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HomeMy WebLinkAbout6.1-1668ENGINEER'S STA TEMENT. THESE PLANS ANO SPECIRCA 7 70 WERE PREPARED BY ME OR UNDER MY DIREC770N, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPL Y WITH CITY OF BAKERSF/ELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLA 77ONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOMERED DURING CONS7RUC710N SHALL BE CORRECTED. APPROVED BY: ROBERT T. SWANSON R. C.E. 43032 (EXP. 03/31 /14) STREET IMPROVEMENT PLANS PANORAMA DRIVE MT. VERNON AVENUE INFORMATION TECHNOLOGY SERVICES BUILDING DA TE op APPROVED BY: PUBLIC WORKS DIRECTOR DATE RA UL M. ROJAS R. C.E. 39880 (EXP. 12/31175) REVIEWED B Y.• TRAFFIC ENGINEER DATE RYAN STARBUCK REVIEWED BY.• ASSISTANT PUBLIC WORKS DIRECTOR NICOLAS FIDLER MA TERIA L 5 LIST ES11MA TED QUAN71 AES, NOT TO BE USED FOR BIDDING PURPOSES REMOVE CURB & GUTTER 451 LF REMOVE SIDEWALK 644 SF REMOVE ASPHAL T PA WING 1, 651 SF EXCA VA 770W 340 CY CURB & GUTTER 128 LF CURB 312 LF SIDEWALK 2,180 SF CONCRETE TURN LANE PA VEMENT 3,292 SF CURB RAMP(ADA COMPLIANT WIDOMES 2 EA A. C. PA WNG 145 TONS CL AGG. BASE 126 CY CL SUBBASE 44 CY PA VEMENT PA TCH 445 LF SUBGRADE PREPARA 110N 11,557 SF STRIPING 369 LF PAVEMENT MARKINGS 42 SF SA XU 948 LF TRAFFIC SIGNS 4 EA a[7"4 I� DATE 4175 MT. VERNON A VENUE 13AK RSFIIEL n, CALIFORNIA E 9 € ;� ' <• �8�, ����""'"`•` ""�`.+..•,'.,.��`.,",,..,,�,,,. ..�` ..'_,,^ - """�`."^'w�,,.,,,,�' as PANORAMA DNME t fit., �..;.,,,,,.,,,,, �M•' —.. - ��" ""`� ...,,,,�Y _ ��eaoaoa+ naave. ucave9vvvv�reaavo9aaa9aaaw. e�mau4�avcoovaueawwr .Aammsuva4as+a t ae 44SdCS6ba FPt�b�0MOF16dSd1N9 `� ,ppQr96aeESUP4�•68y¢�49 •��- — — — —•� — — —�— �! — — — —� •��� ...._.-- .._... -- - -- - - wr • .......:........ I t e' !I! CCU p ! :t x. N KEY MAP SCALE: 1"--2000 U TILI TY NOTE: 3 NOT ALL UTILITIES WERE LOCH TED ON THIS PLAN. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES NOT SHOWN ON THESE PLANS OF FOR INFORMA TION OBTAINED FROM OUTSIDE SOURCES THE CONTRACTOR SHALL CONTACT ALL COMPANIES AFTH UNDERGROUND FACILI TIES PRIOR TO GROUND DISTURBANCE TO VERIFY THE LOCA TION AND DEPTH ON ALL UNDERGROUND FACILI TIES AND UTTLI TIES. USA 1- 800 - 642 -2444 xoe aoeaee weoowaaee aee aee �eeoeetaee eta � NOTE.• t. PR /OR TO THE START OF ANY PHASE OF CONSTRUC770N, THE CITY CONSTRUCTION INSPEC77ON DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE - 316 -3049 Z ALL MA 7FRIA L S SUPPL 10 FOR THIS PROJECT WILL REQUIRE A CER TIFICA TE OF COMPL)ANCE STA TING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY THE CITY Of BAKERSFIELD HAIL BEEN MET. PROJECT SITE 31 32 33 34 CORD N'S 35 PERRY_ _ > 0 5 4 3 2 __j 1 CHINA GRA E Yo__Op� 'W 1<1Q�= -� �1 I 12 7 I 16 Q 15 14 13 19 20-- 21 1� w ' LL 23 24 � � COLLEGE 25 01��'� NILES � ST 3 — �-� 27 n 26 ��� VICINI TY MAP NO SCALE S IS OF INGS.0 THE BEARING OF S89'41 '15'"W, SHOWN FOR THE SOUTH LINE OF SECTION 10, T. 29S., R• 28E•, M.D.B. & M. AS SHOWN ON TRACT MAP 2643, RECORDED IN MAP BOOK 12, PAGE 159, WAS USED AS THE BASIS OF BEARINGS HEREON. BENCHMARK: CHISELLED SQUARE ON TOP OF CURB A T THE WEST END OF THE SOUTHWEST RETURN OF THE EXISTING ENTRANCE IN TO THE KERN COUNTY INFORMA TION TECHNOLOGY SERVICES BUILDING APPROXIMA TEL Y 700 FEET EAST OF MT. VERNON A VENUE. ELEVA TION = 360.445 (U. S. G. S DA TUM) THIS BENCH MARK WILL BE DESTROYED DURING CONSTRUCTION. A REPLACEMENT BENCH MARK WILL BE ESTABLISHED PRIOR TO DES7RUC110N. SHEET INDEX QQ COI/ER SHEET 2Q DETAILS-NOTES 3Q PANORAMA DRIVE IMPROVEMENTS 4Q MT. VERNON AVENUE IMPROVEMENTS 5Q S /GNAGE AND PAVEMENT MARKING PLAN Qs STREET LIGHT PLAN O caysrnucnaw Nom - sEE saHmutE Cl CUR NUMBER -SEE CUR TABLE EXIS77NG SEWER MANHOLE w v EXIS77NG WA 7FR VAL VF EXISTING POWFR POLE fxrsnNC suRWr MONUMENT B. C. BEGIN CURVE E. C. END CUR VF ;co } 0 B. C. R. BEGIN CURB RETURN E. C. R. END CURB RETURN FL FLOWUNE CL CENTERLINE ELEV ELEVA 770N E t ( E P/ POINT OF IN7FRSEC77ON E i € TC TOP OF CURB E EP EDGE OF PA VEMENT .._- ............... EXIS77NG CENTERLINE -- - EX /S7?NG RIGHT -OF- WA Y - - - - - - NEW RIGHT -OF-WA Y F j EEE fEtFFE tEf E € E E SA CUT LINE ......................... EX /STING CHAIN LINK FENCE E € f i EXIS77NG SEWER LINE .. ............................... ;, VV .......................... EXIS77NG WA 7FR LINE : t .. ............................... € ` I o t E t t EXISTING OVERHEAD U77LI TY LINE D NEW DRAIN LINE S NEW SEWER LINE I o � E NEW STRIPING - SEE PLAN FOR CAL TRANS DETAIL O caysrnucnaw Nom - sEE saHmutE Cl CUR NUMBER -SEE CUR TABLE EXIS77NG SEWER MANHOLE w v EXIS77NG WA 7FR VAL VF EXISTING POWFR POLE fxrsnNC suRWr MONUMENT 3 0 0 - o (Olt/ z i co ;co } 0 ILT 6 ) .LT.... t. Lu wcc 9Z�H E t ( E i E € m t f E i € ..... ....... .........f............ E ............ ............ ........ ° Qt € E e € € t E W LLJ t t € E � € W E F j EEE fEtFFE tEf E € E E o � o E € f i t f E O € € € € € I •• t € � € ` I o t E t t E € f o € € E o ca 0 I o � E is .... ............................... .................... ....E............. €............ • Ei • O 3 0 0 - o (Olt/ z wcc 9Z�H Z x ¢ZW� o 0 GENERAL NO TES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LA TEST EDIT /ON, AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCT /ON WITHIN THE CITY RIGHT-OF-AA Y OR CITY EASEMENTS SHALL BE IN ACCORDANCE W/TH CITY OF BAKERSFIELD STANDARDS AND STA IF OF CALIFORNIA, DEPARTMENT OF TRANSPORTA TION STANDARD SPECIFICA TIONS, LA TEST EDITION. THESE STANDARDS, DRA WINGS, ANO DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. J. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTA /NED FROM THE Cl TY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT -OF -WA Y. UNLESS SECURED BY A SUBDI VISION AGREEMENT, SECURI TY BASED ON AN APPROVED ENGINEER'S ES77MA TE FOR THE WORK PERFORMED W1 THIN THE STREET RIGHT -OF- WA Y AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT -OF -WA Y, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION SECTION 24 HOURS NOTICE,• THE SECTION MA Y BE NOTIFIED A T (661) 326 - 3049. 5 THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DA TA, ANO MEASUREMENTS A T THE BUILDING 57 7F PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRA WINGS SHALL HA VE PRECEDENCE OVER SCALED DIMENSIONS. SWANSON ENGINEERING, INC., MUST BE NO TIF /ED OF AN Y VARIA 77ONS FROM THE DIMENSIONS AND CONOI TIONS SHOWN B Y THESE DRA WINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HA VE BEEN SHOWN ON THIS PLAN ACCORDING TO A VAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICA TION OF THE LOCH TION ANO DEPTH OF ALL UT /L /TIES PR /OR TO BEGINNING ANY WORK. UNDERGROUND SER VICE ALERT SHALL BE CON TA CTED A T LEAST TWO WORKING DA YS PRIOR TO AN Y CONSTRUCTION OR EXCA VA TION (U. S. A. - 1- 800 - 227 - 2600). 7 ANY EXISTING IMPROVEMENTS OR UTILIT /ES THA T ARE REMOVED, DAMAGED, OR UNDERCUT BY CONTRACTOR'S OPERA TIONS SHALL BE REPAIRED OR REPLACED A T 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 CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIA TEL Y PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MA TERIALS, TOOLS, EQUIPMENT, ANO SUPERVISION NECESSARY FOR A COMPLETE ANO FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECT/ VE IN I IS CONSTRUCTION OF DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRA WINGS AND SPECIFICA TONS SHALL BE REMEDIED, OR REMOVED ANO REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, ANO NO COMPENSATION WILL BE ALL OWED FOR SUCH CORRECTION. 11. THE CONTRA CTOR A GREES THA T HE SHALL ASSUME SOLE ANO COMPLETE RESPONS /B /L /TY FOR JOB SITE COND I TIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEOIMENTA TION, AND DUST CONTROL PLAN, STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTA TION, AND THE SAFETY OF ALL PERSONS AND PROPERTY THA T THIS REQUIREMENT SHALL APPL Y CON77N000SL Y AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THA T 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. 12. IF THE CONTRA CTOR IS IN DOUG T AS TO THE MEANING OF AN Y PART OF THE DRA WINGS ANO SPECIFICA 77ONS OR FINDS DISCREPANC IES IN OR OMISSIONS FROM THE DRA WINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETA TION OR A CORRECTION THEREOF, PRIOR TO COMMENCING CONSTRUCTION. 13. SWANSON ENGINEERING, 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 WRI TING BY SWANSON ENGINEERING, INC. 14. COMPACT /ON TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCH 77ON OF REQUIRED TESTS SHALL BE DETERMINED BY THE C/TY ENGINEER. C. 0. B. STREET IMPRO VEMEN T NO TES 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 W/TH /N THIS PROJECT SHALL BE BA CKFILLEO AND COMPACTED PER CITY STANDARD DETAIL ST -22. J. THE CONTRACTOR SHALL REMO VE OR REL OCA TE ALL OBSTRUCTIONS WI THIN THE STREET RIGHT -OF- WA Y AS DIRECTED B Y THE CI TY ENGINEER 4. ALL STREETS HA VE BEEN DESIGNED USING A MINIMUM 'R" VALUE AS STA TED IN THE SOILS REPORT. SEE STRUCTURAL SEC 77ONS FOR EA CH STREET FOR SPECIFIC /NFORMA TION. SHOULD FURTHER TESTING SHOW A LOWER 'R" VALUE OF THE ACTUAL IN PLACE MA TER /AL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER 'R" VALUE, IN ACCORDANCE W TH THE CITY ENGINEER. 5. RELA TI VE COMPACT /ON OF NOT LESS THAN 957 SHALL BE 08TA /NED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PA VEMENT (LIP OF GUTTER TO LIP OF GUTTER). IN ADDI77ON, RELA TI VE COMPACTION OF NOT LESS THAN 957 SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS 0 /RECTOR ON COLLECTOR AND ARTERIAL HIGHWA YS) FROM LIP OF GUTTER TO LIP OF GUTTER. 6. THE CONTRACTOR SHALL OBTAIN 907 RELA TI VE COMPACTION UNDERNEA TH THE SIDEWALK ANO CURB AND GUTTER TO A DEPTH OF 6" THE L 0 C TION OF THE TESTS SHALL BE DETERMINED 8Y THE Cl TY. 7 COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCH TON OF REQUIRED TESTS SHALL BE DETERMINED BY THE Cl T Y ENGINEER. 8 ALL CONCRETE SHALL BE CLASS 3 ANO SHALL CONTAIN A MINIMUM OF 505 L BS. ICU. Y0. OF CEMENT ANO HA VE A MAXIMUM WA TERACEMENT RA TIO OF 0.50. 9. ASPHAL T REJUVENA TING AGENT SHALL BE APPLIED TO NEW ASPHAL T CONCRETE PA VEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BI TUM/NOUS SEALS, OF THE STA TE DEPARTMENT OF 7RANSPORTA TION STANDARD SPECIAL PROVISIONS CURRENTL Y IN EFFECT, AS DIRECTED BY THE Cl TY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED A T INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS D IRECTOR IN ORDER TO PROVIDE A TIE- -IN TO EXISTING STREET PA VEMENT. 11. SEWER LA TERAL L0CA TONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LA TERAL. 12 ELEVA TIONS AND GRADES SHOWN ON THE PROF /LES 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 WI TH THE APPR0 VA OF THE Cl TY PUBLIC WORKS DIRECTOR. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HA WK /NS M2G SERIES BOL T ANO VANDAL PROOF NUT ASSEMBL Y OR EQUAL. ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T -19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK EDGE. STREET LIGHT NOTES S TREE TLIGH T L UMINAIRES ARE TO BE LED A S SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE.- AMERICAN ELECTRIC LIGH TING A TBO, A U TOBAHN SERIES LEO TEK E1 THRU EC7 SERIES CREE XSP / XSPR SERIES AND 0 THERS ON APPRO VED LIST OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER. C. 0. B. ASPHAL T CONCRETE PA VING NO TES 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 SEC77ON 39. 'ASPHAL T CONCRETE, " OF THE CAL TRANS STANDARD SPECIFICA 77ONS AND THESE SPECIAL PROVISIONS 2 PRIOR TO THE ADD177ON OF ASPHAL T B /NDER, THE COMBINED MINERAL AGGREGA TE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHAL T CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SEC77ON 39 -2.02, 'AGGREGA TE, " OF THE STANDARD SPECIFICA TIONS FOR J/ " MAX /MUM, MEDIUM GRADING. J. A SPHAL T BINDER FOR TYPE A (MODIFIED) ASPHAL T CONCRETE AND TYPE B (MODIFIED) ASPHAL T CONCRETE SHALL BE PG 64 -10 PERFORMANCE GRADED ASPHAL T UNLESS OTHERWSE DIRECTED BY THE CITY ENGINEER. THE ASPHAL T BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHAL T BINDER, IN SEC TION 92- 1.02(8), "GRADES, " OF THE STANDARD SPECIFICA TIONS 4. THE AMOUNT OF ASPHAL T BINDER TO BE MIXED WI TH THE MINERAL AGGREGA TE SHALL BE DETERM /NED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MA TER /ALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHAL T BINDER SHALL BE APPROVED BY THE C/TY ENGINEER. 5. A T LEAST 14 DA YS PR /OR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENG INEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGA 7E AND ASPHAL T SOURCES. B. DOCUMENTA TION VERIFYING THA T THE AGGREGA TES TO BE /NCORPORA TED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, 'AGGREGATE, " OF THE STANDARD SPECIFICA TONS AND THESE SPEC /AL PROVISIONS MA TER /AL S IEVE ANAL YS /S AND SAND EQU/ VALENT TEST RESUL TS SHALL NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESUL TS SHALL NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367 LABORATORY TEST RESUL TS ON WHICH THE DESIGN IS BASED SHALL BE SUBMI TIED WITH THE MIX DESIGN ALONG W TH THE THEORETICAL MAX /MUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM 02041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39 -2.02, 'AGGREGATE; " OF THE STANDARD SPECIFICA TONS AND THESE SPECIAL PROVISIONS. lF THE OA TA SUBMITTED SHOWS THA T THE MA TERIALS ARE SUBS TAN7/ALL Y THE SAME AS WHEN THE DESIGN, WAS PREPA RED , THE DESIGN MAYBE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIA TED WI TH THE ASPHAL T CONCRETE MIX DESIGN. 6. WHERE NEW ASPHAL T CONCRETE PA VEMENT IS TO CONFORM TO EX /SING PA VED SURFA CES, THE EX /ST7NG PA VEMENT SHALL BE SA WCUT. 7 A PRIME COA T WILL NOT BE REQUIRED ON NON -PA VED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHAL T CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE, "' OF THE STANDARD SPECIFICA TONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBL /C TRAFFIC. CARE SHALL BE TAKEN TO A VOID TRACKING BINDER MA TERAL ONTO THE EXISTING PA VEMENT SURFACE BEYOND THE L /M /TS OF CONSTRUCTION. 9. PA V/NG JOINTS SHALL MA TCH STRIPE LOCH TONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED ANO GRADED AS DIRECTED BY THE Cl TY ENGINEER OR Cl TY INSPECTOR. ADDITIONAL ASPHAL T CONCRETE SHALL BE PLACED A T ROAD CONNECTIONS ANO PR / VA TE DRIVES, WHERE SHOWN ON THE PLANS ANO AS DIRECTED BY THE CITY ENG /NEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LA YER OF ASPHAL T CONCRETE IS 0.15 FOOT OR LESS, PA V/NG OPERA TONS SHALL BE CONDUCTED IN SUCH A MANNER THA T, A T THE END OF EACH WORK SHIFT, THE LENGTH OF PA VEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES 7S NOT GREA TER THAN THA T WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PA WNG OPERA TONS. ADDITIONAL ASPHAL T CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHAL T CONCRETE SHALL BE HANG RAKED ANO COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PURL /C TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MA Y BE PLACED UNDER THE CONFORMS TO FACIL/TA TE THE REMOVAL OF THE CONFORMS WHEN PA WNG OPERA TONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LA YER OF ASPHAL T CONCRETE IS MORE THAN 0.15 FOOT, PA WNG OPERA TONS SHALL BE CONDUCTED IN SUCH A MANNER THA T THE LA YER OF ASPHAL T CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRA VELED WA Y BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LA YER OF ASPHAL T CONCRETE ON ADJACENT LANES SHALL NOT BE GREA TER THAN 10 FEET. ADDI TONAL ASPHAL T CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADD /TIONAL ASPHAL T CONCRETE SHALL BE HAND RAKED ANO COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PURL /C TRAFF /C. KRAFT PAPER, OR OTHER APPRO VED BOND BREAKER, MA Y BE PL CED UNDER THE CONFORMS TO FA C /L /TA TE THE REMOVAL OF THE CONFORMS WHEN PA 14NG OPERATIONS RESUME. 13 ASPHAL T CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM 0 -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. lF THE /N -PLACE DENSITY OF ANY LOT OF ASPHAL T CONCRETE IS LESS THAN 92 PERCENT OR GREA TER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENS /TY, THE CONTRACTOR WILL BE AD VISEO THA T THE REQUIRED RELA T VE COMPACTION IS NOT BEING A TTAINED AND THAT THE MATER /ALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHAL T CONCRETE SPREADING OPERA TIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THA T WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. F ANY SUCCESS/ VE TEST AFTER NOTICE 7S G /VEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHAL T CONCRETE REPRESENTED BY THA T LOT SHALL BE REMOVED AND REPLACED WITH MA TERAL THA T MEETS THE /N -PLACE DENS /TY REQUIREMENTS. 15. /F THE TEST RESUL TS FOR ANY LOT OF ASPHAL T CONCRETE 7ND /CA TE THA T THE RELA /7 VE COMPACTION IS E /THER LESS THAN 90 o OR MORE THAN 967 THE ASPHAL T CONCRETE REPRESENTED BY THA T LOT SHALL BE REMOVED AND REPLACED WITH MA TER /AL THA T DOES MEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECT/ VE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENS / TY OF COMPACTED ASPHAL T CONCRETE SHALL BE DETERMINED 8Y.• A. A PROPERL Y CAL /BRA TED NUCLEAR ASPHAL T TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORA TORY TESTING. ZINC S TEA RA TE MA Y BE SUBS T/TOTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD 'B" SHALL BE USED. 17 IF THE FINISHED SURFACE OF THE ASPHAL T CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, l T SHALL BE BROUGHT WITHIN TOLERANCE BY ETHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTLIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHAL T CONCRETE 0VERLA Y. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECT/ VE WORK SHALL BE A T THE CONTRACTOR'S EXPENSE. 18. lF A BRA SI VE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDI TONAL GRINDING SHALL BE PERFORMED, AS NECESSAR Y, TO ENLARGE THE GRINDING AREA SO THA T THE L ONG /TOO /NAL LIMITS OF GRINDING ARE A T A CONSTANT OFFSET FROM, AND ARE PARALLEL T0, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PA VEMENT CENTERL /NE. ALL GROUND_ AREAS SHALL BE NEA T RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. A BRA SI VE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH ANO THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION, " OF THE STANDARD SPECIFICA T IONS. A FOG SEAL COA T SHALL BE APPL10 TO ALL FINISHED ASPHAL T SURFACES A T THE CONTRACTOR'S EXPENSE. THE FOG SEAL COA T SHALL BE EITHER ASPHAL T REJUVENA TING A GENT OR ASPHAL TIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL ETHER MEET THE SPECIFICA TONS FOR CLASS 2 AGGREGA TE BASE (Ct // AGG BASE) CONFORMING TO SECTION 26 OF THE CAL TRANS STANDARD SPECIFICA TIONS, LA TEST EDITION, OR SHALL BE FINE GRAOA TION CRUSHED MISCELLANEOUS BASE (CUB) CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 507 OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREA TED BASE OR A COMB/NA TION OF THOSE MA TERIALS - OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGA 7E BASE SHALL BE COMPACTED TO A MINIMUM OF 957 OF MAXIMUM DRY DENS / TY. 20. THE PA V/NG CONTRACTOR SHALL GRADE THE PA WNG AREAS TO THE FOLLOWING MODIFIED CAL TRANS STANDARD SPECIFICA TION SEC77ON 19 -1.03 PER THE CITY OF BAKERSFIELD. IMMEDIA TEL Y PRIOR TO PLACING SUBSEQUENT LA YERS OF MA TER /AL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A. WHEN ASPHAL T CONCRETE OR ASPHAL T 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 SUBGRADE OR BASE MA TER /AL (OTHER THAN ASPHAL T CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE A T ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. STANDARD DETAILS: 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1, ST -2, ST -7, ST -8 ANC T -XX (STANDARD RIGHT TURN LANE INTO COMMERCIAL OR PRI VA TE DEVELOPMENT). 2. THE FOLLOWING CAL TRANS STANDARD IS PART OF THESE PLA NS- A 88A (SEE RIGHT). FENCE AND F0011NGS BY OTHERS 7' 1' 567' 6.12' 6'- -WIDE COMB /NA 110N - S/DEWALK PER COB STD. ST -8 2Z 27 .4 .. 0.50' NA TI VF 0 95X E.VsnNC R/tv 4X 10' I 34' EXlS11NG GROUND � � 0.5Q'--CLASS A' COINCRETE � 0.J4 CL2 AGG BASE 0 34' SUBBASE 2% ax Sidewalk o im ° See Notes See N 14- 10 and 11 Note 7 Retaining curb if Max N° p b� N _ Front �i i edge of See Note R' I \ \\ sidewalk 10% Max 000 0 10% Max at curb 8MM °t` curb A 4' -0" m CASE A A 2% Sidewalk x ax o c See Notes See ° I 10 and 11 Note 7 N d- Front edge of i sidewalk Sidew, 0.50' NA11VF O 95Z' i 0 6' � 6' R£M01f £X/SANG CURB AND GUTIFR 12' 41S VALLEY GUTIFR PER GOB Slll. T -XX `--0.35' TYPE B' AC --- -0.40' CL2 AGG BASE 1.25' NA 77W 0 95X � 0.50' TYPE i4' AC PA bFMENT PATCH SECT /ON A -A SCALE.• 1 " =5' 32' 2' 2 (OR AS DIRECTED BY CITY ENGINEER) EXISTING PA VEMENT TO REMAIN SAW CUT AND MA TCH EX/S11NG PA kEMENT f: :::::.. L \,--a 50 ' TYPE A' AC PA VEMENT PATCH 0.34' CL2 AGG BASE -0.34' SUBBASE 0.50' NA TI VF 0 95X S EC770N B -B SCAL£.- 7° =5 Retaining Retaining curb if B 9 curb C necessary at edge if necessary at of sidewalk ° 5' -0" edge of sidewalk 5$_0" 0.45" No No Min Min °p 1° 0 PANORAMA DR /VF 4' PANORAMA DR1 ff 4' k 0.9" € Base is 2% Max Sidewalk C 8.33°10 000000000000 000000000 8.33% 0000000000 000000000 Max 00990090 x oa000000o Max RAISED TRUNCATED DOME 00000000 000000000 �( 7 o °000000000 °0 °0 °0 0000 °0 °0000 ° N 00000000 000000000 N 00000000 000000000 00000000 Vol 000000000 00000000 000000 00000000 N O 0000000 NOTES . 0000000000 O 0000000 . Front edge See g P y 1. As site conditions dictate, Case A through Case G curb ramps may be of of sidewalk C See Notes Note 7 used for corner installations similar to those shown in Detail A and walk CASE C 10 and 11 Detail B. The case of curb ramps used in Detail A do not have to be the same. Case A through Case G curb ramps also may be used at 09 Max mid block locations, as site conditions dictate. 1 A A 10% Max B See Notes at curb 2. If distance from curb to back of sidewalk is too short to at curb 10 and 11 Sidewalk 2% 29' accommodate ramp and 4' -0" platform (landing) as shown in Case A, CASE B ax Sidewalk the sidewalk may be depressed longitudinally as in Case B, or C or See o c 0 x Front edge 0C Max may be widened as in Case D. Note 7 N° of sidewalk See o 7 I O x N ° 10% Max 3. When ramp is located in center of curb return, crosswalk at curb configuration must be similar to that shown for Detail B. 6 Fron t 2 ° Sidewalk edge T 6" of 4. As site conditions dictate, the retaining curb side and the flared side of the Case G ram shall be constructed in reversed °X See � v Typ sidewalk p position. Mnm ° C o x �C N 000000 000000 v I v Note 7 ° o 0000 000000 -*-Retaining +' ° 000000 000000 5. If located on a curve the sides of the ram need not be parallel, N °° 0000 0000oo g L 00000 000000 P 10% Max at curb 0000 po x 'OM 0000�'� ° 0000 Planting 0000 0000 10% Max 000000006 m 0000 10% Max area - 000000 000000 000000 000000 at curb 000000 000000 at curb - -� 000000 000000 �- 4 -0 in CASE D DETAIL A TYPICAL TWO -RAMP CORNER INSTALLATION See Note 1 FL 0000 i O00o Curb (both a ° 0000 x °0000 but the minimum width of the ramp shall be 4' -0 ". 0000 0000 0000 0000 sides of o000rJ °0000 00009 0000 0 0000M 0000 000003 000 9 ram 0000 0000 0000 0 000000 P) 00000( 000000 6. Side slope of ramp flares vary uniformly from a maximum of 10% at 10% Max 90000 000 9 curb to conform with longitudinal sidewalk slope adjacent to top of 900000 000 01 at curb 4' -0' Min the ram p except in Case C and Case F. �-- See Notes Retaining 1 4' -0" Min See Notes 10 7, The curb raTF shall be outlined, as s�42 wn, with a 1' -0" wide 0900 000000 Front �, A� 10 and 11 Curb and 11 border with grooves approximately on center. See 000 x° °8888 edge of _ u 9 PP y 000d4li °0000 sidewalk CASE F grooving detail. 000 °00 CASE G 00 °0°00°)0 000 0000 000009 00 90 -- Retaining 8. Transitions from ramps and landing to walks, gutters or streets 000 00 € Curb (both See Note 4 shall be flush and free of abrupt changes. if \\,I 47-OFF � See Notes 10 sides of in and N ramp) Gutter To of ram 9. Maximum slopes of adjoining gutters, the road surface immediately flowline P P 4 -0 Min „ adjacent to the curb ramp or accessible route shall not exceed A T See Note 9 Rounded -ti 5 percent within 4' -0" of the top and bottom of the curb ramp. CASE E 2% Max 10. Curb ramps shall have a detectable warning surface that extends 8.33% Max the full width and S-0" depth of the ramp. Detectable Warning Where a flared side occurs SECTION A -A Surfaces shall conform to the details on this plan and the provide 2' -0" straight curb requirements in the Special Provisions. 11. The edge of the detectable warning surface nearest the street Gutter Retaining curb shall be between 6" and 8" from the gutter flowline. flowline if necessary Top of ramp 12. Sidewalk and ramp thickness, "T ", shall be 3V' minimum. 4'-0" Min ECR Rounded 13. Utility pull boxes, manholes, vaults and all other utility facilities It. N within the boundaries of the curb ramp will be relocated or adjusted to grade by the owner prior to, or in conjunction with, -KA 0 8.33% Max 2% Max curb ramp construction. See Note 9 SECTION B -B 14. For retrofit conditions, removal and replacement of curb apron Sidewalk ��a� Depress entire sidewalk as required will be at the Contractor's option, unless otherwise shown on •p 0 �.o o Sidewal 0 o 8.33% 2.- �° Max 8.33% Retaining curb if Max N° p b� N r ° C - ax N° Gutter i necessary See Note R' flowline 88 ° 888888 °°°°fig 8888,,) M 888 °°° x 8 ° 2% Max Front edge RAISED TRUNCATED DOME PATTERN IN -LINE 88$888 008 -C Approximately ?" side PANORAMA DR /VF 4' PANORAMA DR1 ff 4' k 0.9" € Base is 2% Max Sidewalk C 8.33°10 000000000000 000000000 8.33% 0000000000 000000000 Max 00990090 x oa000000o Max RAISED TRUNCATED DOME 00000000 000000000 �( 7 o °000000000 °0 °0 °0 0000 °0 °0000 ° N 00000000 000000000 N 00000000 000000000 00000000 Vol 000000000 00000000 000000 00000000 N O 0000000 NOTES . 0000000000 O 0000000 . Front edge See g P y 1. As site conditions dictate, Case A through Case G curb ramps may be of of sidewalk C See Notes Note 7 used for corner installations similar to those shown in Detail A and walk CASE C 10 and 11 Detail B. The case of curb ramps used in Detail A do not have to be the same. Case A through Case G curb ramps also may be used at 09 Max mid block locations, as site conditions dictate. 1 A A 10% Max B See Notes at curb 2. If distance from curb to back of sidewalk is too short to at curb 10 and 11 Sidewalk 2% 29' accommodate ramp and 4' -0" platform (landing) as shown in Case A, CASE B ax Sidewalk the sidewalk may be depressed longitudinally as in Case B, or C or See o c 0 x Front edge 0C Max may be widened as in Case D. Note 7 N° of sidewalk See o 7 I O x N ° 10% Max 3. When ramp is located in center of curb return, crosswalk at curb configuration must be similar to that shown for Detail B. 6 Fron t 2 ° Sidewalk edge T 6" of 4. As site conditions dictate, the retaining curb side and the flared side of the Case G ram shall be constructed in reversed °X See � v Typ sidewalk p position. Mnm ° C o x �C N 000000 000000 v I v Note 7 ° o 0000 000000 -*-Retaining +' ° 000000 000000 5. If located on a curve the sides of the ram need not be parallel, N °° 0000 0000oo g L 00000 000000 P 10% Max at curb 0000 po x 'OM 0000�'� ° 0000 Planting 0000 0000 10% Max 000000006 m 0000 10% Max area - 000000 000000 000000 000000 at curb 000000 000000 at curb - -� 000000 000000 �- 4 -0 in CASE D DETAIL A TYPICAL TWO -RAMP CORNER INSTALLATION See Note 1 FL 0000 i O00o Curb (both a ° 0000 x °0000 but the minimum width of the ramp shall be 4' -0 ". 0000 0000 0000 0000 sides of o000rJ °0000 00009 0000 0 0000M 0000 000003 000 9 ram 0000 0000 0000 0 000000 P) 00000( 000000 6. Side slope of ramp flares vary uniformly from a maximum of 10% at 10% Max 90000 000 9 curb to conform with longitudinal sidewalk slope adjacent to top of 900000 000 01 at curb 4' -0' Min the ram p except in Case C and Case F. �-- See Notes Retaining 1 4' -0" Min See Notes 10 7, The curb raTF shall be outlined, as s�42 wn, with a 1' -0" wide 0900 000000 Front �, A� 10 and 11 Curb and 11 border with grooves approximately on center. See 000 x° °8888 edge of _ u 9 PP y 000d4li °0000 sidewalk CASE F grooving detail. 000 °00 CASE G 00 °0°00°)0 000 0000 000009 00 90 -- Retaining 8. Transitions from ramps and landing to walks, gutters or streets 000 00 € Curb (both See Note 4 shall be flush and free of abrupt changes. if \\,I 47-OFF � See Notes 10 sides of in and N ramp) Gutter To of ram 9. Maximum slopes of adjoining gutters, the road surface immediately flowline P P 4 -0 Min „ adjacent to the curb ramp or accessible route shall not exceed A T See Note 9 Rounded -ti 5 percent within 4' -0" of the top and bottom of the curb ramp. CASE E 2% Max 10. Curb ramps shall have a detectable warning surface that extends 8.33% Max the full width and S-0" depth of the ramp. Detectable Warning Where a flared side occurs SECTION A -A Surfaces shall conform to the details on this plan and the provide 2' -0" straight curb requirements in the Special Provisions. 11. The edge of the detectable warning surface nearest the street Gutter Retaining curb shall be between 6" and 8" from the gutter flowline. flowline if necessary Top of ramp 12. Sidewalk and ramp thickness, "T ", shall be 3V' minimum. 4'-0" Min ECR Rounded 13. Utility pull boxes, manholes, vaults and all other utility facilities It. N within the boundaries of the curb ramp will be relocated or adjusted to grade by the owner prior to, or in conjunction with, -KA 0 8.33% Max 2% Max curb ramp construction. See Note 9 SECTION B -B 14. For retrofit conditions, removal and replacement of curb apron Sidewalk ��a� Depress entire sidewalk as required will be at the Contractor's option, unless otherwise shown on •p 0 �.o o project plans. 0 o ti z 4, 1. ' u Retaining curb if 1.67 to 2.35 „ 0 " L Gutter i necessary Center to center spacing 0 0 0 R' flowline BCR 2% Max RAISED TRUNCATED DOME PATTERN IN -LINE See Note 9 SECTION C -C Approximately ?" DETECTABLE WARNING SURFACE ?" See Note 10 Crosswalk if a of Limit pay provided STATE OF CALIFORNIA see 4' -0" Min + + '� DEPARTMENT OF TRANSPORTATION DETAIL B Note , 4 Rounded GROOVING DETAIL TA I L CURB RAMP DETAILS TYPICAL ONE -RAMP NO SCALE CORNER INSTALLATION See RSP A88A DATED SEPTEMBER 1, 2006 SUPERSEDES STANDARD PLAN A88A See Notes 1 and 3 Note 9 RETROFIT DETAIL DATED MAY 1, 2006 - PAGE 115 OF THE STANDARD PLANS BOOK DATED MAY 2006. Existing curb and sidewalk REVISED STANDARD PLAN RSP A88A CO € i � E € • f f E F7: m ` E i E € :............. ......... ...}............4............ {. ............ f f . E ' f t E � E € ! E f � E ! t E � € E E � € € f € i f � € ! I �E I ; f f 4 � E f ! E '! E i E E , € € € ! E � � E �€ f E ' € € , � E ! , € ' 4 € f S ! f f } CL € € t € E � E o! f € f 7 f E ; ! f E f € UJ �"� 2: a � w ��wQ o�� W C t H U g Al a� Q W Z 61 V O \ co A 0 O 0 I to 0 I 0 0 O N � N O O ti z 4, 1. ' u i € i � E € • f f E F7: m ` E i E € :............. ......... ...}............4............ {. ............ f f . E ' f t E � E € ! E f � E ! t E � € E E � € € f € i f � € ! I �E I ; f f 4 � E f ! E '! E i E E , € € € ! E � � E �€ f E ' € € , � E ! , € ' 4 € f S ! f f } CL € € t € E � E o! f € f 7 f E ; ! f E f € UJ �"� 2: a � w ��wQ o�� W C t H U g Al a� Q W Z 61 V O \ co A 0 O 0 I to 0 I 0 0 O N � N O O NOTES• 1. ADD 700" TO ALL DESIGN ELEVATIONS. DEMOLITION NOTES CURVE TABLE 2. ALL S TA TIONING BASED ON CEN TERL INE OF MT. VERNON. CURVE RADIUS DELTA LENGTH TA NGEN T J. MT VERNON STATIONING IS PER CITY OF BAKERSFIELD PAVEMENT 1. DEMOLISH SOUTH CURB p RECONSTRUCTION PROJECT FEDERAL NUMBER STPL 5109 (102). GUTTER AND SIDEWALK FROM STA 18+J6. 11 TO STA 22+82.49. C5 20.00' 9010'450op J1.44' 20.02 C6 20.000 90 103 050 " 31. a4' 20.02 MT. VERNON AVENUE f XIS TING ME DI CURB ERNON ................ ......... ......... ......... ......... ......... ......... ......... ......... ......... ... .... ......... 31.p UT V .......... .... ........ ..... .......... .......... .......... .... ..... .......... .......... .......... - - ----- -------- 8* ......... ......... ...... ......... .... .... ......... ... .... ......... ...... ......... ........ ......... . .... 25f J 6.67 PANORAMA -- - ---- - ------ ....... ........................... .................................... ....... ...... . ... .... . ..... . .. .. . . . . . ........... . .......... .. . . ...... ........ ............... .. ----j2*00 31 +00 ii+00 J4*00 J5-f 00 36+00 .......... . ...... ......... ------ .............. 38+00 41! ---------- . . ........ . . . .......... . .... . . . . . . ........... ...... . . . . ... ........ . ................ ........................................... ............................................ — - ----- - - - - - - EXISTING CURB & GUTTER ..... SAWCUT TOA NEAT EXISTING CURB & GUTTER ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ......... ......... . . .......... .......... ....... .. .. ........ L EA N E . ......... ........ ......... ... ... ......... ......... ...... ......... ......... ---- ....... ......... 2 MIN. 4N 281% Y .... . ...... ........ ........ ----------------------- .. . . . ...................... — — ------------- ..... ........ --- -------- - --- ------ . . . . . . .. . ........ -- — - ------- - — - ----- OHE -OHE HE OH�.- HE OHE - 0. OHE OHE OHE —HE al- 011E OHE IE C4 • .... ....... QH c, omF InHE. ....... oliz § -014t- OHE OHE OHE, E OHE CME ------ OHE OHE PH OH OHE WE* OH.E. OHE OHE 0 E. 77" ...... ... . .... - - ----- J15jo N J101 xe 4R 31 ------------ Jv /44 t Fal lzl Q, ... ...... CONSTRUCTION NO TES kiz, c 67 NIA---------- a> CONS TRUC T 6.0' COMBINA TION SIDE WA L K PER Cl T Y OF BA KERSFIEL D S TA NDA RD ST -8. Cl) CONS TRUC T CASE 'A " CURB RAMP PER CAL TRANS S TA NDA RD PL A N A 88A. /V To I ON A o A/ 1A T. 7. 0 R- VALUE = 40 05 CONS TRUC T 6" THICK A C PA VEiVEN T PA TCH BETWEEN SA WCU T LINE AND NEW CONCRETE IMPRO VEIVEN IS. SA WCU T A S SHOWN UNLESS 0 THER WISE DIRECTED B Y Cl T Y ENGINEER © CONS TRUC T TYPE "A " COMMERCIAL DRI VE A PPROA CH PER Cl T Y OF BA KERSFIEL D STANDARDS ST—J. i ii i� � iii i i i iiiiii � :R fir. e Sil jj- > AY /038 let c . r.. L Q "'o 64n6 0 0 �pqjkl 5 5 m ........... I .. ....... ........ i............ pi ...._.....d............ ............ 5 O .......... ........... ............ ............ I ............ ............. ............ Q let c . r.. L Q "'o 64n6 0 0 �pqjkl ? w �.. EXISTING CURB, GUTTER & SIDEWALK EX /STING DETAIL 39 BIKE LANE STRIPING EXISTING LANE LINE STRIPING - .. w ....- haw e O 247L0 �. � (� w..w„�M„�„ w w�„ —o• �' ww� EXISTING DETAIL 39 BIKE LANE STRIPING .. ..Y% ,� � •°`°.�.�,,,¢�y ,,,,,,,,y„w ,,,,,.,,,,,w, aeya,'�, i . \i ^•w,.,.,,,,�„�M u.y -.. EXISTING CURB & GUTTER °w +�.�,_� w `^•++.,,,,.,,..,.Hwy • ^,.,,,,w, i T.`, �g "`^'..'•^^,•,..,,,,,�,w- „"...^,w.,,,,,,,,,, 'r"� .r,. +..�._ • •�, "-�, �,..\ - 'r-: i „� :rl , & EXISTING MEDIAN CURBw�w"'�~w- - ��T. ........ ... .. ...... , ::�'... �' ''°°�,.. ""� °mow M �-� -M EXISTING LANE LINE STRIPING "�,�,..�w,•�. `, \\ ........ ^� ^•,�.,,,, w,,,,,,y, -,,,,, w,,,,yM w.. i - �eM»gy ,,,,, .� f' {-� i .� S$ i. ^....... ^...... <� �MJ10pq�e�., ..- ...... Si' ?.J �'\-? rt? \. �' � w^w,",.^.+.." � \ \i ""gyp �M •. - ..• ��"". { ..... 'ii : i i �,; ^ °r5• `;. :.?� _.i t i i t ji. ",s ^�` ""'.^,.",w•„w,� \(,• ;\ � '"",,.K„w�..,,, ,.,,.,,..,,,,. -,."",•`-^^,,,... �.. �,..•,...,. �,....••-+..,,,,.. .................. .,............................. 3 PANORAMA DRIW . y ��..,: 4 - R6 -1R ANE WAY RIGHT 5 ----- ---- -- Q RZA(CA) ENO PA 21 +00 : 3 20+00 19 +00 , w." 4 POI(CA) [BIKE LANE] ; _ EXISTING CURB, GUTTER 2 Q r... & SIDEWALK _...._ 2 ................. ... .............................. 7 Q ........^ ....................... .................. ............ ............ ... ........... Pe__ ................................................................. ............................... _._ _....._ . lZ : L rid_ v O \~ •�t.�. %'E �`�.,'tSJ '` �`�: :' -f'3i Y1 :Fi'v L \i' - �'""'� "'� rv.^..� •.- \ I _ A. �J 2 5 R A A N \ -- 26 0 DADvii� ^7 � 4 � C Z (A wJ SCALE: 1" 40' 40 20 0 40 80 V A� V Q I L Q Q r `�' J RC 0 0 0 0 0 0 0 0 V Q W Lw Q Q W PANORAMA DR/ VE SICNACE AND PAIiEMfNT MARKING PLAN NOTES- 1. ALL STA TIONING BASED ON CENTERLINE OF PANORAMA ORl l/E. )ADSIDE SIGN & PA VEMENT DEL INEA TION INSTALL DETAIL 38 STRIPE PER CAL TRANS STD. PLAN A200. INSTALL BIKE LANE SYMBOL PER CAL TRANS STD. PLAN A24C AND BIKE LANE ARROW PER CAL TRANS STD. PLAN A24A. INSTALL TYPE 4 ARROW PER CAL TRANS STD. PLAN A20A. REMOVE EXISTING DETAIL 39 STRIPE. INSTALL SIGN AS INDICATED PER CITY OF BAKERSFIELD STANDARD T -2. REMO VE SIGN AND RELOCATE TO NEW LOCH TION AS lNDICA TED. INSTALL 12" WHITE LIMIT LINE AS lNDICA TED. INSTALL DETAIL 39A STRIPE PER CAL TRANS STD. PLAN A200. / r/%1 --. /!'1 EXISTING LANE LINE STRIPING 18 +00 17 +00 EXISTING LANE LINE STRIPING EXISTING DETAIL 39 B 111E LANE STRIPING `226A S. C. BEGIN CUR 01 CaVS7RUC710V NOTE - SEE SCHEDULE E. C. B. C. R. END CURVE BEGIN CURB RETURN o EX/S1lNG SIGN E. C. R. END CURB RETURN 0R1 -1 [STOP] Mo Q FLOWUNE 4. 4 O O W to m EXlS11NG POWER POLE ELEV RC 0 0 0 0 0 0 0 0 V Q W Lw Q Q W PANORAMA DR/ VE SICNACE AND PAIiEMfNT MARKING PLAN NOTES- 1. ALL STA TIONING BASED ON CENTERLINE OF PANORAMA ORl l/E. )ADSIDE SIGN & PA VEMENT DEL INEA TION INSTALL DETAIL 38 STRIPE PER CAL TRANS STD. PLAN A200. INSTALL BIKE LANE SYMBOL PER CAL TRANS STD. PLAN A24C AND BIKE LANE ARROW PER CAL TRANS STD. PLAN A24A. INSTALL TYPE 4 ARROW PER CAL TRANS STD. PLAN A20A. REMOVE EXISTING DETAIL 39 STRIPE. INSTALL SIGN AS INDICATED PER CITY OF BAKERSFIELD STANDARD T -2. REMO VE SIGN AND RELOCATE TO NEW LOCH TION AS lNDICA TED. INSTALL 12" WHITE LIMIT LINE AS lNDICA TED. INSTALL DETAIL 39A STRIPE PER CAL TRANS STD. PLAN A200. / r/%1 --. /!'1 EXISTING LANE LINE STRIPING 18 +00 17 +00 EXISTING LANE LINE STRIPING EXISTING DETAIL 39 B 111E LANE STRIPING `226A S. C. BEGIN CUR 01 CaVS7RUC710V NOTE - SEE SCHEDULE E. C. B. C. R. END CURVE BEGIN CURB RETURN o EX/S1lNG SIGN E. C. R. END CURB RETURN EX /SUNG SIGN DES/IVA TIOYV FL FLOWUNE 4. 4 CL CENTERLINE W EXlS11NG POWER POLE ELEV &EVA 110N �- FURNISH AND INSTALL TRAFFIC SIGN PER C.O.B. STD. T -2 P/ POINT OF INTERSECTION TC TOP OF CURB RI-1 [SW] INSTALLED S16 DES16WA #6W EP EDGE OF PA VEMENT CAL TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE -- �- ---- - ---- -- � ---- -- � ----- EX/S11NG CENTERLINE Qom♦ � BIKE LANE MARKINGS PER CAL TRANS STANDARDS — — — — EX /SUNG R /GHT— O'F—WA Y - NEW RIGHT —OF —WA Y EXIS77NG CHAIN LINK FENCE NEW STRIPING — SEE NOTES FOR CAL TRANS DETAILS EXISTING CURB, GUTTER & SIDEWALK t � , J >. • . ..�,:........`:�:,:;��:.; `�.�.,,,_ .^ _ w�w w ; \, .�� � � �. EXISTING DETAIL J9 BIKE LANE STRIPING EXISTING MEDIAN CURB 16 +00 ti .,� .. �� 15 +00 ETON STREET = STA. 13+23.99 ....... ..................... .--- - - - - -. E t � € E E E E € E I qkv 'u I t � € E E E E € E m ..... ............................... E € ............. ............ Q............ ............ E € EE f E o E : : € : E € E E E i cam; C) CIO lip) . �a 4. 4 : W � 0 .......... ......... ............ � t � € E E E E € E m ..... ............................... E € ............. ............ Q............ ............ E € EE f E o E : : € : E € E E E i . : W � 0 .......... ......... ............ o 38 +31.72 MT. q = 25+,36.67 pm \ ? i 2 � .. _ ""� -�• "w Abp ;QUO _ " € i°.E "'' � f�,,,,,.�r...�.r..•r :•s:,,,M".- •,,,,.:xt�;,, "„ ,M N,,� "w�ryX ... _.... ,.`"••"'^•w I,w '."„^'+•w„ _ �3 """"""^•w,.„ '°�aoa -# E' 11- #8 GROU D... : t " �} C E . Ile rf � E { I t iC 2 - 18 & #8 GROUT I I q 1 I c�p ^S I z„ w" �." 7 tJ UU U K N V wow" ....._ -. d�C .� „mow - ------------- ----------- 21-hoo 9 4 b b '4 �.`, 4 b �,.,,yd"' d-••_•Q` � _ 4 d b 9 4 b d 4 4 d b 4 4 8 ifRl b 4 4 d b ��,.� w. .... _ •_ .. -• `•.•- ` " Kati• " " " .......... ww „ „www '---- ^h w. ............ zaeoo�r 2 - 112 & 1 - 112 GROUND -•�•_• -'� ' •'F �I t 7I •f E of E : j :7f 2 -16 & 1 6 GROUND r f E E Ct t Ct CCE E i EE c g Ht E i E`f 2 - 16 & 1 -h'6 GROUND I f� �� 11 } �E >t ,� >E t .t E t A c: E E EEE E a : € E i � E •' g I 216 & 116 GROUND A r4N E � t I E � Eli E i i I I i t pEp ' E 3 ••` !E !\ J w� 1 ii i{ { TIE -IN TO EXISTING 120V SERVICE 0 TRAFFIC SIGNAL AS DIRECTED BY ENGINEER. INSTALL 2 -16 & 1-16 GROUND FROM SERVICE POINT CONTRACTOR SHALL CONTACT PETER MARTIN A T THE C. 0. B, ELECTRICAL DEPARTMENT, 661- 326 -3781, TO COORDINATE TIE -IN TO EXISTING ELECTRICAL SERVICE A T THE TRAFFIC SIGNAL. NO EXISTING PULL-BOXES ARE TO BE ACCESSED WI TH0UT A REPRESENTA 77 VE FROM SAID DEPARTMENT PRESENT. NO TE.• 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCT /ON INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE - 662 - 326 -3049 2. ALL MA TERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICA TE OF COMPLIANCE STA TING THA T THE REQUIREMENTS & STANDARDS SET FORTH BY THE Cl TY OF BAKERSFIELD HA VE BEEN MET. U TILI TY NO T NOT ALL UTILITIES HERE LOCA7F0 ON THIS PLAN. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UIILl114-S NOT SHOWN ON THESE PLANS OF FOR INFORMA7708 STAINED FROM OUTSIDE SOURCES. THE CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITIES PRIOR TO GROUND DISTURBANCE TO VERIFY THE LOCA110N AND DEPTH ON ALL UNDERGROUND FAClUI1ES AND Ul1Ll17ES USA 1-800-642--2444 ...�.�......... -- -r,. -- --- - ...... .... . - -r.� .. r....... �....rr �.... r�... r. ��.........r.......... --r ......... .. ........... ..... -- .......... -- ... ---.---•--- ...................... ...................... ... ..... .....-. ......... --­......... ....................................... ........................ --------- - - - - -- ............... .......................................... ......................... ........ _ .................. - ........................... .. ................. .... ............................. ..................... ........................ ... ................................................ ----- ................. ......... -- .............................. ......................................... ........... ................................... ............................................ ----......... ..................................... ............................................................................... 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A aseaaana . �. �ri-w•e`iiin w1e Y _ ..•....... . . d00000ad dttaeted dkt600b -0ttd R} 400tY 4006td lel_ ... 2 12... &....1..... 2 MOUND ' ••�- ••••-� 2 -,#12 & 1 - #12 GROUND # - # - " " "', ' 2 - #12 1 - #12 GR GENERA L EL EC TRI CA L N 0 TES 1. ELECTRICAL WORK SHALL CONFORM TO THE LA TEST ADOPTED EDITION OF THE CALIFORNIA ELECTR ICAL CODE (CEC), APPLICABLE LOCAL AND STA T ORDINANCES, AND RULES AND REGULATIONS OF SERVING UITL/TY COMPANIES. 2 IBS /T SITE AND CONFIRM SCOPE OF WORK PRIOR TO BID SUBMISSION. 3. IT IS THE INTENT OF THESE PLANS AND THE SPECIF/CA 7700 , THA T A COMPLETE WORKABLE ELECTRICAL INSTALLA TION BE PROVIDED FOR EQUIPMENT DESCRIBED OR SHOWN AS BEING IN THIS CONTRACT. CONTRACTOR SHALL FURNISH NECESSARY LABOR AND TOOLS, AND FURNISH AND INSTALL APPARA TUS, MA 1FRIALS, AND EQUIPMENT IN A FASHION COMPL PING WITH APPLICABLE CODES, INCLUDING / TEMS REQUIRED BUT NOT NORMALL Y SHOW- SUCH AS LAMPS, HANGERS, BRACKETS, CLAMPS, COUPLINGS, BOXES, CONNECTORS, AND HARDWARE. REFER ALSO TO WRITTEN SPECIFICA 77ONS FOR GENERAL, MECHANICAL, AND ELECTRICAL SECTIONS. 4. CONTRACTOR SHALL PROCURE ALL NECESSARY ELECTR ICAL PERM /TS FROM LEGALLY CONSTITUTED AUTHOR /TIES, AND ARRANGE FOR ALL INSPECTIONS AND REQUIRED TESTS. 5 CONDUITS ARE SHOWN D/AGRAMMA 77CALL Y. EXACT LOCA TIONS AND ROUTING TO BE DETERMINED IN THE FIELD TO BEST SUIT THE FIELD CONDITIONS. ALL CONFLICTS SHALL BE RESOL VED PRIOR TO B /D. 6. PROVIDE CUTTING AND PA TCH/NG AS REQUIRED FOR COMPLETE INSTALLA 77ON OF ELECTR ICAL WORK. 7 INSTALL LIGHT FIXTURES AS PER MANUFACTURER'S RECOMMENDA TONS. WHEN FACTORY - SUPPLIED JUNCTION BOXES ARE TOO SMALL FOR INSTALLA TON, PROVIDE CODE -SIZED BOXES INSTEAD. 8 TEST NEW WIRING AND CONNECTIONS FOR CONTNU /TY, GROUNDS, AND SHORT CIRCUITS PRIOR TO CONNECTING FIXTURES, DEVICES, AND EQUIPMENT. 9. ALL WORK SHALL BE COORDINA TED WITH THE CITY OF BAKERSFIELD ELECTRICAL DEPARTMENT, 661 - 626 -3781. INSTALL 9,500 LUMEN LED STREET LIGHT, PER C. 0. B. SPECIAL PROVISION SP7 -86 -10 INSTALL 17"x30" FLUSH -MOUNT STREET LIGHT BOX p INSTALL 15 PULL BOX - - INSTALL 2"C; CONDUCTORS AS NOTED S TREETL /BHT NOTE, STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: AMERICAN EL EC TRIC LIGH TING A TBO, A U TOBAHN SERIES LEO TEK EC1 THRU EC7 SERIES CREE XSP / XSPR SERIES AND 0 THERS ON APPRO VED LIST OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER. a I } I EM $7REET STA 1,3+2,99 „ � A N 1 I I 11 `• ...... E � i Q ; ....... ............. t ....... F {{ { E E t i t E t E E E ..........q.......... .. : ....... j .. � E i � ff( Et € � I Ij E I E Z t M 'emu• i )) xx rC F :b 2 m 4 7 t 1 4.d 1 '� �'�.q•*.N 1�'� E ` Qi O i € 4 E W E `• ...... E � i Q ; ....... ............. t ....... F {{ { E E t i t E t E E E ..........q.......... .. : ....... j .. � E i � ff( Et € � I Ij E I E Z t I E E E E I E o I V E E 2 f CL W E ` Qi O i € 4 E W E • s .............................. o N \ � E E t N O o I c W Z z Q) O • e Q 0 I I 0 O � PANORAMA DRIVE ,SECTION A —A NO TE 0 SEE FULL STREET IMPROVEMENT PLANS FOR GENERAL NOTES, STREET IMPROI/EMENT NOTES, AND ASPHALT CONCRETE PA SING NOTES NOTES: 1. ADD 700' TO ALL DESIGN ELEVATIONS. 2. ALL STA TIONING BA SED ON CEN TERLINE OF PANORAMA DR/ VE. J. PANORAMA STA TIONING IS PER TRACT 2643 STREET PLANS. fz �[ X000 i000000000000000000P p0000000000WOW000c~� 9PP �f P➢CVYVBNVVVVVVVVVGP R�4�%9�^i GRADE BREAK Qc Cc r - .� !F .� p Z z 0 2 z 0 2 � 2 z V� z v N +o �- �a +o +�W PANORAMA DR /12r � °'�� SAWCUT TOA NEAT CLEAN FACE - f... -------- - - - - -- ......... Y a' > EXISTING MEDIAN CURB' NOP➢p➢OPAPPAPAPPPA^f �A i➢B'➢P. 0 O cn ft j 4 z �O .Q zimc� .............. .......... Q o ~ LZJ- -�,.. G oo GRADE BREAK ® 2 2 `' m �' IK �`� 2' MIN. �` � , ? o ��,4 `, .�'/ �f,. 3 �',»� C4 W� fA F tcl) 2 2 ° ��g °' °' �� 2.25q �'�• �� 19f00 �..� < . 18f00 N ���. �c �o. J A he AV gn _x 26 . ...... C2 3 21 MIN. 5 ' ( . - - -- - - - - -- ... ........ ...... {.. .............. .............. x......` - �/ ............. �o SAWCUT TO A NEAT, CLEAN FACE o Q DEMOLlT10N NOTES 1. DEMOLISH NORTH MEDIAN CURB FROM STA 16 +82.19 TO STA 20 +11.52. 2. DEMOLISH SOUTH MEDIAN CURB FROM STA 19 +5700 TO STA 20 +11.52. J. DEMOLISH MEDIAN CAP AND REMOVE MEDIAN TREES FROM STA 16 +82.19 TO STA 20+11.52. CONSTRUCTION NOTES CD CONSTRUCT 0.35' ASPHALT CONCRETE /0.40' AGGREGATE BASE /1.25' COMPACTED NA Tl VE SUBBASE. 20 CONSTRUCT TYPE 'M' MEDIAN CURB PER CITY OF BAKERSFIELD STANDARD ST -2. (3" HIGH TO MATCH EXISTING MEDIAN CURB.) OO CONSTRUCT MEDIAN CAP TO MA TCH EXISTING STAMPED CONCRETE FOR PATTERN AND COLOR. OO CONSTRUCT 6" THICK AC PA l/EMENT PATCH BETWEEN SAWCUT LINE AND NEW CONCRETE IMPRO l/EMENTS SAWCUT AS SHOWN UNLESS OTHERWISE DIRECTED BY CITY ENGINEER. Q5 CONSTRUCT STANDARD ONE - WA Y MEDIAN OPENING PER C. 0. B. STANDARD T -15. R6 -1R BONE WAY - RIGHT] R5 -1 (DO NOT ENTERJC 20 EXISTING MEDIAN ISLAND TYPE O(CA) MARKER PANORAMA OR/ VE T. /. = 70 R— VALUE = 40 1 N O ............ �I z p z 0 Q 0 N ........... z N Q _ Yl . :4 c < CUR I f r /fo, DEL TA cr._ ..W C1 1.50' 180'00'00" • o .............. z z O ............. z . opo 11.02' C3 60.00' 37'47'04 " ;!s I ;.'� I ;!s 1 1 ;!� EXISTING MEDIAN 'CURB CUR VE TABLE CUR I f RADIUS DEL TA LENGTH TANGENT C1 1.50' 180'00'00" 4.71 ' - C2 2.00' 37147104" 1.32 11.02' C3 60.00' 37'47'04 " 39.57' 19.93' C4 1.00' 180'00'00 3.14' - '��° � ^° oQ oQ o � o Z 0 2 h � m PANORAMA DRI VE EXISTING LANE LINE STRIPING 1 I . In NO TES: 1. ALL STA TIONING BASED ON CENTERLINE OF PANORAMA DR/ VE. SIGNAGE AND PA VEML _N T MARKI/VG NOTES 01 INSTALL DETAIL 38 STRIPE PER CAL TRANS STD. PLAN A20D. Q2 INSTALL TYPE 4 ARROW PER CAL TRANS STD. PLAN A20A. 03 INSTALL SIGN AS lNDICA TED PER CITY OF BAKERSFIELD STANDARD T -2. 19 ±00 � � � 187L 00 ............... ...................................... . ................. SIGNA GE AND PA CEMENT MARK /N6 EXISTING LANE LINE STRIPING 17*00: . W.. ..mss .... LEGEND Q CDWSIRUCT av NOTE -SEE SCHEDULE EXIS1NNG .9GN EXIS11NG 5 76W DENGJVAT101IV FURNISH AND INSTALL TRAFFIC SIGN PER C. D.B. STD. T -2 Rl-I [SWJ INSTALLED 570 OESIGVA NOW CAL TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE - w ENS11NG CENIFRLINE NEW STRIPING - SEE NOTES FOR CAL TRANS DETAILS EXISTING MEDIAN ISLAND N t.� t� , tit. ✓ � �+j°q '�' ',y/�"•��'� �:; Tt bLd �.y p... 1