TYPICAL CROSS-SECTIONS. SHOULD FURTHER 32. PRIOR TO PAVIN , f THE DESIGN ENGINEER FOR THE" PROJECT ' FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. I I . L I I in I � LL I I 11 I I I I L , . L I . . L - L SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE * I . . I LL ---------- . 11 .11 TESTING SHOW A LOWER V VALUE OF THE ACTUAL IN PLACE SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOO L . 11 I I THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING. I L . � I . 11 ... L ' L , L L I I L . � ... .. . I I I I I .1 . I . I I L . LL I .. L ''. .. .11, I L . DATA SUBMITTED $HOW$ THAT THE MATERIALS ARE I I LL I .. I I � I I .. . L I I I L 1- I I I L . . I I .11 . . ci , I I . I 'L . L I I MATERIAL STREETS SHALL BE REDESIGNE A CORDING TO THE IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A I AGENT OR ASPHIAL11C EMULSION AS DIRECTED BY THE CITY . . . = L 11 11 11 . D .0 ' I I I I I I -1 I I 11 11 SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS I I I'll, I � I .1 L . � � I& . I I I I I . I I SL RL I . I .1 I L I I I 11 LOWER V VALUE. I REVISED PLAN SHALL BE,.:SUBMITTED TO: THE CITY FOR . PREPARED, T14E DESIGN MAY BE UP TO THREE (3) YEAR , ENGINEE. . . L . I . . I I I I I � I L . . . � L . . I APPROVAL 1:0L DAYS PRIOR, TO PAVING. 1: .. . I .1 I I I I I I L . 79 1 .11 I . I I . OLD. THE CONTRACTOR SHALL BEAR All THE COSTS I . I LLLL , . . I IV I 11 I . . .. I I � I 1. 1. I . . I . I 1. � . . L 1. I . . .L I L . 1: , I L .. I . I I . . 1 5. ANY LAYER OF 'R' VALUE MATERIAL SPECIFIED IN THE TYPICAL .UL I ASSOCIATED WITH THE ASPHALT CONCRETE: MIX DESIGN. 1. 11 . L I � I ' I L 11 I L I . L IL L . I I � . L L I � . CROSS-SE01IONL 3&ANY WORK CONNECTING TO EXISTING PUBLIC FACI TIES FROM I .1 ::. J�, I L � . MAY BE INCREASED IN DEPTH PROVIDED'THAT .L I . 11 1. .1 � .111.1. L � L . L � � I . .. .. L I I ".. I 'Ll I L. � I I I ESTIMATE :9.'ARTERIAL ,REET BASE MATERIAL SHALL BE I - .11 11 ., L 0 1 1 PRIVATE PROPERTY NLLL REQUIRE AN ENGINEER'S _ FOR , AND COLLECTOR ST I I .. THE MATERIAL ABOVE THAT HAS NO LESS THAN THE MINIMUM: .L L I 11 .1.1 11 . . .1.1 . L. 1 6. WHERE NEW ASPHALT CONCRETEL PAVEMENT IS TO CONFORM TOL 1. 11 . - L 11 . L LL I . - I . I 11 LL L pr): - I LL I � XIL. L. I . I I . . I I � . I -s .. I IL V", . THE: WORK IN THE EXISTING: PUBLIC RIGHT -OF --WAY TO I CRUSHED AGGREGATE BASE (CAB) CONFORMING: TO SECTION L I I I : : 0), . im: .4 . THICKNESS SHOO. - I L L I I I 1. E STING PAVED SURFACES.. THE EXISTING :PAVEMENT SHALL BE I . 0 v- 0 �� . ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. � . I L I L L I L I .L I 1. . IL 1. I 1 200-2.2 OF THE "GREENBOOK". BASEL MATERIAL FOR LOCAL . L . . : V) I :=to 21. 3 L . � I SAW CUT IN A NEAT STRAIGHT LINE EITHER PARALLEL OR ''. L L . . I I .. I . I . L . - , I I L L . 11 I I I . . I I (FOR TRACTS NTH PRIVATE STREETS,L PARCEL MAP . I 11 1.11, L L L . .1 L I .1 I I � . . :111. I 1. I 0 ,;..> ,�r I . -6. IF APPROVED IN WRITING BY THE DIRECTOR, AN ALTERNATE I IL .1 I I I . . IL I PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT STREETS SHALL BE CAB OR FINE GRADATION CRUSHED . I L . I . I 11 . . . I I . L I I I I I I .0.1 I I . I .. � L I I I � . I PAVEMENT DESIGN USING CLASS Ill AGGREGATE .BASE .AND A. IMPROVEMENTS , OR PUBLIC TRACTS WITHOUT RECORDED MAPS.) THE MINIMUM DISTANCE OFL ONE (1) FOOT FROM THE EXISTING MISCELLANEOUS BASE (CMB) CONFORMING TO SEC11ON 200-2.4 - L IL � %L L 0 .11,1111, L I . , , I I I I 11 .1 . 11 I I I I . I I THICKER A.C. SECTION MAY BE, USEDL . " � . I � I . : L . I I I ''I . . I . I . .1 I I . I . ... I I I I 11 . I � 11 I I I L 11 - L EDGE OF PAVEMENT, OF THE "GREENBOOK'.....,MICH ALLOWS UP TO 50% OF THE . L ... I'll .1 L. I . . . I .. . L I I . ... � - . . I . ... �� I I 1. L 1. "I I I .1 34L MAXIMUM SLOPE RA110 FROW BACK OF SIDEWALK TO. FACE OF VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND . L L I I I . I IL I . L L L 11 I 1. . 11 I .1 . L 1. , L 1. . . I I L . I 4._Lj�* I ,� I I . I L L 1 7. ANY WORK. WHICH. AFFECTS ANY' EXISTING CITY MAINTAINED WALL OR STRUCTURE SHALL BE ' EXCEPT FOR: TWO FEET 7. A PRIME COAT WILL NOT BE REQUIRED ON NOW-PAYM, AREAS CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED I �.. L .. -_ - L I 11 I .1111, .1 . 11 . I . I I I I I L . I I . I L L L I , � �: I I I I I I L 11 . 1. L. I L . . I ._ L ROAD OR THE TRAFFIC THEREON SHALL. BE COMPLETED WITHINL BEHIND THE SIDEWALX WHERE THE MAXIMUM SLOPE SHALL BE . I I I I I I I . I I I I I � . � �L, L I L .1 I I . -11.1 I. 11 I I . L � L . L . TO BEL.SURFACED PRIOR TO THE PLACEMENT OF ASPHALT BASE OR A COMBINATION OF THESE MATERIALS, OTHER L � I L I 'L L I . START OF WORK,. I ,2X ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING� CONCRETE; HOWEVER AH . OTHER REQUIREMENTS OF RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE I I . 4� I . I I I L* . . I I I . I L � I . It I I L I I I � I I I - * I I . I L I I BEHIND THE SIDEWALK OROTHER METHOD TO PREVENT EROSION 0 .L . I . u . I 11 . I I .. L . 1. 11 I SEC11ON 39-4.1 1 i 'SUBGRADE,," OF THE STANDARD SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM, DRY I I I . I I L I � 8. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE ONTO THE SIDEWALK. '' . I I SPECIFICATIONS SHALL BE MET. DENSITY. L . I �. . �7 1 . 11 . L, I I . � I . I , L L I I I L GUTTER FLOWLINES (INVERTS). I I . L I . . I . . . I I , . 114 F4 , Cr) . I I I I , . I I . . I L I . NOT t L . 1 �77 . I . ES EEQM IBE A- . 8. THE AREA. TO WHICH. PAINT BINDER HAS BEEN APPLIED SHAH 20. PAVING CONTRACTOR SHALL GRADE THE.PAVING AREAS TO THE I I . � , � I I . I I I 11 I 11 . I I L . I A^ I I . 9. MAXIMUM PLUS� GRADE TOLERANCE FOR A.BL., A,S.B. ./ AND O.G. , . . I L L FOLLOWING MODIFIED CALTRANS STANDARDS SPECIFICATION, . L I z I bw 5:= 1 L BE CLOSED TO PUBLIC TRAFFIC CARE SHAH BE TAKEN To . I . ,a%: . - L :> I I I I I I I . I I I IL . I I 1. CONTRACTOR SHALL OBTAIN ALLLNECESSARY PERMITS BEFORE IL I 11 .11 ' . -1.03 PER THE CITY OFBAKERsnELD: . . . I . v Q Ld - SHALL BE 0.05 OF A FOOT. ' � 1. . � . .. AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING SECTION 19 .. I . I . . I IL I I I L . . L . . I I 11 I 11 I * . . I I START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. . . I , I . 1. 1. L L L . I -L � . . L�* "' M , . . I 10. PORTLAND CEMENT E CLASS B UNLESS . CITY/COUNTY PUBLIC WORKS. DEPARTMENT FOR WORK TO BE I I L I . . . I I . . . A I (n L . . I I 1.111.11, L Ll I . L L L I L. .l.. I .. . IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF 11 . 11 I I I I 11 I I I I OTHERWISE INDICATED. I DONEIRTHE CITY/COUNTY STREET RIGHT-OF-WAY. 9., PAVING JOINTS SHALL MATCH TRAFFIC LANE STRIPE. LOCA11ONS MATERIAL I THEREON, THE GR I ADING PL . ANE SHAL I L C . ONFORM TO L . -L . . . . "I 04 .1 in . � I I I - . I . . L I I I I . .1 I 1, . � * I 11 I I I I UNLESS OTHERWISE PERMITTED: BY THE CITY ENGINEER. �. THE FOLLOWING: . . . . . I . z: I . ' I I I I . I I L IL 9 _< 11. PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY 2. THE LOCATION OF EXISTING UTILITIES AND UNDERGROUND . . � . . . . . ._j I L I I 1. I . . I I . L - I I . I � w w L . DEVICES (NOT SHOWN ON THESE. PLANS) SHALL BE INSTALLED . PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 10. INTERSEC11ONS AND TAPERED SHOULDERS SHALL BE SURFACED A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE I I . . L L 111. I I . I 11 I 11 . I I . . . L )-w W4 n E . . I I I E CITY OF BAKERSFIELD ENGINEER. CONTRACTOR -SHALL DETERMINE THE EXACT LOCATION OF ALL AS. DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT BASE'IS'TO BE PLACED ON THE GRADING PLANE, THE I . 1 *4* :z 0 � . I . I LL . 1. I I . L p - < 9 I I 'L . I EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE CONCRETE SHALL BE PLACED AT ROAD CONNEC11ONS AND L POINT SHALL NOT VARY . .- p) _�t <" ,:" I I . . I 1. . 11 . L I I 11 . . LL 11 . I I I I I . . L . � � ", I I . L . . I I . - � ;4L , . M I . ML�* 8 L 0 0 ., 12. STREET LIGHTING SHALL BE INSTALLED AND A MEANS PROVIDED COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ' PRIVATE DRIVES WHERE SHOWN ON THE: PLANS AND AS 1 ABOVE OR BELOW THE: GRADE I I z M I ... . , I I , 11 I I I .1 I I . .. I I I . . I .1 . . �. . . 'L , I .. I I L I L L I I 1. .1 I I I . TO CONTRACT FOR PUBLIC UTILITY SERVICE AND MAINTENANCE L ALL. DAMAGES MICH MIGHT ' , HIS L FAILURE . DIRECTED BY THE , C I ITY L ENGINEER,. AND SHALL BE HAND RAKED, ESTABLISHED BY THE . ENGINEER. � .. I I I . I I I L 419b. 00 < :z c I , I ILL. � . . I . I I . I I , I . . tz 16 I �L - o L L I L 11 . 'L 11 . I .4.0 L 11 . ILL I I . V 0 .w. � ,04 pi , a- . I . TO EXACTLY LOCATE PRESERVE AND I � L I ED co . L . 'I PROTECT ANY AND ALL IF NECESSARY, AND COMPACTED TO FORM. SMOOTH, TAPERED . I -1 I- L L , . .L I I . I . I I m fti,i;. w 0 I � . L .13. PRIOR To LTHE START OF ANY EARTHWORK, THE SUBDIVIDER UND UTILITIES AND PIPELINES ALL EXISTING L I CONNECTIONS. I B. WHEN THE SUBBASE OR BASE MATERIAL (O -MER THAN I u I �E5jLa;g Z: .§ I I . I . L I L I I I I 11 I I - . . : ,!� - SHALL OBTAIN A GRADING PERMITAS REQUIRED BY CITY IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTERS,, S ASE) IS TO BE PLACED ON THE . I l L , I . . 'L , I I L' ' LL 11 L I I I * L I . . L I I < - . . L X ADOPTED U.B.C. (MODIFIED) AND GRADING ORDINANCE FENCING, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT 11. MERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT GRADING PLANE, THE GRADING PLANE AT ANY POINT . I ]>�. = * I . I I . . . I.: m imE w 6- w -3: 1 11 . . . I . SHALL BE REPAIRED OR REPLACED AS DIRECTED BY .THE I CONCRETE IS 0,15 FOOT OR I FSS, PAVING OPERATIONS SHALL SHALL NOT VARY MORE THAN 0.04 FEET ABOVE OR L . . I I I I 11 L 11 I . . I . .1 L L I L L . I . 1. � L . L I I I . � I I I -i L 14. WHEEL CHAIR RAMPS SHALL BE CONSTRUCTED: AT ALL CURB CITY/COUNTY ENGINEER. p I BE.LCONDUCTED IN SUCH AMANNER THAT, ATTHE END OF . BELOW THE GRADE ESTABLISHED BY THE ENGINEER. I : I 11 .1 , L I I I L L L I .. I , I I . . LL I . 1 5; - I . RETURNS; SEE CITY OF BAKERSFIELD DEVELOPMENT L STANDARDS, . . EACH WORK SHIFT, THE I.IiNGTH OF PAVEMENT ALONG 'ME . . L .L : - I . QFFL � . I I L I Z-) . . LONGITUDINAL DROP- BETWEEN ADJACENT LANES IS NOT I . . I . I . . , AS DIRECTED BY THE ENGINEER. 1 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE AH . I L L SPECIAL NQM_ � . � I I I . . I . I . I I .1 I I L . I:_ L L L L -1 I'll..'' . . . . .1 I L . L 0 L GREATER THAN THAT MICH CAN BE SURFACED DURING THE . . I I . . I L . ; OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY: AS DIRECTED I I � L .L I . . . .1 I . I I . � I I I I � I I I z: I 1 15. ALL EXISTING, FACILITIES, INCLUDING BUT NOT LIMITED TO I BY THE CITY/COUNTY ENGIN L FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL 1 . VIL I . .. . . I . I - . I . I I I 11 I L � I . L . I EER. L UNDERGROUND SER CE ALERT SHALL BE CONTACTED TWO (2) . . . L I �_ * I L I . L I ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE . . I I I - I L STRUCTURES, POLES, PIPELINES,: CONDUCTS,L CANALS AND .11 .1 I I L 'L . I . WORKING DAYS PRIOR TO CONSTRUCTION. (811) . - I I I I . I L =:> . I I I . . I I : . DROP-OFFS OR EACH .LANE SUCH ADDITIONAL ASPHALT I . . U) APPURTENANCES, MICH ARE CONSIDERED TO BE OBSTRUCTIONS 4. WHERE, PROPOSED IMPROVEMENTS TI I � L I L L . . . . I I I I L I L L - . I I I I IL . . 11 I 11 1. L. I .1 L I ' I . . �. I � L. I .. I = I I L CONCRETE D COMPACTED TO FORM L I . I I. .. IL 11 I BY THE CITY ENGINEER, SHALL BE RELOCATED AT THE EXPENSE FACILITIES, THE CONTRACTOR SHALL, PRIOR TO BEGINNING 1 2. NO CITY INSPECTIONS WILL BE GIVEN, FOR THE WORK IN THIS . I I 1. L I 11 I I . I . L I I . I . 0 1 - OF THE SUBDIVIDER. I YL TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO I I . . I - . I 0 . I CONSTRUCTION VERIF THE LOCATION: (HORIZONTAL AND I AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE I I I 1. IL . 11 � .L I 'L . I . I I 11 I , L '' , I PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND I I . I I . . L I I I 16L I VERTICAL), SIZE AND, TYPE, OF THE EXISTING FACILITY. SHOULD YL SECURITY AND INSURANCE HAS BEEN OBTAINED. . . . . I . . I . NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS: AS . � ,. . AL LLO .I L I L L I'll BREAKER MA BE PLACED UNDER 'ME CONFORMS TO I I . L . .. . 1. I I . . : I I I . I THE ACTU CATION SIZE OR TYPE DIFFER FROM THAT FACILITATE THE, REMOVAL OF THE CONFORMS WHEN PAVING . I I � L . I I I I I L I I L . DIRECTED BY THE CITY ENGINEER IN ORDER TO PROVIDE A SAFE ' I ,L L I 11 3. INSTALL BLUE MARKERS AT CENTERLINE FOR FIR I I . . SHOWN ON THEPLANS, THE CONTRACTOR SHALL NOTIFY THE OPERA . � I I I . . I I I I I 11 I I - I I CONNECTION TO THE EXIS11NG STREET PAVEMENT. . .1 LOCATION . . . I . . ENGINEER .IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. . . I LS. . � . I I I I . I I 1. I 11 I I . IL .1 . I I I .1 . . . L . . I . . L I I L ' 12. WHERE THE COMPACTED. THICKNESS OF A LAYER OF ASPHALT LIT I . ,. I I . . I I L I L . I LL .1 I . . . 17. STORM DRAINAGE SUMP SHALL NOT BE ALLOWED TO ACCEPT ' 5., CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND L 4. STREETLIGHT LUMINAIRES SHALL BE. SOLID STATE LIGR F . I . I .1 I I L I - I I I I I ESPONLSIBIUTY CONCRETE IS MORE THAW 0.15 FOOVPAVING OPTI . I . I I.'. I .L . I I L . . L I I .�- . . I WATER UN11L SECURED BY PERMANENT: FENCING OR IN THE EMITTING DIODE NTH TWIST LOCK PHOTOCELL (ORIENTED , . I . I 1. � COMPLETE R FOR JOB SITE. CONDITIONS DURING I I . I . I . I 11 L L L L I . I . CASE OF SHALLOW UNFENCED SUMPS �NOT UNTIL COMPLIANCE .1 . L �L L I L L . SHALL BE CONDUCTED IN SUCH AMANNER THAT THE LAYER OF . ; . . . �4 1. .. I I IL THE HOURS OF CONSTRUCTION OF THIEPROJECT, INCLUDING THE . F E LATEST REQUIREMENTS I . , .1 11 , I ASPHALT CONCRETE IS PLACED ON ALL CON11GUOUS LANES OF L I L I � - I WITH DEPTH AND SIDE. SLOPE CRITERIA, AS SET BY THE CITY OF I L I I .. � � I L .L 11 1. . I I 11 SAFETY OF ALL PERSONAL PROPERTY; THAT THIS REQUIREMENT OF THE CURRENT'CITY OF BAKERSFIELD LED STREET LIGHTING � . L 0 1 1 ET STANDARDS. 11 I I L I 'ME TRAVELEDL WAY BEFORE THE LANESL ARE OPENED TO L I . . 11 ... 11.1 . .L . I 11 * I I 001 I . SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL SPECIFICATIONS. . I I PUBLIC TRAFF11C. AT THE END OF EACH WORK SHIFT, THE IL I . . I � L . . . L APPLIED TOL WORKING HOURS;, THAT THE CONTRACTOR SHALL DEFEND, L I . . 4 1 . L � 18. ASPHALT REJUVENATING AGENT SHALL BE NEW I L ' L , * * I I'll I L L . DISTANCE BETWEEN. THE ENDS OF A LAYER OF ASPHALT I . I I - . . I . I L "I . L . I . . I CITYL NDEMNIFY AND HOLD THE OWNER AND THE ENGINEER . 5. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR I �� I . . L I . ASPHALT CONCRETE PAVEMENT, AS DIRECTED BY THE T LANES SHALL.NOTBE GREATER THAN I L . I L I I L 11 . . L L I .L I L I I . I . . HARMI ESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN 10L DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS . L � . I . . L I . I . FEET.- ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED L . ' ., 1. I . I rl') ENGINEER, IN ACCORDANCEL .WITH THE . PROVISIONS IN , CONNEC11ONL WITH THE PERFORMANCE OF WORK WTHIS L L L ' I WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY . . . , -_04 . L I I IL " L I . LL , , , 1. L. L I . I : : V_ - P ALONG, THE TRANSVERSE DROP-OFFS ON EACH LANE AND SEC11ON 37 'BITUMINOUS SEALS. OF THE STANDARD I I ''I . L . I IL L 1, . I I I I . I I im� rl*) . 1. ROJECT, EXCEPTING THE LIABILITY ARISING FROM. THE SPI E ALONG: THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT ENGINEER. I . p ;.: Z in '. ) , I SPECIFICATIONS AND THE STATE DEPARTMENT'OF NEGLIGENCE OF THE OWNER OR THE ENGINEER. I : 11 I . I I . 11 . I . � I L m < 0 L I I IL 11 I L I L . I I L L. LLl .1. I I , I . . . 11 LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHAH BE HAND 11 . . I . . . � I . TRANSPORTATION'S STANDARD SPECIAL PROMSIONS CURRENTLY I . I.. .... IL 'L I 11 .1 . . I . I I RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS 6. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS I �_ L. L cy- .< - I L I . . . IN EFFECT. , . I 'L . I I I .1 I I ED. I TO FFIL I I I I I I . I � L !7* I I 0.01 Q . 1 6. COMPAC11ON: TESTS SHALL BE THE RESPONSIBILITY OF THE AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION � . . I u1i W L I I . . . 1L.. � L . I I I . 0 1 IL . I BEFORE. THE LANES ARE OPEN, PUBLIC TRA C. KRAFT L . I . I 44e� I= ,=: I - . L L . I I . I . . . . I I , I . I L � DEVELOPER/SUBDIVIDER/CONlRACTOR. THE. NUMBER AND I I 11 I . I I I . OF THENEAREST LOT LINE TO WHERE THEY ARE SHOWN I . I :� . o: 9 I 19. PAVEMENT GRINDING IN ACCOR TI THE . . I L . IL I . I I PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED .. � I . .� I � 0- I _< ul . I L , * L L' ' * I . 'L , '' , , I I I I I LOCATION OF REQUIRED TESTS SHALL, BE DETERMINED BY THE UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE HEREIN, I L I 0 � I I IL I I .1 11 I I � .1 L 04 . I'll I IL . I I 11 L I . STANDARD SPECIFICATIONS SHALL BE. PROVIDED AS DIRECTED . I . I . I . . I . I I C). 'a L I � I CITY/COUNTY ENGINEER AND/OR IRRIGATION DISTRICT. CONFORMS WHEN PAVING OPERATIONS RESUME. . I L C) 00 . . L L . . �� 0 1 L BY THE CITY ENGINEER. WHERE NEW PAVEMENT MEETS EXISTING, . . I � C-4 0;:� I . 11 L I I I I . L I I I I . I ... 1, . 1 7. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE . I � � U-1 ;;; -i4- Lu . L I I . I . � :1= I I I PAVEMENT. I 2 22c 1 1 1 1 7. CORNERSTORE ENGINEERING, INC. SHALLL NOT BE RESPONSIBLE 13. ASPH R OMPACTED TO A MINIMUM 92 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), , . I . I � I �LLI _< L 1. I I ... I . I L. I 11 11 I.. I..., .1 .. 1, I 11 LL � .1 . I'll L-111 L.. ... I L - I I L I . . . I'LL. L L L . I OR LIABLE THORI L I I . . � 0? 1, I I � I I . 0 m L. I . FOR U.NAU , . USES OF PERCENT OFTHE MAXIMUM THEORETICAL DENSITY AS A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS. OF L I . . IL I I I . 11 L I , , 1. .1 . I I � L I I . I I I . . I . 1 VERS WITHIN THE STREET RIGHT-OF-WAY 11 I . I I 1. LL L L ' ' L . I IL I . � I I � I . I : I- I - � w . I SHALL BE ADJUSTED TOfINISHED GRADE PER K.C.D.S. PLATE L 'THESEPLANS. ALL. CHANGES TO THESE. PLANS MUST BE DETERMINED BY ASTM D-2041. IN PLACE .DENSITY SHALL BE THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED I . . I . , I . . I . I I I I . . I APPROVED IN WRITING BY CORNERSTONE ENGINEERING, INC. DETERMINED IN: ACCORDANCE WITH CALIFORNIA TEST 375L I L I . I . 4 1 1 . I.., ''. I .. . I L I . . WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. . 0) NO. R-69. L I I � L . I I . . I . 1. I L . . L � I I . � . L I I 2009-009-DWQ AS AMENDED By ORDER 2010-0014-DWQ) . . I I I I . . . . JL C.O.B. ASPHALT CQNQRETE PAVIN.Q NQjU 1 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE* . � � . . . 11 I � I.., I—— L- � I ,:L .. .. .. L I..'' . L . 1.1.1 L . NTH STATE WATER RESOURCES CONTROL L I L . .. L . 1 2. WHEREVER 'UTY.ENGINER"' IS CITED IN THESE PLANS, IT SHALL I . MUST. BE FILED. I . . . I . . I 1. L .1 . . � L L I 1 17 1 1 ' IS LESS THAN 92 PERCENT OR GREATB'THAT 94 PERCENT OF BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY . I I � I I EQUATE TO tOUNTY ENGINEER. . I 11 I L . . I . . L I I I L I . . I . I . L 1. ' ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL THE MAXIMUM THEORE11CAL DENSITY, THE CONTRACTOR WILL BE CONSTRUCTION -ACTIVITY. COMPLIANCE NTH THE GENERAL I . . I . I . I I . I I . � ' L L . I'll I I . . I I I 11 . L L L I I L L I I I I I . . . . � I . I ARTERIAL AND COLLECTOR STREETS AND TYPE , ADVISED THAT THEREQUIRED RELA11VE COMPACTION IS NOT PERMIT REQUIRES..THAT A STORM WATER POLLUTION . L L L . . . 22. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT I L L . . . . I I L I L I I SHALL BE BACKFILLED AND COMPACTED PER CITYSTANDARD B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM: TO BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES, . LAN (SWPPP) BE PREPARED C I L. I - � I I . I . 1, I . I I � I 1. I 11 . 1. . . I PREVEN11ON P I..., ..QNTINUOUSLY I . I .1 I 11 L . I 11 %LL I I ,. I 11 I I L . , � I I THE PROVISIONS IN SECTION.39, 1SPHALT CONCRETE, ft OF THE LOR BOTH, IF NEEDED, ARE TO BE ADJUSTED. ASPHALT I . I � . DETAIL ST -12, I I .. I . 1. L L L . IL I CARRIED,OUT, AND ALWAYS BE AVAILABLE, FOR PUBLIC � L .11 I , . I I . CALTRANS STANDARD SPECIFICATIONS AND THESE SPECIAL CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UN11L INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE I . - . I .1 I I . .. I � . . 1. I I I I L. . L L L I I . I . I . . . I I L . 23. ALL CONSTRUCTION: SHALL BE IN ACCORDANCE NTH, CITY OF . ,PROVISIONS. -1 I THE,CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE TION (WDID). NUMBER HIE& HAS . . : . . . I l.. 1. L L L L L L L . I I . DISCHARGE IDENTIFICA . . . 11 I � IL 11 . I I �BE MADE LIN ORDER TO MEETTHE I I L . I . . L' . I ELD STANDARDS AND STATE OF CALIFORNIA, L, BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR . Cro Z L I L IL I . I � I , L. I . L I . 11 1. I 1 2. PRIOR TO THE ADD11IONL OF ASPHALT BINDER, THE COMBINED REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE I I . . : W L . I DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS. I I L. I .1 L I I I 1. THIS PROJECT. , . . � I. L . L . . I ''I . * I is GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT .1 . . I . I q< 0 , - . . MINERAL, AGGREGATE FOR TYPE A (MODIFIED) OR TYPE I . � I I .. L . I I I 11 � . I I . I - . I . L' I . I . I . 1 24. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE, B (MODIFIED) ASPHALT CONCRETE. SHALL CONFORM TO THE� CONCRETE REPRESENTED BY THAT LOT SHALL BE. REMOVED AND a"W= , , 11 I I I � -m- . . . I I L , I I , . I I , I I I I I I . I F . ' ' L I I I . I I . . I - L � L L ' . . . L I L . I CITY CONSTRUC11ON INSPECTION DEPARTMENT SHALL BE GIVEN REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE I REPLACED VATHL MATERIAL THAT MEETS THE IN-PLACE DENSITY � I I . I I I I . I F L L I ltmm�=�mw . . . . I L I I I I I I . . L L . I I . I I I . I Q 6 1 z L I .1 'L L I I � I IL L . . . 24 HOURS ,NOTICE. (661) 326-.3049. STANDARD SPECIFICA11ONS FOR, 3/4,'..MAXIMUM, MEDIUM I I . U. L . L I . I I N . I I . I � I . . L I . I . � W 6 in . I � I . . , I GRADING. I I . I I L . 1 � I . L L ' L . 0 ; 1 115. !FTHETEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE L . I I =) I . . . . . .1 I L . 25. STAMP AND 'S IN CURB FACE OVER EACH SEWER LATERAL , I ' 1. . . I .1 I . 2 L 01 . I I I . . . . cly. L " . I INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS I �Uj _ , , i , I .1 I I . L ' L L L I . . I . 1 13. ASPHALT BINDER FOR TYPE A (MODIFIED): ASPHALT CONCRETE L . . L � L . I . I . . L L ILO THAN 90% OR MORE THAN 967o, THE I I 10MM L I I L I I . � . 11 I . . 26. WARNING/REGULATORY .SIGNS: SIGN PANELS S,HALL BE MOUNTED SHALLBE PG 64- PERFORMANCE GRADED ASPHALT, UNLESS . I � I . L I., I L . 11 . : I .J. V_ ) . I L I . . L - L REPRESENTED BY THAT LOT -SHALL BE REMOVED AND REPLACED . . I I I L L L L L I I I I I L I . . I I I I I ' . ON POSTS WITH HAWKINS M2G SERIES BOLT AND . OTHERWISE DIRECTED BY THE: CITY ENGINEER. ASPHALT BINDER. . I I I : I L L. I I L ' . . . LL . L I I I . 11 . 1. I I I WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY I . I - uj L . � VAND LY OR EQUAL, ROADSIDE SIGNS FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG . I . I . L I . . lz L . L I I . . . REQUIREMIENI THE CORRECTIVE WORK SHALL BE AT THE I L I 11 L I I L L IL L I., I 11 . I I 1. I � . I I I . I I ." am . INSTALLED PER LSTD. T-2 SHALL BE LOCATED WITHIN 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE . . � I . . N L L ' 11 .L � . L I I I I 11 L I , 1. ENE. . I . I 0 L 1. L � . . . � � . . I SIDEWALK 6" FROM BACK. I I DIRECTED BY THE CITY ENC4NER. THE ASPHALT %BINDER :SHALL I I . L I 11 L I . . I 11 � 11 L . CONFORM. TO THE REQUIREMENTS IN: THE TABLE . I L . I I I . 2. u L 11 I I I . L I I 11 L 1 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL , I � < : I*: I L. L.. L' I I 0 . L L T FOR EACH PHASE SHALL BE I FOR 'STEAM -REFINED PAVING. ASPHALTS." IN �� . . . . I . I I *:�,. I I I . � L BE DETERMINED BY. I �. � 11 I I L . I . OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS SECTION 9.2-1.021 ll;RADES_�" OF THE STANDARD . , I . . . L . . . I , I I . I DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED WITHIN L SPECIFICATIONS. I I L I . I Z :uj . I I,. . . . L I . L L : I . . I 1. . L L I I . L . . . I 11 I . . 16.A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING . � . . . . . .11 . I . � L EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED . . I VICEL L . < z IL � . . . L I 11 . , I ' ' . . . . I I . I L L . I I IL DE IN THE FIELD,. OR I . . . . BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN - 14. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE I .111, 11 � . L I I . :01. I I . I L I L L I 11 . . I I . . , LL .11 L L I ., 11 � I . . . IL . 11 I . L I , L' '' .... , APPROVED ENGINEER',S ES11MATE FOR THE WORK PERFORML ED '' MINERAL AGGREGATE, SHALL BE DETERMINED BY THE I I I � - I . I I I .. I � LL . . I I L L L I'll L L L 11 I 16.:B. ASTW D118-8: MEN, SLABS OR CORES ARE TAKEN FOR. - I I I . . I I I I L WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED CONTRACTORIN ACCORDANCE WITH CALIFORNIA TEST METHOD I I I I I L I L I LL. I I'll I L L I .11 L L 11.1. ' USEL LABORATORY TESTING. ZINC STEARATE MAY BE I DESIGNER: . JEM I I L I I . SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT., 1 36.7 USING SAMPLES OF MATERIALS PROPOSED FOR IN; THE L I . . : I L I I - .1 I L L . LTL L ' ,SUBSTITUTED WITH PARAFFIN. L I I . I 11 11 I L L I . I � . I � � I WORK. THE AMOUNT OFASPHA BINDER SH. RED I I I :CHECKED BY. ..DGW' '' L I IL I . L . I ''.. I . L. I I - . L I . L 28. THE FOLLOWING CITY OF BAKERSFIELD: STANDARD DETAILS, BY THE CITY ENGINEER. � . . I . . , , LL ... L . ' L LIL 1. I , I 1 L THOD V SHALL BE USED. . I I 116.C. IN CASE OF DISPUTE, ME . � I � . DATE: 6/25/19 � CURRENT EDITION, APPLY TO THESE PLANS: . I I . � I L . . � . I L I L �, I I I . . . 11 I . I L I I I STL 1 4 . � . � : DRAFTER ST -1, 1 5. AT LEA DAYS PRIOR TO THE START OF WORK, THE L . .BD5 � I L L . I . . . � I , I , . L . . 11 I I I . FO L ... 17, -IF THE FINISHED. SURFACE OF THE. ASPHALT CONCRETE DOES L L . I I 11 � IL 1.11 . I L . I L . . I LL L L L . I .1. I I I I . . : I � ST -9, STANDARD 6.0': CROSS GUTTER CONTRACTOR SHALL SUBMIT THE L LLOWING FOR THE CITY, I . I .. . L NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT.SHAH BE I L I SCALE: AS SHOWMN I I I � ., I L. I I 11 . . I . S. - I I I . L . . . ST -10, CURB RAMP ENGINEER" REVIEW AND APPROVAL. � . L 1. I .. L I I . L � . I I L I L I L BROUGHT WITHIN TOLERANCE BY EITHER.- (1) ABRASIVE . 3 � . I I I I .. 1. I I I I � . I I A .64240 1 ST -11, PAVEMENT PATCHES . I I COt4P. NO: 0_STR . . . , I I 11 II . � -------- . I I I .1 I . L . GRINDING NTH; EQUIPMENT UTILIZING DIAMOND BLADES, (2) � I . I ST -12, TRENCH BACKFILL, AND COMPACTION REQUIREMENTS z 5.A. A. LIST OF AGGREGATE AND ASPHALT SOURCES I - , . I . . . I L . � . � � . . I I 11 I . REMOVAL ANDL I I . I . . I ''. .11 .4 . . . 1-24-00: I 11 I I ,REPLACEMENT OR .(3):PLACEMENT OF ANL I . . . JOB NO. 364 I I . L. � L I I , .. I . I I . I ST -13, STANDARD STRUCTURAL PAVEMENT SECTION I . I I I I . 111 . 11 L 11 L L I I . I L I I . 11 L I . . VERIFYIL LTL I I I � . I L - : ASPHA CONCRETE OVERLAY.. THE METHOD WILL BE SELECTED 11 . L SHEET 1 534 DOCUMENTATION NG THAT THE: AGGREGATES TO BE . 11 L I I I I I I I I . 11 � I I I L. .L I I L L I . I . I . , I , I � � . � I . I I I I I INCORPORATED IN THE WORK CONFORM TO THE BY THE, CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT . I .... L L I L. . "Ill., . L. I I I L L L , I L, . I . . I I . I . . I L . I I . L . I . , ( I I . C.- 1 . 1 . 2 . I � . .. . I . I 1. CITY RECORDS:NOV Vio __ 1 �,5;� 1 1 1 . I I I OF �8 1 1 1 1 . . . � I I 11 :, I I 1. � I 11 I .11 ... .. I.... L L . I I � I L . I I . I I - - - _________ I IL . 11 � I I I I . - I 11 11 I 11 I L � I . . I 11 -1 .11 I "I - I � 11 I I I I I I ''I I I 11 I I � I I I'll ,� � 11 11 I 11 I -111 ''I I I L, . I I 11 I I L I I L I I I I 11 I L I I . L I . I I I L I L I . L I I I I .1 I � 11 I., I . I I IMM' L. L " L , L � � � � ....... 'L '' L . ... .. ... ' . ..... � ' ''' � � ' L' '' �L � � 'L '' . � � ..... L . L L' � I . . I � . I . . . . I . . . I I., -1111111 111 1, I L I I I � 11 L . I I I . I I I L I I I . � . I I I'll I I I 11 I I I � I . t , . . . t , t t t , . TAFT HWY O -- -- -- -- -- -- -- -..- m 4 r2 F-1 U W .. .. .. /s. ' i" Q w o j I STA: 2+79.63 0 00' LAI WORK AROUND OR RELOCATE EXISTING PULL BOX , o ..»....:.,..».::::.+».»»:.»,,...,.»:..»» »».».,.»„»»,,,......»,., r .......................I t END SAWCUT, MATCH STINE ROAD _ - _ I Z LJ - - -- - - -- - - EXISTING EDGE OF PAVEMENT �` FS 344.95 O I 5 � '-`-' o >� STA: 2+14.55 0.00' I _ _ "' <. BEGIN SAWCUT, MATCH I U N �` FS 344:66 S 344:.fifi FS 344.85 FS 345.02 FS 345.26 FS 345.51 �r o 0 :.. FS 344.73 FS 3 4.51 FS 344 .5.5 f' FS (344.82) m z w EXISTI EDGE OF PAVEMENT FS ,.44.69) C S z \ ... _ ' 0).8o FS (344 ----------- --- -- '_------- -_ -- , ----=-- - o w O ......... o I j:xEXIS PING ...... 5 _ ,� `� ING o FS 345.00 �'"Il'� FS 345.43 N .N ( } FS 345.19 ( } FS 345.14 M FS (344.05) 0 BE REMOVED FS (344.94) 5 _ ( } ��TO BE REMOVED Q 6+00 .................................................................................................................... 3 :.:::::::::::::.::::.:::.::...:::...::.::............................................................................................................................. o ..................................................................................................--:.. -40 -. ................. 3+ 00 ........................ _ 00 ........................................... _. _ :....::::::::::.::::::::::::::::::::.:::::::::::::::::::.:::::::::. ............. :.:.:::... ....:.................. .. :....... . CTA fi 47 2 1015 C \_TAFT HWY=0+00.00 g< FS (344.11) -� I M �.. I _ FS (344.fi9} �,' I ' -- -- - ��. � .,, s=� (-Ur nil �� Mig; 111-___ FS 1345.27 FS (345.45) 1 FS (345.58} FS (345.77) BEGIN SAWCUT MATCH z Q FS 345.61 FS (345.86) ...... ........... . ...... ...... ., t LEGEND. NEW FENCE LINE W12 EXISTING WATER MAIN & SIZE S12 EXISTING SANITARY SEWER PIPE & SIZE D12 EXISTING STORM DRAIN PIPE & SIZE COL) EXISTING POWER POLE T EXISTING TELEPHONE LINE OE EXISTING OVERHEAD ELECTRICAL LINE G EXISTING BURIED GAS PIPE TV EXISTING BURIED CABLE TV G EXISTING TELEPHONE POLE W/GUY WIRE 0 EXISTING UTILITY VAULT O EXISTING STREET LIGHT O EXISTING STORM DRAIN MANHOLE OS EXISTING SEWER MANHOLE © EXISTING SEWER CLEANOUT ---r-� EXISTING FENCE LINE Zy EXISTING FIRE HYDRANT ® EXISTING WATER VALVE F EXISTING WATER METER G.M.' oo EXISTING GAS METER EXISTING TOPO .POINT EXISTING CONTOUR W/ELEVATION �-- 303 FINISH GROUND CONTOUR W/ELEVATION - - STREET R/W W12 NEW WATER LINE & SIZE S12 NEW SANITARY SEWER LINE & SIZE D12 NEW STORM DRAIN LINE & SIZE 0 NEW WATER VALVE 348. 346 344 342 340 PAVING SECTION TRAFFIC INDEX = 8.59 "R" VALUE = 16, INSTALL 0.45' TYPE B AC/ 1.75' AB / 0.5' NATIVE SOIL COMPACTED TO 95% M.D.D. SEE SHEET C-3.0 FOR PROPOSED STRIPING DETAIL 1 SCALE 1" = 5-0" NEW FENCE LINE Length Radius Delta NEW FIRE HYDRANT 31.42 20.00 ® NEW WATER VALVE 31.42 FS (344.14) ® NEW WATER METER MATCH ® G.M. NEW GAS METER -- 7-, - 0 NEW STREET LIGHTTC (344.46) TC 344.48' 2.0% = PROPOSED GRADIENT) 343.98 FL =FLOWLINE ....FL...(343.9fi ......� MATCH FS = FINISHED SURFACE - 0.19% FG = FINISHED GRADE FP = FINISHED PAD ...... ....... ....... -� .... .' W INV = INVERT OF PIPE ,....,,,.,,.,,...........,................... .... »,».....,,.......»,......... ..,.................................... 0 TC = TOP OF CONCRETE , �1' V q) TG = TOP OF GRATE MPV�N Q s P = TOP OF PAVEMENT FS (344.51) ,c>(� p Lo GB LS = GRADE BREAK = LANDSCAPE MATCH FS 344.54 - BCR = BEGIN CURVE RETURN ECR = END CURVE RETURN ,` ; ° PRC = POINT OF REVERSE CURVE � C.O.B. = CITY OF BAKERSFIELD `" + + d' - d- M m q" W 351 = DISTANCE LEFT OF CENTERLINE OF ROAD J 35'R = DISTANCE RIGHT OF CENTERLINE OF ROAD OF STINE- RD FS 344.59 VPI = VERTICAL POINT OF INTERSECTION - - - - PI = POINT OF INTERSECTION K+, ,�, �. LP = LOW POINT Q. HP = HIGH POINT BVC = BEGIN VERTICAL CURVE N V EVC = END VERTICAL CURVE H J o <= W f- POVC = POINT ON VERTICAL CURVE ------ ------ Q p BC = BEGIN CURVE ,. ,,, „ „ „ , EC = END CURVE CL = CENTERLINE -J (n W - (% W »,,,..........,,,,,,,,..... . „ , ,...., ,.. ».. ».,...r,,,.»,.». EX = EXISTING to W ..........,,,,,,.,.,,.,.,.,,,,,,......,».,,,,....,..,...•r,,,•.., 2+00.00E = DIRECTION OF STATION LABEL PIP = PROTECT IN PLACE V) W AP = ANGLE POINT £ PAVING SECTION TRAFFIC INDEX = 8.59 "R" VALUE = 16, INSTALL 0.45' TYPE B AC/ 1.75' AB / 0.5' NATIVE SOIL COMPACTED TO 95% M.D.D. SEE SHEET C-3.0 FOR PROPOSED STRIPING DETAIL 1 SCALE 1" = 5-0" U+OU 1+UU 19.71 I�. MAJ I••9Z+71J S+UU !*71671,' EAST FLOWLINE, PROFILE 4+00 4+50 5+00 CONSTRUCTION NOTES OINSTALL CURB &GUTTER TYPE B PER "ST -1" OF THE PROPOSED C.O.B. SUBDIVISION DESIGN STANDARDS. O2 INSTALL 5.5' WIDE, 4" THICK SIDEWALK PER THE PROPOSED C.O.B. STANDARD ST -5 OINSTALL STANDARD WHEEL CHAIR RAMP PER CASE G Of CALTRANS RSP A88A. O4 INSTALL STANDARD WHEEL CHAIR RAMP PER CASE A Of CALTRANS RSP A88A. O5 SAWCUT EXISTING PAVEMENT PER C.O.B. STANDARD ST -11 O CONSTRUCT STANDARD 12' CROSS GUTTER PER C.O.B. STANDARD ST -3 a NEW AC PAVEMENT Curve Table Curve # Length Radius Delta C1 31.42 20.00 90.00 C2 31.42 20.00 EXISTING GROUND PROFILE ALONG CENTERLINE OF STINE RD OV .,. � - »., W W -� »..................... W lU- � ,....,,,.,,.,,...........,................... .... »,».....,,.......»,......... ..,.................................... 0 p U , �1' V q) MPV�N Q s ,c>(� p Lo ap ci ppm t0 = V NI- N.. �J N L_ w 4) EXISTING GROUND PROFILE ,` ; ° W �3 � + � r d- `" + + d' - d- M m q" W rn ALONG CENTERLINE OF STINE- RD m m . rn M K+, ,�, �. + = Q. N N V + M U. H J o <= W f- •�C W j J --____- Z ------ ------ Q p g,,, „ ,. ,,, „ „ „ , j> �L ........................................... Z »», »„ - to m »,,,,,,,,, -J (n W - (% W »,,,..........,,,,,,,,..... . „ , ,...., ,.. ».. ».,...r,,,.»,.». Q U m ........................ to W ..........,,,,,,.,.,,.,.,.,,,,,,......,».,,,,....,..,...•r,,,•.., s t)W�m V) W £ 0.07% 0. 9% 0.25% 0.24% 0.20% 0.24% 0.25% 0.31% 0.25% n 901,11, STA: 3+57.38 EXISTING EAST FLOWLINE „;.,, .. .:.,, ».... ......., .,ECFV: 343.98 BCR .............. ............. »,......,, PROFILE ®45 R PROPOSED EAST FLOWLINE PROPOSED EAST FLOWLINE PROFILE ® 45'R PROFILE 0 45'R STA 4+2 2'38 7 90' 12'55' LEV: 344.13, MATCH CR EXISTING EAST FLOWLINE 7.90' PROFILE 0 45'R ON CURVE 12.55' ON CURVE PROPOSED EAST FLOWLINE PROFILE ® 45'R U+OU 1+UU 19.71 I�. MAJ I••9Z+71J S+UU !*71671,' EAST FLOWLINE, PROFILE 4+00 4+50 5+00 CONSTRUCTION NOTES OINSTALL CURB &GUTTER TYPE B PER "ST -1" OF THE PROPOSED C.O.B. SUBDIVISION DESIGN STANDARDS. O2 INSTALL 5.5' WIDE, 4" THICK SIDEWALK PER THE PROPOSED C.O.B. STANDARD ST -5 OINSTALL STANDARD WHEEL CHAIR RAMP PER CASE G Of CALTRANS RSP A88A. O4 INSTALL STANDARD WHEEL CHAIR RAMP PER CASE A Of CALTRANS RSP A88A. O5 SAWCUT EXISTING PAVEMENT PER C.O.B. STANDARD ST -11 O CONSTRUCT STANDARD 12' CROSS GUTTER PER C.O.B. STANDARD ST -3 a NEW AC PAVEMENT Curve Table Curve # Length Radius Delta C1 31.42 20.00 90.00 C2 31.42 20.00 90.00 346 344 342 340 wl JIM M. SCHROETER j, C-46185 ra DATE to/g`zozu DATE GRAPHIG 5GALE 20' 0' 20' ./ fr HORIZ: VI VERT: 1"=2' CITY RECORDS N0. 111 f , l q ol: oa z w 0 w C) H Of M■� w v C:) _w W w x m �■i >. � (it) Liq Cie z0 S `Z U 1-pr3 Co WF.�iV)� ao�°'g Z W!� LLj i, Q� Z yFv� N DESIGNER: JEM CHECKED BY: DGW DATE: 6/25/19 DRAFTER 8D6 SCALE: AS SHOWN COMP. N0: 3642400_STR JOB NO.: 364-24-00 SHEET C-2.OK 01 8 i U=v LTj OV � W W -� W � / �1' V q) MPV�N M FF 0 V NI- N.. �J 9,-.� L_ w 4) co to E' W �3 �CNm � W q ol: oa z w 0 w C) H Of M■� w v C:) _w W w x m �■i >. � (it) Liq Cie z0 S `Z U 1-pr3 Co WF.�iV)� ao�°'g Z W!� LLj i, Q� Z yFv� N DESIGNER: JEM CHECKED BY: DGW DATE: 6/25/19 DRAFTER 8D6 SCALE: AS SHOWN COMP. N0: 3642400_STR JOB NO.: 364-24-00 SHEET C-2.OK 01 8 i .... W12 EXISTING WATER MAIN & SIZE / :>::;:>::>::::>:::::: >::>:::::::>>:::. (.. NEW FENCE LINE :- ` E &SIZE NEW FIRE HYDRANT / ` ..': f,..... ® NEW WATER VALVE r ':---' D12 EXISTING STORM DRAIN PIPE &SIZE Q:. ::::::>:::::::>: :::.:<:: NEW WATER METER ,.1.111111111 :.... / O�.....:»:;:>::>:::>::<:><:>:;::::::::....:.. __..................................... EXISTING POWER POLE NEW GAS METER Y : T EXISTING TELEPHONE LINE EXISTING EDGE OF PAVEMENT a - 'J;, EXISTING RIGHT TURN Q NEW STREET LIGHT .................................................""""......................................................................................................................---.......<....:. OE EXISTING OVERHEAD ELECTRICAL LINE ........................................................................................................................ EXISTING CROSSWALK ARROW TO REMAIN ...." .. ................. _ ;:...........:.;;;:.;;:.;:. ::..: 2.0 e _ ................................................................................. . ::.::.::.::.::.::::.:::.::..:::.:::::::>:.>:::;;:;;:::::»:.::.::.::.::::::.;:.; PROPOSED GRADIENT .................. TO REMAIN _�` J..: G EXISTING BURIED GAS PIPE FL = FLOWLINE _ ,:::::....::.:..::::.:::::::::.:.::.:::.::::::.:...::..:.:::.; . ... ,.,.<..::....:,:,:::::::.:::.:.:...:..::..::.:.::::..::::::::::;::::::.:::::::::::::::::..::.......... .::.::.... :.:,.:.:::::::::::::::::.:::::.::::::.:.:.:..... :::::::... ... ....,..::::::..:...:...:........:.:.::.:::::::::::::::::::::::::::::::.:..:::......:.�...:.::.:....::::...:::: :: TV EXISTING BURIED CABLE TV FS =FINISHED SURFACE ........... . . :> ___ _ ----�" E�� EXISTING TELEPHONE POLE W/GUY WIRE FG FINISHED GRADE EXISTING STRIPING TO REMAIN FP =FINISHED PAD EXISTING STRIPING EXISTING UTILITY VAULT INV =INVERT OF PIPE TO BE REMOVED EXISTING STRIPING O EXISTING STREET LIGHT TC =TOP OF CONCRETE TO BE REMOVED EXISTING STRIPING OO EXISTING STORM DRAIN MANHOLE TG _TOP OF GRATE RIBBON GRASS DR.=STA: 12+91.28 TO BE REMOVED P TOP OF PAVEMENT OS EXISTING SEWER MANHOLE GB = GRADE BREAK _ ..................... ....................................... ..................... ..... ::. 'LS LANDSCAPE ...::...................................................n FXISTNfqFN=R (1 FANnIIT ...:...... 9CR = BEGIN CURVE RETURN ECR = END CURVE RETURN PRC = POINT OF REVERSE CURVE C.O.B. = CITY OF BAKERSFIELD 351 = DISTANCE LEFT OF CENTERLINE OF ROAD 35'R = DISTANCE RIGHT OF CENTERLINE OF ROAD VPI = VERTICAL POINT OF INTERSECTION PI = POINT OF INTERSECTION LP = LOW POINT HP = HIGH POINT BVC = BEGIN VERTICAL CURVE EVC = END VERTICAL CURVE POVC = POINT ON VERTICAL CURVE BC = BEGIN CURVE EC = END CURVE CL = CENTERLINE EX = EXISTING 2+00.00E = DIRECTION OF STATION LABEL PIP = PROTECT IN PLACE AP = ANGLE POINT riir. vrrr. 'rrr� rfff. 'r//// `/r//: 'FJFf.. ffff.. fffF. fJJf .xif rfr.+, �rii iiia sur grin rirr: rrrn rrrr, rrrf rr.<: /rrn i/ :moi- sir ilii xJff rJJn JJJn rJff x111: if .r �. � —i _ _ _ _ —_ __ _ _ V_ J '/J//. lr/r: 'Frff. FIFJi ffffi lfix: FFF 'lFffi 'lffri 'r/rr: (/ l :; ... .. .. ...... ....... ...... ...... ....... ...... ...... ....... .. :. �' p —�_:. .. / - .. .. ...... ....... ..... ...... ....... ...... ...... ....... .,:,x. .... ..--... .... ' ... ...... ...... ...... ...... ............. �� �— 000 ., 00000 ®— — — — — — — — E RB & UTTER r _ � G NOTES CONSTRUCTION �- ��� STA: 12+44.58 48.00 - %......................... 3 .... ; `' RIGHT OF WAYINSTALL CURB &GUTTER TYPE B PER ST -1 OF THE PROPOSED C.O.B. .n TING SIG 0 BE RELOCATED • � ''�°r� �° � SUBDIVISION DESIGN STANDARDS STA. 10+73.30 68.00 RWI MN T 1 STA: 10+98.30. 68.00'R'//''.....; :. ECR ....., .-..O INSTALL 5.5 WIDE, 4 THICK SIDEWALK PER E PROPOSED C.O.B. STANDARDST 5 BC 2 E R TH F _:: ��7/7'"" L STANDARD WHEEL CHAIR RAMP PER ASE G OF CALTRANS RSP < - "" . : ADDITIONAL R/W TO O3 A88A. PEDESTRIAN BE DEDICATED PER EASEMENT TO BESEE DETAIL 2 ON THIS SHEET ADDITIONAL R/W TO SEE DETAIL 3 ON SHEET C-2.2 DOC #219125045 ® INSTALL STANDARD WHEEL CHAIR RAMP PER CASE A OF CALTRANS RSP DEDICATED PER BE DEDICATED PER A88A. DOC X219076000 DOC #219076001Cr) SAWCUT EXISTING PAVEMENT PER C.O.B. STANDARD ST -11 RIGHT-OF-WAY DEDICATION SHALL RECORD PRIOR TO CONSTRUCT STANDARD 12' CROSS GUTTER PER C.O.B. STANDARD ST -3 NOTICE OF COMPLETION RECORDATION NEW AC PAVEMENT 350 348 346 344 342 SCALE 1" = 5'-0" 1 Ut UU 1 U+ 11)U 11 +UU 11 +5U 7 "LtUU WLIN 13+00 13+50 fffft#111 f► 350 348 —.346- 344 342 r DERRILL G. WHITTEN, JR. C-051930 9vk,10714 JIM M. SCHROETER R.C.E. # C-46185 U-0 MIA DATE Curve Table Curve # Length Radius Delta C3 31.42 20.00 90.00 C4 31.42 20.00 90.00 ------------- V) cw a - WV) z w 0 v 0 wz o 0 mW W CCO CC U m:U t- (f) W Q D O N M V) z w 5 z C= o Uj o Z cn Q ......... ....... ....... . . ...... .. . ............. . .. ....................... . . . . . .. ....................................... . . .. .......................... ....... . .. .. ..... ........ ............. ^ om- V �— w > EXISTING GROUND PROFILE m � O °' v o °' Q "' OR rv- N rn N rn - 00 o m m m w c1q � M N ALONG CENTERLINE OF STINE M (6 Pei Lo -o � Ii Lo .-U) hIi 000 to co d= 0) Vi ^l o + , M , o N +Vim" ci Ui _Lo cv ,°5 + * + � Nn ,d + _ + �- nM �� - �tI) cow +d' _OO OM �W��-�M- -� -��- + et- O I`7 + O r7 Oil +d' `— ^ 0 -----tjo - z O , - a w ro = .`-- �' — �c F— Q W i J IA: I� F �0.,3�.., ! 0 ;!c Q Q W () W I— __j W i"' cn ~ W ~ J Cn W —� Cn W _ V J m J cn w LEV. 345.65, ECR �at�JQ Z $ (n W N m i— Lt_ W 3 c„ N W MATCH 0.16% 0.24% 0.35% 0.32% x.38% --- .25% - - 0.14% 0.15% 0.12% 0.15%1-0147./.18� f- 0.30%—/ ......................................................................................................... ...... .............................. .................. ................,,.. ............. .................,...,..,...,...............,............... ...................,..., •EXISTING EAST FLOWLINE ...""" ............, "•• .............. ........... .................. ........... ........, ....... . .... ........ ,.............................................................................. ..................,.................... ........... EXISTING EAST FLOWLINE PROFILE @ 42'R PROFILE @ 42'R 7.90' 7.90' T90 7.90' 12:55' ON CURVE ON CURVE 12.55 12.55' 12.55 ON CURVE ...............................".....,."........ ON CURVE PROPOSED EAST FLOWLINE PROPOSED EAST FLOWLINL PROFILE ® 42'R _ PROFILE @ 42'R 1 Ut UU 1 U+ 11)U 11 +UU 11 +5U 7 "LtUU WLIN 13+00 13+50 fffft#111 f► 350 348 —.346- 344 342 r DERRILL G. WHITTEN, JR. C-051930 9vk,10714 JIM M. SCHROETER R.C.E. # C-46185 U-0 MIA DATE Curve Table Curve # Length Radius Delta C3 31.42 20.00 90.00 C4 31.42 20.00 90.00 ------------- 7 fA . 20' of 1 O- , CITY RECORDS N0. 6 >- m 3 Vi i U i - U w Z � V) cw a - WV) z w 0 v 0 wz o 0 mW W CCO CC U m:U t- (f) W Q D O N M V) z w 5 z C= o Uj o Z cn Q ^ ,^ � (� �— w > L Q � ZD o U (n C5 ^l o z �g �zz� � 0 n�.aN ULj z L)ce m 0 LLj F.Z J W z < 0 Q. m = 8 Z W �W444' � z NDN N DESIGNER: JEM CHECKED BY: UGW DATE: 6/25/19 DRAFTER BOB SCALE: AS SHOWN COMP. N0: 3642400_S1R JOB NO.: 364-24-00 SHEET C -2.1K o $ i t , U L11 ^ ,^ � (� �— w > L . ZD U (n ^l o o -� MepC (.�, ,—, �*s ^ 0 La N M z O , w cn w 0 �� Z _ V V �at�JQ Z $ r� N m i— Lt_ W 3 �g �zz� � 0 n�.aN ULj z L)ce m 0 LLj F.Z J W z < 0 Q. m = 8 Z W �W444' � z NDN N DESIGNER: JEM CHECKED BY: UGW DATE: 6/25/19 DRAFTER BOB SCALE: AS SHOWN COMP. N0: 3642400_S1R JOB NO.: 364-24-00 SHEET C -2.1K o $ i t , IV 0.45' TYPE "B" ASPHALT CONCRETE OVER CLASS 11 AGGREGATE BASE OVER 0.50 NATIVE GROUND COMPACTED TO 95% RELATIVE COMPACTION (TYPICAL) Scale: NTS TRAFFIC INDEX = 8.50 "R" VALUE = 16 im COM■BINATION SIDEWALK PER C.O.B. ST -5 TO 95% MAX. DENSITY (TYP.) TYPE "B" CURB AND GUTTER PER C.O.B., ST -1 COMPACT ■UNDER CURB AND GUTTER 6" MIN. TO 95% (TYP.) Be 38.3 EXISTING GROUND PROPOSED R/W 55 9 VARIES 45-491 60 VARIES 411-441 Uj - —02o—'M I. IND EXISTING PAVEMENT 12' WIDE V—GUTTER PER C.O.B. 1' WIDE x 0.2' IN DEPTH STANDARD ST -3, AND AS DIRECTED BY THE ENGINEER COMPACT UNDER 6" MIN. GU I TTER TO 95% 0.45' ■TYPE "B" ASPHALT CONCRETE OVER CLASS 11 AGGREGATE BASE OVER 0.50 NATIVE GROUND COMPACTED TO D. mtfimj'�' 0 Lw "�mqo nhw, I Scale: NTS TRAFFIC INDEX = 8.50 "R" VALUE = 16 CONSTRUCTION NOTES OINSTALL CURB & GUTTER TYPE B PER "ST -1n OF THE PROPOSED C.O.B. SUBDIVISION DESIGN STANDARDS. 2O INSTALL 5.5' WIDE, 4" THICK SIDEWALK PER THE PROPOSED C.O.B. STANDARD ST -5 INSTALL STANDARD WHEEL CHAIR RAMP PER CASE G OF CALTRANS RSP 3O A88A. 4O INSTALL STANDARD WHEEL CHAIR RAMP PER CASE A OF CALTRANS RSP A88A. O5 SAWCUT EXISTING PAVEMENT PER C.O.B. STANDARD ST -11 O CONSTRUCT STANDARD 12' CROSS GUTTER PER C.O.B. STANDARD ST -3 NEW AC PAVEMENT 'w REVISION APPROVED BY. ��f/�Le� LILA-�- � `U��2D2a DERRILL G. WRITTEN, JR. DATE R.C.E. # C-051930 JIM M. SCHROETER DATE —R.C.E. # C-46185 Curve Table CITY RECORDS NO. �j ce. z U CITY RECORDS NO. �j ce. z U Z ui e4 U Ce. C/) 5;z LJLJ U -j ■ F= Ed 0 CL F=' 40 W, z Uj U) Cn R,i JEM CHECKED BY. DGW` IATE: 6/25/19 RIII ���� ��� ���� ��� AFTEail .1,1 BDB SCALE: �j ce. z U Z ui e4 U Ce. C/) 5;z LJLJ U -j Z F= Ed 0 CL F=' ZD W, z Uj U) Cn R,i JEM CHECKED BY. DGW` IATE: 6/25/19 RIII ���� ��� ���� ��� AFTEail .1,1 BDB SCALE: AYiiiiiS SHOWN -E NO: 36424iiia 0—STR JOB N 0.: 7;- 0 C> 5 Cm mg (D m 6 <D 111) 04 Cr 01 • Uj U CoSe'j �4 C:),< m �j ce. z Z ui Ce. C/) V) LJLJ U -j Z F= 0 CL F=' W, z Uj Cn R,i JEM CHECKED BY. DGW` IATE: 6/25/19 RIII ���� ��� ���� ��� AFTEail .1,1 BDB SCALE: AYiiiiiS SHOWN COMP. NO: 36424iiia 0—STR JOB N 0.: 364-24-00 ,SHEET 5 OF 1 I