Loading...
HomeMy WebLinkAbout6.1-17248 EEO 1 12 E ST lk4PR(DVEMENT IDLANS 14 13 16 ;$ 15 14 13 11 w � N 23 4 UFF SIT REET ❑Ca �e 19 � 20 21 22 23 24 tr coLLEG AVE. »a 5a 0� NILES � ST PINE STREET AND PALM STREET1:125 cr_ 25 35 FAPAno ST. 34 36 36 31 32 33 ENGINEER'S STATEMENT PROJECT BRUNDAGE LN. 58 BA E F ELD 58 THESE PLANS AND SPECIFICA TONS WERE PREPARED BY ME OR UNDER MY DIRECTION, AND TO 1 6 5 4 3 2 1 THE BEST OF MY KNOWLEDGE AND BELIEF COMPL Y WITH CITY OF BAKERSF/ELD ORDINANCES, SITE N ss MING AVE. Ery - STANDARDS RED AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER RENEW BOARD. ANY ERRORS, OMISSIONS OR OTHER WOLA IONS OF 2 11 12 7 FIF8_1 10 11 2 THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION 'J PLANZ ROAD MULLER SHALL BE CORRECTED. 5 14 13 18 17 VI CIN TI Y MAP j,-- --/ N. T.S. APPROVED BY- ROBERT T. SWANSON DA TE R. C.E. 43032 (EXP. 03/31 /18) BENCHMARK �m APPROVED BY- PUBLIC WORKS DIRECTOR NICOLAS FIDLER R. C.E. 61069 (EXP. 12/31/18) I -Lo l t REVIEWED BY.• TRAFFIC ENGINEER DA TE RYAN STARBUCK REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR NO TE.- 1. 24 HOUR INSPECTION N077CE - PRIOR TO 171E START OF ANY PHASE OF CONSIRUC770N, THE CITY CONS7RUC770N INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MA Y BE NOTIFIED A T (661) 326-3049. 2. COMPAC77ON 7EST N07F - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCA TON OF REQUIRED 7FSTS SHALL BE DE7FRM/NED BY THE CITY ENGINEER. Tom GENERAL NOTES.- 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LA TEST E0I770N, CAL 7RANS STANDARD PLANS AND SPECIFICA TONS, LA 7EST E01770N, AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONS 7RUC77ON WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMEN 75 SHALL BE IN ACCORDANCE WITH CITY OF BAKERSRELD DEVELOPMENT STANDARDS AND OTHER CITY ADOPTED POLICIES. J. ' THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTON. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSF/ELD FOR ANY WORK TO BE PERFORMED IN THE EX/STNG, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTMA7F FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTCE.• PRIOR TO THE START OF ANY PHASE OF C06157RUC770N, THE CITY 0007RUC770N INSPECTON SEC77ON SHALL BE GI VEN A T LEAST 24 HOURS NO77CE. THE SEC77ON MA Y BE NO77RED A T (66 1) 326-3049. 5. THE CONTRACTOR lS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA, AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONS7RUCTON. DO NOT SCALE DRAWINGS. ORITTEN DIMENSIONS ON THESE DRAWINGS SHALL HA lE PRECEDENCE OVER SCALED DIMENSIONS. SWANSON ENGINEERING, INC. MUST BE NO77F/ED OF ANY VA RIA 77ONS FROM THE DIMENSIONS ANO 0001 77ONS SHO ON BY THESE DRAWINGS. 6. EXIS77NG U77LITY 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 /S RESPONSIBLE FOR VERIFICA TON OF THE LOCA TON AND DEPTH OF ALL U77LI77ES PRIOR TO BEG/NN/NG ANY WORK. UNDERGROUND SERVICE ALERT SHALL BE CONTAC70 AT LEAST TWO WORKING DA YS PR/OR TO ANY CONSTRUC77ON OR EXCA VA TON (U. S. A. - 1-800-227-2600). 7. ANY EXIS77NG IMPROVEMENTS OR U77LI77ES THAT ARE REMOVED, DAMAGED, UNDERCUT BY CONTRACTOR'S OPERA TONS, OR DOES NOT MEET CURRENT STANDARDS SHALL BE REPAIRED OR REPLACED A T THE CONTRACTOR'S EXPENSE, AS DIRECTED BY 771E ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, lT IS THE RESPONSIBILITY OF 171E CONTRACTOR TO NO77FY THE ENG/NEER IMMEDIA 7FL Y PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MA 7FRIALS, TOOLS, EQUIPMENT, AND SUPERVISION NECESSARY FOR A COMPLE7F AND FUNC77ONAL PRODUCT 10. ALL WORK WHICH IS DEFEC77VE IN ITS CONS7RUCTON OR DEFICIENT /N ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICA TONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO ADDI 77ONAL COMPENSA77ON WILL BE ALLOWED FOR SUCH CORRECTON. 11. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RE -STAKING OR REMARKING SHALL BE A T THE EXPENSE OF THE CONTRACTOR. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE COND/TONS DURING THE COURSE OF 0007RUCTON OF THIS PROJECT, INCLUDING EROSION, SEDIMENTA WN, AND DUST CON7ROL PLAN, STORM WA7FR POLLU77ON PREVEN77ON PLAN 1MPLEMENTATON, AND THE SAFETY OF ALL PERSONS AND PROPERTY TNA T THIS REQUIREMENT SHALL APPL Y CON77NUOUSL Y AND NOT BE LIM17FD TO NORMAL WORKING HOURS; AND THAT THE CON7RACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNEC77ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CON7RACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICA TONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMI T A WRITTEN REQUEST FOR AN IN7FRPRETA 77ON OR A CORREC77ON THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT 14. MAXIMUM SLOPE RA TO FROM BACK OF SIDEWALK TO FACE OF WALL OR S7RUC7URE SHALL BE 4.-1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 21 AL 7FRNA 77VEL Y, THE CITY ENGINEER MA Y APPROVE CURBING BEHIND SIDEWALK OR OWER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 15. COMPAC77ON 7ESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCA WN OF REQUIRED TESTS SHALL BE DETFRMINED BY THE CITY ENGINEER. 16. SWANSON ENGINEERING, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF )NESE PLANS. ANY AND ALL CHANGES TO 7HESE PLANS MUST BE APPROVED /N WN/TNG BY SWANSON ENGINEERING, INC.. 17. THE CONTRACTOR /S RESPONSIBLE FOR PROVIDING TEMPORARY 7RAFFlC CONTROL AS D/RECIED BY 7HE CITY OF BAKERSRELD PUBLIC WORKS DEPARTMENT. KEY MAP SCALE. • 1 "=200' 12. PERMANENT TRAFFIC CONTROL SIGNING AND OWER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) SHALL BE INSTALLED PER PLANS APPROVED BY THE ENG/NEER. 13. RELA77VE COMPACTON OF NOT LESS THAN 95X SHALL BE OBTAINED FOR A MINIMUM DEPTH OF a5 FEET BELOW GRADING PLANE FOR THE ENTRE WIDTH OF PA VEMENT (LIP OF GUTTER TO UP OF GUTTER). IN A001ON, REL A77 kE COMPACTON OF NOT LESS THAN 95X SHALL BE OBTAINED FOR A MIN/MUM DEPTH OF T 0 FOOT BELOW RNISH 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 UP OF GUTTER Cl TY OF BAKERSFIELD STANDARD PLA TES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTAIN LATEST EDITON THEREOF, 10-26-89, UNLESS OTHERWISE NOTED) CITY STD. NO. DESCRIP77ON PROPOSED CITY STD. NO. DESCRIPTION ® ST -1 CURB AND GUTTER TYPE 'B" ® ST -10 CURB RAMP DETAILS ® ST 3 SIDEWALK ® ST -11 PA VEMENT PA TCHES ® ST -12 TRENCH BACKFILL & COMPACTION REQUIREMENTS ® ST -17 MAJOR STREET CROSS SEC17ONS ® T-30 MID BLOCK 7URNOUT DESIGN SWPPP NO TE.- IF THE PROJECT IS SUBJECT TO THE PRORSIONS OF THE NA77ONAL POLLUTANT DISCHARGE ELIM/NA77ON SYSTEM (NPDES) A "NO77CE OF INTENT" (NOl) TO COMPL Y WITH THE ]FRMS OF THE GENERAL PERMIT TO DISCHARGE STORM WA 75? ASSOCIATED WITH CONSIRUC77ON ACTV FTY (SHROB ORDER NO 2009-009-DWO AS AMENDED BY ORDER 2010-0014-DWO AND ORDER 2012-0006-DWY1) MUST BE RL ED WfTH 7HE STATE WATER RESOURCE CONTROL BOARD /N SACRAMENTO BEFORE THE BEGINNING OF ANY CONS 7RUC TON AC77VITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WA7ER POLLU77ON PREVEN77ON PLAN (SWPPP) BE PREPARED, CON77N000SL Y CARR/ED OUT, AND ALWAYS BE A VAILABLE FOR PUBLIC INSPEC77ON DURING NORMAL CONS7RUC77ON HOURS. ASPHALT CONCRETE PA WNG NOTES 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIRED) FOR LOCAL STREETS AND SHALL CONFORM TO 7HE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE;" OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2 PRIOR TO THE ADD/ADN OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHAL T CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SEC776N 39-2.02, "AGGREGA 7E, " OF THE STANDARD SPECIFICA77ONS FOR 3/" MAXIMUM, MEDIUM GRADING NO R.A.P. (RECLAIMED ASPHALT PAVEMENT) SHALL BE USED. J. ASPHAL T BINDER FOR TYPE A (MODIFIED) ASPHAL T CONCREIF AND TYPE B (MODIRED) ASPHALT CONCRE7F SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE D/RECiFD BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN. THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SE077ON 92-1.02(8), "GRADES," OF 7HE STANDARD SPECIRCA77ONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WIN THE MINERAL AGGREGATE SHALL BE DE7ERMINED BY THE CON7RACTOR IN ACCORDANCE WITH CAUFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY 771E CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO 771E START OF WORK, 771E CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY INSPECTOR'S REVIEW AND APPROVAL: A. A LIST OF AGGREGA TE AND ASPHAL T SOURCES B. DOCUMEN TA 77ON VERIFYING THAT THE AGGREGA7FS TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SEC77ON 39-2.02, "AGGREGATE; " OF THE STANDARD SPECIRCA 77ONS AND THESE SPECIAL PROVISIONS. MA TER/AL SIEVE ANAL YS/S AND SAND EQUI 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 DE7ERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS 'ON WHICH THE DESIGN IS BASED SHALL BE SUBMI77F0 WITH THE MIX DESIGN ALONG WITH 7HE THEORE77CAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DE7FRM/NED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET 7HE REQUIREMENTS OF SEC77ON 39-2.02, "AGGREGA 7E; " OF THE STANDARD SPECIRCA 77ONS AND 7HESE SPECIAL PROVISIONS IF 7HE DATA SUBMI77ED SHOW5 THAT THE MA7ERIAL5 ARE SUBS TA N 7 7A L L Y THE SAME AS WHEN THE DESIGN WAS PREPARED, 771E DESIGN MA Y BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOC/A 7E0 WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHAL T CONCRETE PAVEMENT IS TO CONFORM TO £X/STING PA VED SURFACES, THE EXISTING PA VEMENT SHALL BE SA WCUT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL 07HER REQUIREMENTS OF SEC77ON 39-4.01, "SUBGRADE, " OF 7HE STANDARD SPECIRCA 77ONS SHALL BE MET. 8. 771E AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC 7RAFFlC. CARE SHALL BE TAKEN TO A VaD 7RACK/NG BINDER MATERIAL ONTO THE EXIS77NG PAVEMENT SURFACE BEYOND THE LIMITS OF 000157RUC776N. 9. PAVING JOINTS SHALL MATCH STRIPE LOCA 77ONS UNLESS 0771ERNSE PERMITTED BY THE CITY INSPECTOR. IN7E'RSE07700 AND TAPERED SHOULDERS SHALL BE SURFACED AND GRADED AS DIRECTED BY THE CITY INSPECTOR. ADDIAONAL ASPHAL T CONCRETE SHALL BE PLACED A T ROAD CONNEC770NS AND PRI VA 7F DRIVES, WHERE SHOWN DN THE PLANS AND AS DIRECTED BY 7HE CITY INSPECTOR, AND HAND RAKED, IF NECESSARY, AND COMPAC45D TO FORM SMOOTH, TAPERED CONNEC77ONS WHERE INE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE' IS 0.15 FOOT OR LESS, PAWNG OPERA 77ONS SHALL BE CONDUCTED /N SUCH A MANNER THA T, A T 7HE END OF EACH M2RK SHIFT, 7HE LENGTH OF PA VEMENT ALONG 771E LONGITUDINAL DROP-OFF BE7WEN ADJACENT LANES IS NOT GREA IFR THAN THA T WHICH CAN BE SURFACED DURING 7XF FOLLOWING SHIFT OF NORMAL PA WING OPERA 7701VS. ADDI77ONAL ASPHAL T CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDI770NAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM 7EMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC 7RAFRC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FAaLlTA7E THE REMOVAL OF THE CONFORMS WHEN PAWNG OPERA 77ONS RESUME. WHERE 771E COMPAC7FD THICKNESS OF A LAYER OF ASPHAL T CONCRE7E IS MORE THAN a 15 FOOT, PA UNG OPERA 770NS SHALL BE CONDUCTED /N SUCH A MANNER THAT 771E LAYER OF ASPHALT CONCRETE /S PLACED ON ALL CON77G000S LANES OF THE TRAVELED WA Y BEFORE 771E LANES ARE OPENED TO PUBLIC TRAFFIC. A T 771£ END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LA }ER OF ASPHAL T CONCRETE ON ADJACENT LANES SHALL NOT BE GREA 7ER THAN 10 FEET. ADDIAONAL ASPHAL T CONCRETE SHALL BE PLACED ALONG THE 7RANSVERSE DROP-OFFS ON EACH LANE AND ALONG 7HE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES SUCH ADD1770NAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITA7F THE REMOVAL OF THE CONFORMS WHEN PAVING OPERA 77ONS RESUME. 10 ASPHALT CONCRE7F SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORE77CAL DENSITY AS DETERMINED BY ASTM 0-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CAUFORN/A TEST 375. 11. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREA IFR THAN 94 PERCENT OF THE MAX/MUM THEORE77CAL DENSITY, 7HE CONTRACTOR WILL BE ADVISED THA T THE REQUIRED RELA AVE COMPAC77ON IS NOT BE/NG A TTA/NED AND THAT THE MA IFR/ALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERA AGNS SHALL NOT CON77NUE UN77L THE CONTRACTOR HAS NOARED THE CITY ENGINEER OF THE AD IJS7MENT THAT WILL BE MADE /N ORDER TO MEET THE REQUIRED COMPACAON. IF ANY SUCCESSIVE TEST AFTER NOACE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRE7F REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATER/AL THAT MEETS THE /N -PLACE DENSITY REQUIREMENTS. 12. IF THE 7EST RESULTS FOR ANY LOT OF ASPHALT CONCRETE' INDICA 7F THAT THE RELA AVE COMPAC77ON /S EITHER LESS THAN 9OX OR MORE THAN 969 THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WIN MA7FRIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORREC77VE M2RK SHALL BE A T THE CONTRACTOR'S EXPENSE. 13. THE FIELD DENSITY OF COMPACTED ASPHAL T CONCRETE SHALL BE DETERMINED BY A. A PROPERL Y CALIBRA TED NUCLEAR ASPHAL T 7ES77NG DEVICE IN THE FIELD, OR B, ASTM D1186 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESANG ZINC S7FARA7F MAY BE SUBS777U7F0 WITH PARAfT7N. C. IN CASE OF DISPUTE, METHOD 18" SHALL BE USED. 14. IF THE FINISHED SURFACE OF THE ASPHAL T CONCRE7F DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, lT SHALL BE BROUGHT WITHIN TOLERANCE BY OTHER.- (1) ABRASIVE GRINDING WITH EQUIPMENT UAUZ/NG DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHAL T CONCRE7F OVERLA Y. THE METHOD WILL BE SELEC7FD BY THE CITY INSPECTOR. THE CORREC77VE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 15. /F ABRASIVE GRINDING /S USED TO BRING THE RNISHED SURFACE TO SPEC/RED SURFACE TOLERANCES, ADDIAONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGI711DINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE UNE OR PAVEMENT EDGE, AND THE TRANSVERSE UM/TS OF GRINDING ARE NORMAL TO 7HE PA VEMENT CEN7FRUNE. ALL GROUND AREAS SHALL BE NEA T RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO INE REQUIREMENTS IN THE RRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SEC77ON 42-2.02, "CON57RUC770N, " OF THE STANDARD SPECIRCA77ONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL RNISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENA ANG AGENT OR ASPHAL AC EMULSION AS DIRECTED BY THE CITY INSPECTOR. 16. BASE MATER/AL IN ALL CITY STREETS INCLUDING AR7FRIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL MEET THE SPECIRCA77ONS FOR CLASS 2 AGGREGATE BASE (CUT AGG BASE) CONFORM/NG TO SEC77ON 26 OF THE CAL TRANS STANDARD SPECIRCAAONS LATEST 01770N. AGGREGA IF BASE SHALL BE COMPACTED TO A MINIMUM OF 95X OF MAXIMUM DRY DENSITY. f7, THE PA V/NG CONTRACTOR SHALL GRADE THE PA VING AREAS TO THE FOLLOWING MOD/RED CAL 7RANS STANDARD SPECIRCA 77ON SEC77ON -19-1.03 IMMEDIA 7FL Y PRIOR TO PLACING SUBSEQUENT LA YERS OF MA 7FRIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING - A. WHEN ASPHALT CONCRE7F OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBGRADE OR BASE MA 7FRIAL (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 0.05 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. CHISELED "0' IN THE TOP OF CURB AT THE NORTHEAST RETURN OF DRACENA STREET AND 8EECH PER PALM STREET IMPROVEMENT PLANS RECORDED /N BK. 102 AT PG 19 /N 171E MKERSRELD DEPARTMENT OF PUBLIC WORKS. ELEVAAON =389.17' (USGS DATUM) BASIS OF BEARINGS THE BASIS OF BEAR/NGS FOR THIS SURVEY IS TAKEN FROM /N BETWEEN FOUND MONUMEMS AT THE IN7FRSEC770NS OF A" STREET AND DRACENA STREET, AND A" S7REET ANO PALM AVENUE HAVING A BEARING OF N 00.0000 E PER CHE57FR TRACT PLAT, DA7FD DECEMBER OF 1901 RECORDED IN 771E KERN COUNTY SURVEYORS OFRCE. ADDRESS 2516 PALM STREET, BAKERSRELD, CA 93304 007-302-14 lutilittlell t� NOT ALL UTILITIES WERE LOCATED BY THIS SURVEY AND SWANSON ENGINEERING, INC. ASSUMES NO RESPONSIBILITY FOR UNDERGROUND U77LMES OR FACILIAES NOT SHOWN OR FOR INFORMA770N OBTAINED FROM OUTSIDE SOURCES. UTILITY NOTE.- NOT ALL U77LI77ES WERE LOCA 71D ON THIS PLAN. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UNDERGROUND U77LI77ES OR FACILITES NOT SHOWN ON THESE PLANS, OR FOR INFORMA77ON OBTAINED FROM OUTSIDE SOURCES (UNDERGROUND LINES ARE SHOWN PER RECORD PLANS). CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITIES PRIOR TO GROUND DISTURBANCE TO VERIFY EXACT LOCA 77ON AND DEPTH OF ALL UNDERGROUND FACILITIES AND UTILITIES. USA 1-800-642-2444 NOTE: ALL WORK IN CITY R/W SHALL BE DONE UNDER AN OPEN S7REE7 PERMIT MATERIALS LIST ES77MATED QUANTTES, NOT TO BE USED FOR BIDDING PURPOSES. STREET IMPROVEMENTS CITY STREET IMPROVEMENT NOTES: 1. A.C. PAVING (0.49 29 TONS 2. CLlI AGG BASE (0.6) 23 CY 14. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM 771E CITY OF BAKERSRELD PUBLIC WORKS 1. ALL IMPROVEMENTS SHALL BE AS REQUIRED FOR TYPE A' SU80/VISIONS AND THE STA 1F OF CALIFORN/A 5. 7" CONC W114 0 24" O. C. DEPARTMENT FOR ANY WORK PERFORMED WITHIN EX/STNG, ACCEPTED S7PEET RIGHT OF WAY. UNLESS SECURED 6. 6" CURB BUS/NESS AND 7RANSPORTA7 7ON AGENCY DEPARTMENT OF TRA NSPORTA77ON STANDARD SPECIRCATONS, 7. 6" CURB & GUTIER 8Y AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S & 4" CONCRETE SIDEWALK CURRENT 01770N, AS MODIRED AND DETERMINED APPLICABLE BY THE DIRECTOR. 9. CONCRETE CROSS GUTTER ES77MATE FOR THE WORK PERFORMED WfTHIN THE RIGHT-OF-WAY SHALL BE POSED PRIOR TO ISSUANCE OF THE 2. ALL STREETS HA IE BEEN DESIGNED IN ACCORDANCE WITH THE 7RAFRC INDEX AS SHOWN ON THE TYPICAL 11. STREET SIGNS PERMIT. 12. DROP DOWN RAMP WITH ADA DOMES SEC77ON AND ON THE PLANS. 15. ALL EXISTING FA)LITES, INCLUDING BUT NOT LIMITED TO STRUCTURES, POLES, PIPELINES, CONDUCTS J. ANY LA YER OF "R" VALUE MATERIAL SPECIFIED IN THE TYP/CAL CROSS- SEC TON MA Y BE INCREASED IN CANALS, AND APPURTENANCES, WHICH ARE CONSIDERED TO BE OBSIRUCTONS 8Y THE CITY ENG/NEER, DEPTH PROVIDED THAT THE MA IFR/AL ABOVE THAT LA YER HAS NO LESS THAN THE MINIMUM THICKNESS SHALL BE REL 0CA7ED AT THE EXPENSE OF THE OWNER. SHOWN 16. STORM DRAINAGE SUMP SHALL NOT BE ALLOWED TO ACCEPT WATER UNIX SECURED 8Y PERMANENT 4. ASPHALT CONCRE7F SHALL BE TYPE A' AND SHALL CONFORM TO THE PROMS/ONS /N SECTON 37, FENCING OR /N THE CASE OF SHALLOW UNFENCED SUMPS NOT UN77L COMPLIANCE WITH DEPTH AND SIDE "ASPHALT CONCRETE" OF THE STANDARD SPECIRCA 77ONS AND THESE SPECIAL PROVISIONS. ASPHALT SLOPE CRITERIA AS SET BY THE CITY OF BAKERSRELD DEVELOPMENT STANDARDS, DIVISION FOUR. BINDER GRADE FOR ASPHALT CONCRETE SHALL 8E PG 64-10 AND SHALL CONFORM TO THE PROWS/ONS /N SEC77ON 92, "ASPHAL 7S " OF THE STANDARD SPECIRCA 770) ALL LA YERS OF TYPE A' ASPHAL T 17. ASPHAL T REJUVENA77NG AGENT SHALL BE APPLIED TO NEW ASPHAL T CONCRETE PA VFMENT, AS DIRECTED CONCRETE INCLUDING THE SURFACE LAYER SHALL CONFORM TO THE REQUIREMENTS FOR 3/4 -INCH BY THE ENG/NEER, IN ACCORDANCE WITH THE PROVISIONS IN SEC77ON 37 "BITUMINOUS SEALS" OF THE MAX/MUM, MED/UM GRADING, AS SPECIRED IN SEC WN 39-2.02, "AGGREGA TE, " OF THE STANDARD STANDARD SPECIRCA TONS AND THE STA TE DEPARTMENT OF TRANSPORTA TON'S STANDARD SPECIAL SPECIRCATONS. NO R.A.P. (RECLA/MED ASPHAL T PA VEMENT) SHALL BE USED PROVISIONS CURREN7L Y IN EFFECT. 5. LUMINARIES SHALL BE SOLID STA IF LIGHT EMIT77NG DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND 18. PAVEMENT GR/ND/NG /N ACCORDANCE WITH SEC77ON 42 OF 171E STANDARD SPECIRCA 77ONS SHALL BE SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT C.O.B. LED STREET LIGH77NG SPECIRCATONS PROVIDED AS DIRECTED 8Y THE ENGINEER WHERE NEW PAVEMENT MEETS EXISTNG PAVEMENT 6. ANY WORK WHICH AFFECTS ANY EXISTNG CITY MAINTAINED ROAD OR THE TRAFFIC THEREON SHALL BE 19. ALL FRAMES AND COVERS WITHIN THE ROADWAY SHALL BE RAISED TO RNISH GRADE PER STANDARD S -W2 & SW -6. COMPLETED WITHIN 20 WORKING DA YS FROM START OF WORK. 20. UNDERGROUND UTLITES INCLUDING SERVICES TO BE LOCA 7FD WITHIN RIGHT-OF-WAY SHALL BE INSTALLED 7. ELEVA7700 AND GRADES SHOWN ON THE PROF/LES ARE GU77FR FLOWLINES (INVERTS). PRIOR TO SURFACING THE STREET: 8. MAX/MUM PLUS GRADE TOLERANCE FOR A.B., A. S81 AND 0. G. SHALL BE 0.05 OF A FOOT. 21. U77LITY VAULTS INSTALLED /N SIDEWALK AREA SHALL HAVE NON-SKID SURFACESAIDS 9. INSTALL BLUE PA VEMENT MARKERS A T CENTERLINE FOR ALL RRE HYDRANT LOCA TONS. 22. NOTE FOR 95X COMPAC77ON FULL PA V EMENT SEC77ON TO A T LEAST 1.0 FT UNDER AND EACH SIDE OF 10. ANY PUBLIC FACILITES IN STREET RIGHT -OF -WA Y WITHIN THE PROPERTY FRONTAGE X -GUTTERS AND COMMERCIAL DRIVE APPROACHES WINCH ARE SUBSTANDARD OR DAMAGED WILL REQUIRE RECONS7RUC77ON OR REPAIR AS 23. NOTE TO STAMP AN S' INTOCURB FACE OVER EACH ':SEWER LATERAL DE7ERMINED BY THE CITY ENGINEER. N 24. PRIOR TO PAVING THE DESIGN ENGINEER FOR THIS PROJECT SHALL 6R/FY THAT CONDITONS REMAIN THE 11. PORTLAND CEMENT CONCRETE SHALL BE CLASS 3 UNLESS OTHERWISE INDICATED. ALL CONCRETE SHALL SAME AS SHOWN /N THE APPROVED PLANS. SHOULD CONDITONS BE CHANGED, A REVISED PLAN SHALL 8E N HA VF ALL EXPOSED SURFACES IKEA IED WITH A W�IITE PIGMENTED CURING COMPOUND (SEE BECTON SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING 90-7. D18 OF THE SID, SPECS.) AFTER RN/BRING. Cl TY OF BAKERSFIELD STANDARD PLA TES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTAIN LATEST EDITON THEREOF, 10-26-89, UNLESS OTHERWISE NOTED) CITY STD. NO. DESCRIP77ON PROPOSED CITY STD. NO. DESCRIPTION ® ST -1 CURB AND GUTTER TYPE 'B" ® ST -10 CURB RAMP DETAILS ® ST 3 SIDEWALK ® ST -11 PA VEMENT PA TCHES ® ST -12 TRENCH BACKFILL & COMPACTION REQUIREMENTS ® ST -17 MAJOR STREET CROSS SEC17ONS ® T-30 MID BLOCK 7URNOUT DESIGN SWPPP NO TE.- IF THE PROJECT IS SUBJECT TO THE PRORSIONS OF THE NA77ONAL POLLUTANT DISCHARGE ELIM/NA77ON SYSTEM (NPDES) A "NO77CE OF INTENT" (NOl) TO COMPL Y WITH THE ]FRMS OF THE GENERAL PERMIT TO DISCHARGE STORM WA 75? ASSOCIATED WITH CONSIRUC77ON ACTV FTY (SHROB ORDER NO 2009-009-DWO AS AMENDED BY ORDER 2010-0014-DWO AND ORDER 2012-0006-DWY1) MUST BE RL ED WfTH 7HE STATE WATER RESOURCE CONTROL BOARD /N SACRAMENTO BEFORE THE BEGINNING OF ANY CONS 7RUC TON AC77VITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WA7ER POLLU77ON PREVEN77ON PLAN (SWPPP) BE PREPARED, CON77N000SL Y CARR/ED OUT, AND ALWAYS BE A VAILABLE FOR PUBLIC INSPEC77ON DURING NORMAL CONS7RUC77ON HOURS. ASPHALT CONCRETE PA WNG NOTES 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIRED) FOR LOCAL STREETS AND SHALL CONFORM TO 7HE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE;" OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2 PRIOR TO THE ADD/ADN OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHAL T CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SEC776N 39-2.02, "AGGREGA 7E, " OF THE STANDARD SPECIFICA77ONS FOR 3/" MAXIMUM, MEDIUM GRADING NO R.A.P. (RECLAIMED ASPHALT PAVEMENT) SHALL BE USED. J. ASPHAL T BINDER FOR TYPE A (MODIFIED) ASPHAL T CONCREIF AND TYPE B (MODIRED) ASPHALT CONCRE7F SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE D/RECiFD BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN. THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SE077ON 92-1.02(8), "GRADES," OF 7HE STANDARD SPECIRCA77ONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WIN THE MINERAL AGGREGATE SHALL BE DE7ERMINED BY THE CON7RACTOR IN ACCORDANCE WITH CAUFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY 771E CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO 771E START OF WORK, 771E CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY INSPECTOR'S REVIEW AND APPROVAL: A. A LIST OF AGGREGA TE AND ASPHAL T SOURCES B. DOCUMEN TA 77ON VERIFYING THAT THE AGGREGA7FS TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SEC77ON 39-2.02, "AGGREGATE; " OF THE STANDARD SPECIRCA 77ONS AND THESE SPECIAL PROVISIONS. MA TER/AL SIEVE ANAL YS/S AND SAND EQUI 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 DE7ERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS 'ON WHICH THE DESIGN IS BASED SHALL BE SUBMI77F0 WITH THE MIX DESIGN ALONG WITH 7HE THEORE77CAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DE7FRM/NED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET 7HE REQUIREMENTS OF SEC77ON 39-2.02, "AGGREGA 7E; " OF THE STANDARD SPECIRCA 77ONS AND 7HESE SPECIAL PROVISIONS IF 7HE DATA SUBMI77ED SHOW5 THAT THE MA7ERIAL5 ARE SUBS TA N 7 7A L L Y THE SAME AS WHEN THE DESIGN WAS PREPARED, 771E DESIGN MA Y BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOC/A 7E0 WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHAL T CONCRETE PAVEMENT IS TO CONFORM TO £X/STING PA VED SURFACES, THE EXISTING PA VEMENT SHALL BE SA WCUT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL 07HER REQUIREMENTS OF SEC77ON 39-4.01, "SUBGRADE, " OF 7HE STANDARD SPECIRCA 77ONS SHALL BE MET. 8. 771E AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC 7RAFFlC. CARE SHALL BE TAKEN TO A VaD 7RACK/NG BINDER MATERIAL ONTO THE EXIS77NG PAVEMENT SURFACE BEYOND THE LIMITS OF 000157RUC776N. 9. PAVING JOINTS SHALL MATCH STRIPE LOCA 77ONS UNLESS 0771ERNSE PERMITTED BY THE CITY INSPECTOR. IN7E'RSE07700 AND TAPERED SHOULDERS SHALL BE SURFACED AND GRADED AS DIRECTED BY THE CITY INSPECTOR. ADDIAONAL ASPHAL T CONCRETE SHALL BE PLACED A T ROAD CONNEC770NS AND PRI VA 7F DRIVES, WHERE SHOWN DN THE PLANS AND AS DIRECTED BY 7HE CITY INSPECTOR, AND HAND RAKED, IF NECESSARY, AND COMPAC45D TO FORM SMOOTH, TAPERED CONNEC77ONS WHERE INE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE' IS 0.15 FOOT OR LESS, PAWNG OPERA 77ONS SHALL BE CONDUCTED /N SUCH A MANNER THA T, A T 7HE END OF EACH M2RK SHIFT, 7HE LENGTH OF PA VEMENT ALONG 771E LONGITUDINAL DROP-OFF BE7WEN ADJACENT LANES IS NOT GREA IFR THAN THA T WHICH CAN BE SURFACED DURING 7XF FOLLOWING SHIFT OF NORMAL PA WING OPERA 7701VS. ADDI77ONAL ASPHAL T CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDI770NAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM 7EMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC 7RAFRC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FAaLlTA7E THE REMOVAL OF THE CONFORMS WHEN PAWNG OPERA 77ONS RESUME. WHERE 771E COMPAC7FD THICKNESS OF A LAYER OF ASPHAL T CONCRE7E IS MORE THAN a 15 FOOT, PA UNG OPERA 770NS SHALL BE CONDUCTED /N SUCH A MANNER THAT 771E LAYER OF ASPHALT CONCRETE /S PLACED ON ALL CON77G000S LANES OF THE TRAVELED WA Y BEFORE 771E LANES ARE OPENED TO PUBLIC TRAFFIC. A T 771£ END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LA }ER OF ASPHAL T CONCRETE ON ADJACENT LANES SHALL NOT BE GREA 7ER THAN 10 FEET. ADDIAONAL ASPHAL T CONCRETE SHALL BE PLACED ALONG THE 7RANSVERSE DROP-OFFS ON EACH LANE AND ALONG 7HE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES SUCH ADD1770NAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITA7F THE REMOVAL OF THE CONFORMS WHEN PAVING OPERA 77ONS RESUME. 10 ASPHALT CONCRE7F SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORE77CAL DENSITY AS DETERMINED BY ASTM 0-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CAUFORN/A TEST 375. 11. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREA IFR THAN 94 PERCENT OF THE MAX/MUM THEORE77CAL DENSITY, 7HE CONTRACTOR WILL BE ADVISED THA T THE REQUIRED RELA AVE COMPAC77ON IS NOT BE/NG A TTA/NED AND THAT THE MA IFR/ALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERA AGNS SHALL NOT CON77NUE UN77L THE CONTRACTOR HAS NOARED THE CITY ENGINEER OF THE AD IJS7MENT THAT WILL BE MADE /N ORDER TO MEET THE REQUIRED COMPACAON. IF ANY SUCCESSIVE TEST AFTER NOACE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRE7F REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATER/AL THAT MEETS THE /N -PLACE DENSITY REQUIREMENTS. 12. IF THE 7EST RESULTS FOR ANY LOT OF ASPHALT CONCRETE' INDICA 7F THAT THE RELA AVE COMPAC77ON /S EITHER LESS THAN 9OX OR MORE THAN 969 THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WIN MA7FRIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORREC77VE M2RK SHALL BE A T THE CONTRACTOR'S EXPENSE. 13. THE FIELD DENSITY OF COMPACTED ASPHAL T CONCRETE SHALL BE DETERMINED BY A. A PROPERL Y CALIBRA TED NUCLEAR ASPHAL T 7ES77NG DEVICE IN THE FIELD, OR B, ASTM D1186 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESANG ZINC S7FARA7F MAY BE SUBS777U7F0 WITH PARAfT7N. C. IN CASE OF DISPUTE, METHOD 18" SHALL BE USED. 14. IF THE FINISHED SURFACE OF THE ASPHAL T CONCRE7F DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, lT SHALL BE BROUGHT WITHIN TOLERANCE BY OTHER.- (1) ABRASIVE GRINDING WITH EQUIPMENT UAUZ/NG DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHAL T CONCRE7F OVERLA Y. THE METHOD WILL BE SELEC7FD BY THE CITY INSPECTOR. THE CORREC77VE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 15. /F ABRASIVE GRINDING /S USED TO BRING THE RNISHED SURFACE TO SPEC/RED SURFACE TOLERANCES, ADDIAONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGI711DINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE UNE OR PAVEMENT EDGE, AND THE TRANSVERSE UM/TS OF GRINDING ARE NORMAL TO 7HE PA VEMENT CEN7FRUNE. ALL GROUND AREAS SHALL BE NEA T RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO INE REQUIREMENTS IN THE RRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SEC77ON 42-2.02, "CON57RUC770N, " OF THE STANDARD SPECIRCA77ONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL RNISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENA ANG AGENT OR ASPHAL AC EMULSION AS DIRECTED BY THE CITY INSPECTOR. 16. BASE MATER/AL IN ALL CITY STREETS INCLUDING AR7FRIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL MEET THE SPECIRCA77ONS FOR CLASS 2 AGGREGATE BASE (CUT AGG BASE) CONFORM/NG TO SEC77ON 26 OF THE CAL TRANS STANDARD SPECIRCAAONS LATEST 01770N. AGGREGA IF BASE SHALL BE COMPACTED TO A MINIMUM OF 95X OF MAXIMUM DRY DENSITY. f7, THE PA V/NG CONTRACTOR SHALL GRADE THE PA VING AREAS TO THE FOLLOWING MOD/RED CAL 7RANS STANDARD SPECIRCA 77ON SEC77ON -19-1.03 IMMEDIA 7FL Y PRIOR TO PLACING SUBSEQUENT LA YERS OF MA 7FRIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING - A. WHEN ASPHALT CONCRE7F OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBGRADE OR BASE MA 7FRIAL (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 0.05 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. CHISELED "0' IN THE TOP OF CURB AT THE NORTHEAST RETURN OF DRACENA STREET AND 8EECH PER PALM STREET IMPROVEMENT PLANS RECORDED /N BK. 102 AT PG 19 /N 171E MKERSRELD DEPARTMENT OF PUBLIC WORKS. ELEVAAON =389.17' (USGS DATUM) BASIS OF BEARINGS THE BASIS OF BEAR/NGS FOR THIS SURVEY IS TAKEN FROM /N BETWEEN FOUND MONUMEMS AT THE IN7FRSEC770NS OF A" STREET AND DRACENA STREET, AND A" S7REET ANO PALM AVENUE HAVING A BEARING OF N 00.0000 E PER CHE57FR TRACT PLAT, DA7FD DECEMBER OF 1901 RECORDED IN 771E KERN COUNTY SURVEYORS OFRCE. ADDRESS 2516 PALM STREET, BAKERSRELD, CA 93304 007-302-14 lutilittlell t� NOT ALL UTILITIES WERE LOCATED BY THIS SURVEY AND SWANSON ENGINEERING, INC. ASSUMES NO RESPONSIBILITY FOR UNDERGROUND U77LMES OR FACILIAES NOT SHOWN OR FOR INFORMA770N OBTAINED FROM OUTSIDE SOURCES. UTILITY NOTE.- NOT ALL U77LI77ES WERE LOCA 71D ON THIS PLAN. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UNDERGROUND U77LI77ES OR FACILITES NOT SHOWN ON THESE PLANS, OR FOR INFORMA77ON OBTAINED FROM OUTSIDE SOURCES (UNDERGROUND LINES ARE SHOWN PER RECORD PLANS). CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITIES PRIOR TO GROUND DISTURBANCE TO VERIFY EXACT LOCA 77ON AND DEPTH OF ALL UNDERGROUND FACILITIES AND UTILITIES. USA 1-800-642-2444 NOTE: ALL WORK IN CITY R/W SHALL BE DONE UNDER AN OPEN S7REE7 PERMIT MATERIALS LIST ES77MATED QUANTTES, NOT TO BE USED FOR BIDDING PURPOSES. STREET IMPROVEMENTS 1. A.C. PAVING (0.49 29 TONS 2. CLlI AGG BASE (0.6) 23 CY 3. SUBGRADE PREPARATON (1.00) 120 CY 4. SAWCUT 400 LF 5. 7" CONC W114 0 24" O. C. 1460 SF 6. 6" CURB 215 LF 7. 6" CURB & GUTIER 125 LF & 4" CONCRETE SIDEWALK 2150 SF 9. CONCRETE CROSS GUTTER 500 SF 10. CURB RAMP WITH ADA DOMES 1 EA 11. STREET SIGNS 1 EA 12. DROP DOWN RAMP WITH ADA DOMES 2 EA STREET LENGTHS 1. COLLECTOR (PALM ST.) 50 FT 1. LOCAL (PINE ST.) 350 FT. SHEE T INDEX sr1 CO VER SHEET sr2 PINE STREET- PLAN & PROFILE sT PALM STREET- PLAN & PROFILE m o W Z W N N N 4 0 U o o �o 0 Z o Q 0 10 0IG c.r o l 0 t... , .l i,. Y1 i/'A ... ...._....... •.r SET SCRIBED X ON C ELEV. = 396.5 ,,,, /. t rr ( tP, MATCH LINE SEE SHE ST -3 r~ ) STAM ST -11 ~�' - a oto PRaom afc 1` AM? LINE PA SANgUT ,3' BEYaVO G�7Vopw' y rG"x O L' r I Ira 14 e CL RADIUS LENGTH TANGENT rn o 30.00' _o r Qri N CIS Qy 2 2 96.35 FS* J99 11+78.12 h h � 96.35 11 +82.05 398 96.40 FS* 96.36 0 0 0 0 96.45 FS* 96.38 vQQ �QQ m W U 12+01.72 6397 I a F i 396 27.97' RT 96.55 FS* 96.43 10 0IG c.r o l 0 t... , .l i,. Y1 i/'A ... ...._....... •.r SET SCRIBED X ON C ELEV. = 396.5 ,,,, /. t rr ( tP, MATCH LINE SEE SHE ST -3 r~ ) STAM ST -11 ~�' - a oto PRaom afc 1` AM? LINE PA SANgUT ,3' BEYaVO G�7Vopw' y rG"x O L' r I Ira 14 e CL � U J Q co Q� Q D Q a Q co oS O of � N Q� U J ai U � W Z W Z Z W Z W Z Z Z LW<I- Q� QQ QQ �� QQ QQ SQ �Q W Q �Q Qd =QQQ (n c1� C� c1� ti Q cn co (1) W Lo ^�......`' � �ci � C�' I � I t,, � 7L� / 7 / C C (_r C.N ,s ( 1 C..,3 :" C.r1 4.)\r, Ci, i i� in 1, C.,, �~' •\ n'�� Com. / pp •Y V Y 0 J 0.00 �J �, N �?0 05 01 120. • 9 v �� x z� < <� GLV 00 05 O1 W 12 8 i ^ Q �-��, ,�. ,\ - , �� 1 �, :- - - - - - - - ? - "* - - - - mac.-r.� r,,.: `�+� . _ i _ 1 c.r a tr•.Y „ PIN STR ET A z _.......... L} _I - -_. n �k j iJtJ V U 1 ��' Ja �a v c'� - ( ^ \ c z� XG........_......._ ............... _ x C SET RED o r �o n • S v , ' cU "->' nC 2 �C �c -... 1�, �<> _ - E to 1 <,, t3 �' _ 1 ' __ - '• . �) C 9 r 'J� - , cC' v / J L Sll'CpmiLK a\' r, tCA V s>� �' <� c£ I _�� �3g �, _.. ' .. :: ............_.._...... ...,o........_....... _......__..... i ............._.._. x >> <> n :: ;; t �,�� i ..................... ..... 7.<,.. > 1t..< .. ................... a c� 1 I,:: t F - kS,C? \�:: f... .):: f . old _ �) f > , i 0: �7 �..C.rx C_rl 7TH �•.,� ...._.._....._.-.._._.-----............................. 1 tt \ J c� -.. G �� V � ...1't ..�Q -` C� � C � � : "\'VAC` '.c.la' '"_""-1..-.- �t�' �.r� �' �� s.�' '-•- --^-.� , � N R' ................................................ ��i7 tC? k ,l) C9 ,� V tC "� f�<:� vcJ '1`-'si L'S9 t� .� x' r \ l i; 1 ,,,C-ct` , x • . C.,•.. ....._........»...... )......... .... `�) CS, .. 1 ..._...__....._.._._._. ✓ (' , ,' i > t 1�............ .... ... .\................................................_........ ......:............ ...._......................_........................._ t„r tl �. iyr-:: n ...._CIJ....: " \ i tAl < ; b 1 t �.. . -a......:.C'''. 4.d"'. fir.. ' G�.i._._•. _._._. ...._ 6 . < ,_. 1 ti, , _..__ _ �.f ).__ . .... ................. : r?( .....»._._.___._ ....._._._._L._» ,1 --•v r h 5 '�i �' 1{ ` tt h t/ y ._._.».._........».__». v,-•. . ...._... tl ........_...... ......�iJ .....». _». - �s C3' '- --- �h,l _-• c3�1%. Y • '\., er 1' t1S vi Gt's, ... v v k Y .. C....... 1. 1 •1 `rn{� i' )' •" ��`J_' v Vt ��� �.. Yr`1 '�1r',; _ J C<�: Yv ... �........... ._�.� '^ �-- - r �W Y C °h \� r v C-53 Cly ti� n�) t 5, t 9 & �, i g �� \� b i3__� {O' L� c" c c� ` c G� "<s>> C,. `�' PINSTiRET ( `n "' ��1. CD `O z w '4 00 w `� 13+00 w 14+00 SPINE STREET 11 00 - ~ ti ------- I ----- - -- - -� _\7 - - --- - -- -13+34.96 --- - -- -- -- - ----- --- --- o c, "�- - - - - - - - - -x-- x x F x o- - �} X ` -x-}- - ---F - - - + fLOWi/NE , + 00'00'00" { 670.00' - - - - \ �-- `x - --- -� `'-� cx� 4 5 a PROPOSED RIGHT-OF-WAY SANWT 2 BA A� AS Q fLOWUNE x) T, �> �DTR MED BY MY AWECRW ter' - PER DOC. 00216176019 3 9 2 T3 sSx, s.S� (' r L•! Ci._ c> S ~h 1 CJT� l `� C3' c.>''� �� r � c7 � � � ',,. ,� ��J�''b' , t,4✓ � 4,� t CiG:sCSi . � � _,��ti) .0 cS'> 1 �K.J ✓ JC c-•' - C.0 s ) d .... _.w.wa...www.... w.(..., . .....-.. ..... .ww,p.. *7*w. ..s-7► .�+.7n .�. , L 1 .c cY Y -y ......................................... . ,.` T�1-"`•' , l 1 A 4 ~ .. , .. Y•... C� ,.% ' Q G . % 4 X 'N c t• t.Q• " 4. 1 is __,•• yy w •• r >G �•�, c. o �, .. �Q _i T3 v J.. \ Ky �..... gill - C.Sv Z f'• ♦,.7 A »•.-�._ �....�' w.a , °ori ';S, �yC', ['� t_J� v n ) •A ' y,. e , ' A LA r r! \ 'C.rt• ,O„J A oc . '� 'a. c Y" ra A 1..J .�..✓ . ofi .� -3'� \' ' �� A � '�� 1 t��• � •^ �, CL> _t cr•, \. ,! % 1 > . j \ Ae vy e L. \ O5 UP A -. no. �y \ ooi �' N�: co t �a ^ J 1- -q-�- �\A' -L ilN'y� J X L' rse- e- - - - - -- = - - '♦= Ait- -3- x ' _t�, A - i °o p . L A ° ` - L/ AG' PA �lf4G �t . �-' - - `\ 1 LJ' ♦ i 1.... ....._.�.... 4\`�..� C.�1!}... _ _.._ ...._ __ � _._ -. _..... ._ __ _ _ _ _ _ 1 4 � x -v \: %111 r c r �,+ ___.._.__. o, �� -P _.._... 7...... ..... A_ ......:...:... > . A a, >C X•. • _ __ mss-•-••__ ___ _ __ I \ C.0 C, -t .0 ,a ca c.,a S� ., o - 1. AF 00 587.50 ,.�• a U. 'A ) < �♦ J C C$. t 4 L o • o C L � •6.1.1 '> Cl ,. CJ "»ij, \, W J .� e. '• : > `[' •o p CY-r' \ CC c.0 c.S> �'.o LC, '_ , A '�` 4 P__, "O \• U) c,S>' sS>� .C,•' - cC -- -- �C e\ 4�- - --- ----Qi CSJ ---------- - �� -- `C -----_cS1------ c� ---- tt-^-+c �-. :- 5-{-LFPS tV-�- -----0 - -- -- __ _-_-�'i} -- - t.,'w s5� - -s} - --E�•�- _ -- -� 5- C>- - i�' -cTT- L' 1J� C L cc 's LN cs>. e� , ,r • , y �- CD a cr r T I o ,'3.75 $ l?0%I..il'1<� CA Tf_ e ' �a '�1t��i' , I , i t •C1a «. _� 1 C 1 1 e W C� _ _ _ _ _ _ _ ��' ' , Y . .,, rJ:. �R1 �,rl x �....... ::......., ii"r ' 3 cr c�a /j x x co .,.•/ `': •�' ,,~ `� t") !y --•� , I J' ! I cc ao e I _ fl ` Y. ::tCt :•S .~ �c> , C> J �' 1 cr t�c� mac.' `� c> =' �I�' �; �s> c0 , 'L}'O� : s.`� \ VENC � � .rt ,1 i i 1'+•t JI t •� A � .0 �&.s s> a: � X' tip} � e' .. `:J'• ,� `-' Ri h) � CL> �.J _........_ { ?� I ADQl110NAL) BIGHT--OF-WAY I \ E^ ,> e ! ._ .. �,_ .._. ::. -" s ... I : ; c; DIMINISHED RIGHT-OF-WAY PER = PER DOC. 00216176019� ) " ? LOT 3 BLOCK ThE » RESOLUTION OF INTENTION NO. 509 ;. Ef >' L i C.s {^yn� 'CHESTER ' 1 'f , .rl •' !' • : l • •+' . , ' C, Cr, , 1' TRACT' PLAT N THE Lr C - :r i • ?�; . '�'�: • r�- °. � KERN C SURVEYORS OFFICE /- ! •,: '�.� ;.; . Y • ',:'. ' �, LOT 2 OF BLOCK 15 OF TI -E o I ; ,' LOT LINE - Cj , 1 \ t >' ; .. 1 ... i ::r,;. I R C'; f i i j nL� ( ti r _ !_... ~i Cj c9 i ': lu :i 1 e,_. .1.. , • KERN COUNTY SURVEYOR'S OFFICE ..._...._...._............._........_.........»...._ .............: , . � �.:. C� TRACT' PLAT N THE t+ • j Dl WISHED RIGHT-OF-WAY PER �-,-i i (�= RESOL TION OF INTENTION NO. 509 1 `:_I '- I ; ;' i; x , . •. ' I t' x T / 1. 1� J > t YI 4t \ LIMl O GRADING �f........................... - ' ! �'f t5.� I nC}.� '�... I f`� !?�' A� ;"+��/�[��(,1 _m :�•►C.rt 'sz�, -.p{ ..2 Ili ' 4 e V rF.f '" ,m, i f=:, 7i A m •'�l 'V. •' . . . .. (STATION 10t27.53 TO 13f84.74) ":zL44- LL 0 (o W W 0 j Q v29 Z W RADIUS LENGTH TANGENT DEL TA Q, 30.00' _o r 30.00' �n CIS Qy 400 °° `o W 96.35 FS* J99 11+78.12 21.72' RT 96.38 FS* 96.35 11 +82.05 398 96.40 FS* 96.36 11+89.92 24.49' RT 96.45 FS* 96.38 11+97.78 26.38' RT 96.50 FS* 96.40 12+01.72 6397 96.52 FS* 96.41 396 27.97' RT 96.55 FS* 96.43 12+09.63 28.54' RT 96.57 FS* (E) TO OF PA VEMENT 0 CL 29.00' RT 96.58 FS* 96.45 6395 97.63 13+72.22 20.27' RT 96.97 FS* 96.97 97.64 13+76.20 J94 96.98 FS* 96.98 97.64 (E) TOP OF PA VE NT©CL - - - 393 ------ -- _ _ � U J Q co Q� Q D Q a Q co oS O of � N Q� U J ai U � W Z W Z Z W Z W Z Z Z LW<I- Q� QQ QQ �� QQ QQ SQ �Q W Q �Q Qd =QQQ (n c1� C� c1� ti Q cn co (1) W Lo ^�......`' � �ci � C�' I � I t,, � 7L� / 7 / C C (_r C.N ,s ( 1 C..,3 :" C.r1 4.)\r, Ci, i i� in 1, C.,, �~' •\ n'�� Com. / pp •Y V Y 0 J 0.00 �J �, N �?0 05 01 120. • 9 v �� x z� < <� GLV 00 05 O1 W 12 8 i ^ Q �-��, ,�. ,\ - , �� 1 �, :- - - - - - - - ? - "* - - - - mac.-r.� r,,.: `�+� . _ i _ 1 c.r a tr•.Y „ PIN STR ET A z _.......... L} _I - -_. n �k j iJtJ V U 1 ��' Ja �a v c'� - ( ^ \ c z� XG........_......._ ............... _ x C SET RED o r �o n • S v , ' cU "->' nC 2 �C �c -... 1�, �<> _ - E to 1 <,, t3 �' _ 1 ' __ - '• . �) C 9 r 'J� - , cC' v / J L Sll'CpmiLK a\' r, tCA V s>� �' <� c£ I _�� �3g �, _.. ' .. :: ............_.._...... ...,o........_....... _......__..... i ............._.._. x >> <> n :: ;; t �,�� i ..................... ..... 7.<,.. > 1t..< .. ................... a c� 1 I,:: t F - kS,C? \�:: f... .):: f . old _ �) f > , i 0: �7 �..C.rx C_rl 7TH �•.,� ...._.._....._.-.._._.-----............................. 1 tt \ J c� -.. G �� V � ...1't ..�Q -` C� � C � � : "\'VAC` '.c.la' '"_""-1..-.- �t�' �.r� �' �� s.�' '-•- --^-.� , � N R' ................................................ ��i7 tC? k ,l) C9 ,� V tC "� f�<:� vcJ '1`-'si L'S9 t� .� x' r \ l i; 1 ,,,C-ct` , x • . C.,•.. ....._........»...... )......... .... `�) CS, .. 1 ..._...__....._.._._._. ✓ (' , ,' i > t 1�............ .... ... .\................................................_........ ......:............ ...._......................_........................._ t„r tl �. iyr-:: n ...._CIJ....: " \ i tAl < ; b 1 t �.. . -a......:.C'''. 4.d"'. fir.. ' G�.i._._•. _._._. ...._ 6 . < ,_. 1 ti, , _..__ _ �.f ).__ . .... ................. : r?( .....»._._.___._ ....._._._._L._» ,1 --•v r h 5 '�i �' 1{ ` tt h t/ y ._._.».._........».__». v,-•. . ...._... tl ........_...... ......�iJ .....». _». - �s C3' '- --- �h,l _-• c3�1%. Y • '\., er 1' t1S vi Gt's, ... v v k Y .. C....... 1. 1 •1 `rn{� i' )' •" ��`J_' v Vt ��� �.. Yr`1 '�1r',; _ J C<�: Yv ... �........... ._�.� '^ �-- - r �W Y C °h \� r v C-53 Cly ti� n�) t 5, t 9 & �, i g �� \� b i3__� {O' L� c" c c� ` c G� "<s>> C,. `�' PINSTiRET ( `n "' ��1. CD `O z w '4 00 w `� 13+00 w 14+00 SPINE STREET 11 00 - ~ ti ------- I ----- - -- - -� _\7 - - --- - -- -13+34.96 --- - -- -- -- - ----- --- --- o c, "�- - - - - - - - - -x-- x x F x o- - �} X ` -x-}- - ---F - - - + fLOWi/NE , + 00'00'00" { 670.00' - - - - \ �-- `x - --- -� `'-� cx� 4 5 a PROPOSED RIGHT-OF-WAY SANWT 2 BA A� AS Q fLOWUNE x) T, �> �DTR MED BY MY AWECRW ter' - PER DOC. 00216176019 3 9 2 T3 sSx, s.S� (' r L•! Ci._ c> S ~h 1 CJT� l `� C3' c.>''� �� r � c7 � � � ',,. ,� ��J�''b' , t,4✓ � 4,� t CiG:sCSi . � � _,��ti) .0 cS'> 1 �K.J ✓ JC c-•' - C.0 s ) d .... _.w.wa...www.... w.(..., . .....-.. ..... .ww,p.. *7*w. ..s-7► .�+.7n .�. , L 1 .c cY Y -y ......................................... . ,.` T�1-"`•' , l 1 A 4 ~ .. , .. Y•... C� ,.% ' Q G . % 4 X 'N c t• t.Q• " 4. 1 is __,•• yy w •• r >G �•�, c. o �, .. �Q _i T3 v J.. \ Ky �..... gill - C.Sv Z f'• ♦,.7 A »•.-�._ �....�' w.a , °ori ';S, �yC', ['� t_J� v n ) •A ' y,. e , ' A LA r r! \ 'C.rt• ,O„J A oc . '� 'a. c Y" ra A 1..J .�..✓ . ofi .� -3'� \' ' �� A � '�� 1 t��• � •^ �, CL> _t cr•, \. ,! % 1 > . j \ Ae vy e L. \ O5 UP A -. no. �y \ ooi �' N�: co t �a ^ J 1- -q-�- �\A' -L ilN'y� J X L' rse- e- - - - - -- = - - '♦= Ait- -3- x ' _t�, A - i °o p . L A ° ` - L/ AG' PA �lf4G �t . �-' - - `\ 1 LJ' ♦ i 1.... ....._.�.... 4\`�..� C.�1!}... _ _.._ ...._ __ � _._ -. _..... ._ __ _ _ _ _ _ 1 4 � x -v \: %111 r c r �,+ ___.._.__. o, �� -P _.._... 7...... ..... A_ ......:...:... > . A a, >C X•. • _ __ mss-•-••__ ___ _ __ I \ C.0 C, -t .0 ,a ca c.,a S� ., o - 1. AF 00 587.50 ,.�• a U. 'A ) < �♦ J C C$. t 4 L o • o C L � •6.1.1 '> Cl ,. CJ "»ij, \, W J .� e. '• : > `[' •o p CY-r' \ CC c.0 c.S> �'.o LC, '_ , A '�` 4 P__, "O \• U) c,S>' sS>� .C,•' - cC -- -- �C e\ 4�- - --- ----Qi CSJ ---------- - �� -- `C -----_cS1------ c� ---- tt-^-+c �-. :- 5-{-LFPS tV-�- -----0 - -- -- __ _-_-�'i} -- - t.,'w s5� - -s} - --E�•�- _ -- -� 5- C>- - i�' -cTT- L' 1J� C L cc 's LN cs>. e� , ,r • , y �- CD a cr r T I o ,'3.75 $ l?0%I..il'1<� CA Tf_ e ' �a '�1t��i' , I , i t •C1a «. _� 1 C 1 1 e W C� _ _ _ _ _ _ _ ��' ' , Y . .,, rJ:. �R1 �,rl x �....... ::......., ii"r ' 3 cr c�a /j x x co .,.•/ `': •�' ,,~ `� t") !y --•� , I J' ! I cc ao e I _ fl ` Y. ::tCt :•S .~ �c> , C> J �' 1 cr t�c� mac.' `� c> =' �I�' �; �s> c0 , 'L}'O� : s.`� \ VENC � � .rt ,1 i i 1'+•t JI t •� A � .0 �&.s s> a: � X' tip} � e' .. `:J'• ,� `-' Ri h) � CL> �.J _........_ { ?� I ADQl110NAL) BIGHT--OF-WAY I \ E^ ,> e ! ._ .. �,_ .._. ::. -" s ... I : ; c; DIMINISHED RIGHT-OF-WAY PER = PER DOC. 00216176019� ) " ? LOT 3 BLOCK ThE » RESOLUTION OF INTENTION NO. 509 ;. Ef >' L i C.s {^yn� 'CHESTER ' 1 'f , .rl •' !' • : l • •+' . , ' C, Cr, , 1' TRACT' PLAT N THE Lr C - :r i • ?�; . '�'�: • r�- °. � KERN C SURVEYORS OFFICE /- ! •,: '�.� ;.; . Y • ',:'. ' �, LOT 2 OF BLOCK 15 OF TI -E o I ; ,' LOT LINE - Cj , 1 \ t >' ; .. 1 ... i ::r,;. I R C'; f i i j nL� ( ti r _ !_... ~i Cj c9 i ': lu :i 1 e,_. .1.. , • KERN COUNTY SURVEYOR'S OFFICE ..._...._...._............._........_.........»...._ .............: , . � �.:. C� TRACT' PLAT N THE t+ • j Dl WISHED RIGHT-OF-WAY PER �-,-i i (�= RESOL TION OF INTENTION NO. 509 1 `:_I '- I ; ;' i; x , . •. ' I t' x T / 1. 1� J > t YI 4t \ LIMl O GRADING �f........................... - ' ! �'f t5.� I nC}.� '�... I f`� !?�' A� ;"+��/�[��(,1 _m :�•►C.rt 'sz�, -.p{ ..2 Ili ' 4 e V rF.f '" ,m, i f=:, 7i A m •'�l 'V. •' . . . .. (STATION 10t27.53 TO 13f84.74) ":zL44- LL 0 (o W W 0 j Q v29 Z W /0*00 CONSTRUCAON NOTES• (D CONSTRUCT 6" CURB & GUTTER PER COB. PROPOSED STANDARD ST -1 O CONSTRUCT CURB RAMP PER COB. PROPOSED STANDARD ST -10 O CONSTRUCT BUS TURNOUT PER C.O.B. PROPOSED STANDARD T -3O 0 CONNECT TO CITY SEWER O ADJUST (E) U77LITY BOX TO NEW FINISHED GRADE, fZUSH WITH FS CONSTRUCT SIDEWALK PER C.O.B. STANDARD © ST -8 CONSTRUCT 6' WIDE V -GUTTER PER C.O.B. O PROPOSED STANDARD ST -9. MATCH EX/SANG fZOWUNE AND LIP ELEVATIONS AT SAWCUT. IN PATH OF TRAVEL MAINTAIN MAX 5X SLOPE IN DIRECADV OF TRA VEL AND MAX 2X CROSS SLOPE. TRANSIAON FROM 8" CURB TO 6" CURB O CONSTRUCT 8" CURB & GUT7FR PER C.O.B. PROPOSED STANDARD ST -1, SIM. RELOCATED "STUDENT XING' S70V INSTALL PER C.O.B. STANDARD T-2. REL OCA 7FD STREET SIGN SIGN. INSTALL PER 0 C.O.B. STANDARD T-2. 0 RELOCATED "NO PARK/NG' SIGN. INSTALL PER C 0 B STANDARD T-2 11+00 CURVE TABLE # RADIUS LENGTH TANGENT DEL TA CO 30.00' 47.12' 30.00' 90,00,01" 96.33 FS* 96.32 11+74.17 21.00' RT 96.35 FS* 96.33 11+78.12 21.72' RT 96.38 FS* 96.35 11 +82.05 22.59' RT 96.40 FS* 96.36 11+89.92 24.49' RT 96.45 FS* 96.38 11+97.78 26.38' RT 96.50 FS* 96.40 12+01.72 27.25' RT 96.52 FS* 96.41 12+05.67 27.97' RT 96.55 FS* 96.43 12+09.63 28.54' RT 96.57 FS* (E) TO OF PA VEMENT 0 CL 29.00' RT 96.58 FS* 96.45 96.95 97.63 13+72.22 20.27' RT 96.97 FS* 96.97 97.64 13+76.20 E TOP OF 96.98 FS* 96.98 97.64 (E) TOP OF PA VE NT©CL - - - _ -- ------ -- _ _ AVEMENT0CL N -_ ---__ __- --- -- -"-" EP ELEVA ON0SAWCUT N EP ELEVA TION SAWCUT - - - _._..» ......_ .._...... _.......... ....._......... 47.11'OF CURIE _-- --_" - EP ELEV TIONC�SAWCUT ----- -� --- ._-._---- ----- -""---- - -!--_ _ 0 3% Q.23% U. \\_E;(?S77NG 0.30 Q, .- I� ---- - -- - -- "-- A j FLOKINE _.. _.............................._.......... ......._ ......_..__.»......._._._......._.._._. _.._.... _.._--- _.........._.... _.._- - 0341 ; - - PRfX'OSED-FAST -ftOWfJIV - r� O .�•u 3 PROPOS AT CURB D CONC��, RETURN v ' m O Q PR' OSED EAST fZOWUNE PROPO EAST fZOWLINE _......__. _ _...___......._.._...__......_._._..._._____......_.__�..__ _ _ ID&ZAL POINTS (N) 4' SEWER LIME �o� 0.31 qo 395.9¢ � 955 28.96' /0*00 CONSTRUCAON NOTES• (D CONSTRUCT 6" CURB & GUTTER PER COB. PROPOSED STANDARD ST -1 O CONSTRUCT CURB RAMP PER COB. PROPOSED STANDARD ST -10 O CONSTRUCT BUS TURNOUT PER C.O.B. PROPOSED STANDARD T -3O 0 CONNECT TO CITY SEWER O ADJUST (E) U77LITY BOX TO NEW FINISHED GRADE, fZUSH WITH FS CONSTRUCT SIDEWALK PER C.O.B. STANDARD © ST -8 CONSTRUCT 6' WIDE V -GUTTER PER C.O.B. O PROPOSED STANDARD ST -9. MATCH EX/SANG fZOWUNE AND LIP ELEVATIONS AT SAWCUT. IN PATH OF TRAVEL MAINTAIN MAX 5X SLOPE IN DIRECADV OF TRA VEL AND MAX 2X CROSS SLOPE. TRANSIAON FROM 8" CURB TO 6" CURB O CONSTRUCT 8" CURB & GUT7FR PER C.O.B. PROPOSED STANDARD ST -1, SIM. RELOCATED "STUDENT XING' S70V INSTALL PER C.O.B. STANDARD T-2. REL OCA 7FD STREET SIGN SIGN. INSTALL PER 0 C.O.B. STANDARD T-2. 0 RELOCATED "NO PARK/NG' SIGN. INSTALL PER C 0 B STANDARD T-2 11+00 CURVE TABLE # RADIUS LENGTH TANGENT DEL TA CO 30.00' 47.12' 30.00' 90,00,01" TAPER DATA N0. O STA TION OFFSET FROM ELEVA TION" FL ELEVA TION 11+66.23 20.00' RT 96.31 FS* 96.31 11 +70.20 20.43' RT 96.33 FS* 96.32 11+74.17 21.00' RT 96.35 FS* 96.33 11+78.12 21.72' RT 96.38 FS* 96.35 11 +82.05 22.59' RT 96.40 FS* 96.36 11+89.92 24.49' RT 96.45 FS* 96.38 11+97.78 26.38' RT 96.50 FS* 96.40 12+01.72 27.25' RT 96.52 FS* 96.41 12+05.67 27.97' RT 96.55 FS* 96.43 12+09.63 28.54' RT 96.57 FS* 96.44 12+ 13.61 29.00' RT 96.58 FS* 96.45 * - FS ELEVA TION A T FACE OF CURB ** - ADD 300' TO ALL ELEVATIONS IN THIS TABLE VA' 12* 00 PINE STREET SCALE: HORIZONTAL - 7 " = 20' VERTICAL - 7" = 2' STA TION OFFSET FROM ELEVA TION" FL ELEVA TION TC ELEVATION 13+28.81 29.00' RT 96.95 FS* 96.82 97.45 13+32.78 28.44' RT 96.96 FS* 96.83 97.45 13+36.75 27.87' RT 96.97 FS* 96.85 97.46 13+40.70 27.14' RT 96.97 FS* 96.86 97.48 13+44.63 26.26' RT 96.97 FS* 96.87 97.50 13+52.50 24.36' RT 96.97 FS* 96.90 97.55 13+60.37 22.45' RT 96.97 FS* 96.93 97.59 13+64.30 21.58' RT 96.97 FS* 96.94 97.61 13+68.26 20.84' RT 96.97 FS* 96.95 97.63 13+72.22 20.27' RT 96.97 FS* 96.97 97.64 13+76.20 20.00' RT 96.98 FS* 96.98 97.64 CROSS GUTTER FL0KINE l i* 00 NEW 6" CURB (E) R/W REINFORFED LANDSCAPE _ CURB. SES' DETAIL A, ST2 NEW CONC -- SECTION A SCALE I"=5' 14+00 i DD177ONAL RIGHT-OF-WAY PER DOC. 1000216176019 I FG (Ej MclfrcuRB 1 ' 1 i 1 1 1 1 1jjjjj//. LEGEND. ABBREWA AONS• (E) EAIS77NG TYP. TYPICAL f FOUND BK. BOOK PG. PAGE C.O.K. COUNTY OF KERN C.O.B. CITY OF BAKERSFIELD CaVC CONCRETE A.C. ASPHALT PAVEMENT FG KNISH GRADE EP EDGE OF PAVEMENT TC TOP OF CURB fL fLOWUNE FF RNISHED fLOOR fp FINISHED PAD TP TOP OF PAVEMENT GB GRADE BREAK .................... / ,399 EXISANG FIRE HYDRANT EVSnNG POWER POLE EX/SANG STREET LIGHT FOUND MONUMENT EXISTING TRAFFIC SIGN EXISTING WATER VALVE EXIS77NG IRRIGA LION CONTROL VALVE EAIS77NG WA IER METER EAIS77NG ELECTRICAL PULLBOX EX/SANG SEWER CLEANOUT EXIS77NG SEWER MANHOLE EX/SANG STORM DRAIN UNE EXIS77NG RIBER OP77C UNE EXIS77NG WATER UNE EXIS77NG SEWER UNE EXIS77NG GAS UNE EXIS77NG fFNCELINE EXIS77NG ELECTRIC UNE EXIS17NG OVERHEAD ELECTRIC UNE EXIS77NG PROPERTY UNE EXISANG RIGHT - OF- WAY EX/SANG CURB & GUTTER 398• ° • ° � • a. MIN 4 �ONc� 2/ NAn .d ®90XAL 1397 7' cavc w/4 ®24~ o.c. '. 118-NAAVE ®95X 396 PINE ST. (LOCAL)- 0.40' A. C/0.50' 01 AGG. BASE/ 7n5 .. ... . .. 12 NA AVE COMPACTED TO 95X X1.7 0.70' A.0/1.00' CUl AGG. BAS/ .. .. ... PALM ST. (COLE.)- J94 12 NA AVE COMPACTED TO 95X 393 NO TE. ,392 LOCA L HAGGREETS PAVEMENT TO BE A MINIMUM OF 0.40' AC / 0.50' BASE COLLECTOR STREETS- PAVEMENT TO BE A MINIMUM OF 0.70' AC / 39, 1.00' CL 11 AGG BASE CONC. SIDEWALK ' NO TE. I CLASS '3' CONCRETE (5 1/2 SACK) I EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS EA. 15' POUR ON COMPACTED SUBGRADE A LANDSCAPE CURB ST2 J 11 VLL/l,1 )NT. PII m Q. W V w N N N ICK O 0 Q, A O .�•u m O Q ia 400 399 ,398 397 396 395 394 ,393 392 ,391 z i✓ATL;\ Ll."1 1 � (ElI5TOP SIGN— Is i > G Z• X 00 4 ' I� 39 -------------------� X �u6 yx . N90'00 00, Ey:98v f y.•. .. ..............._. -y..... fin.. ...._...._..- 1r ... ......................................... -:Jam•`, .,. ..`A� ..........................' ___!/i......_........ .�,,,•f�. -- ..................... p,s................. (.. „�. y..... n ., Y , 1l• • —... - v y _ .. JJC! —77 (ltRIf Y) W F- ! f- `= o � Z — — — Off• \� `L � yr � VJ 10100 1 W O 2 O o� �� "� II CE Q W (L) c•` ljl,; Jox f F = LOT 3 OF GLOM 15 OF TFE 'CHESTM TRACT PLAT N TM KM COMITY SURVEYOR'S OFFM { ,t ,. L PALM STREET (STATION 10f00.00 TO 13t84.74� ABBREVIATIONS.• (E) EXISTING 0 TYPICAL 50 fD. FOUND .._:................................................... CONC SK. BOOK j ASPHALT PAVEMENT N 9 ' "� 05.25' FG FINISH GRADE --- - - -// y"' -• J ...L.. EP TC EDGE OF PAVEMENT TAP OF CURB v FL FLOKINE EAIS77NG SEKER MANHOLE FLUSH CURB HEIGHT CURB TO FF FINISHED FLOOR `^ 4 ? -_� _._._ v� soh FINISHED PAD v �a�v JP TAP OF PAVEMENT A�..............s G8 � + E ACCESSIBLE DROP-DOWN CURB RAMP 96',�o OO OO PA CEMENT CL Z,—;tQ � 11 J Qtu ZQ 1.67" TO 2.,35' CENTER TO CENTER SPACING <(o n _ I 2' 121 1 6' PROPOSED C C ABBREVIATIONS.• (E) EXISTING TYR TYPICAL 50 fD. FOUND .._:................................................... CONC SK. BOOK 3u v� ` _ k-" PG. PAGE I/ -- C.O.K. COUNTY OF KERN ' f'x C.O.B. CITY OF BAKERSFIELD_::--:------------------........................................................U , 400 17, CONC CONCRETE EXISTING TRAFFIC SIGN A.C. ASPHALT PAVEMENT N 9 ' "� 05.25' FG FINISH GRADE --- - - -// y"' -• J ...L.. EP TC EDGE OF PAVEMENT TAP OF CURB © FL FLOKINE EAIS77NG SEKER MANHOLE FLUSH CURB HEIGHT CURB TO FF FINISHED FLOOR `^ 4 ? -_� _._._ fP FINISHED PAD ...............M JP TAP OF PAVEMENT A�..............s G8 GRADE BREAK + E ACCESSIBLE DROP-DOWN CURB RAMP 96',�o I BLOCK WALL PA CEMENT CL ST3 SLOPED CONC SIDEWALK 12f 00 ss - 10+00 NO TE: LOCAL STREETS - PAVEMENT TO BE A MINIMUM OF 0.40' AC / 0.50' CL 11 AGG BASE COLLECTOR STREETS- PAVEMENT TO BE A MINIMUM OF 0.70' AC / 1.00' CL H AGG BASE 11f00 PALM STREET SCA LE.• HORIZONTAL - 7 " = 20' VERTICAL - 7" = 2' 400 399 ,398 397 396 395 394 393 392 ,391 12* 00 LEGEND.• EXISTING FIRE HYDRANT I j EXISTING POKER POLE • j ;:�...................................... FOUND MONUMENT T EXISTING TRAFFIC SIGN Wv m EXISTING WATER VALVE ()IR EXISTING IRRIGA110N CONTROL VALVE 0 EXISTING WATER METER 4T.1fi' OF" lJR © EAIS77NG SEVER CLEANOUT ® EAIS77NG SEKER MANHOLE FLUSH CURB HEIGHT CURB TO � I (E) TOP OF T3 FLUSH CURB I PER C.O.B. PROPOSED STANDARD ST -27 NO1F� I SAWCUT 2 BACK ' OR AS DIRECTED BY (E) RIGHT 1. IRANS'TIONS fROM RAMPS TO WALKS GUTTERS OR STREETS WALL SHALL BE FLUSH AND FREE OF ABRUPT CHANGES E ACCESSIBLE DROP-DOWN CURB RAMP SAWCUT 2' BACK I I BLOCK WALL PA CEMENT CL ST3 SLOPED CONC SIDEWALK 116' 2' 11' 1.67" TO 2.,35' CENTER TO CENTER SPACING <(o n _ I 2' 121 1 6' PROPOSED C C NEW CONI WALL W OO O o 0.45" o TOP DIA. I (E) TOP F � o o o o.s" BASE DA SIDEWALK AT CURB RE N NOTES• EP ELEVA TION 1. DOMES ARE TO MEET ALL A.D.A. PA VEMENT 0 CL REQUIREMENTS W T...I X31 2. NO GLUE DOKN DOMES ARE TO BE :::1 l-•:.......:_. .. _, i —I �. NEW CURB - I- ._.--._ USED. PATCH PAVEMENT PER C.O.B. p SA WCUT RAISED TRUNCA TED DOME PA TERN (IN . - DETECTABLE WARNING SURFACE. r:.— — !i — !_ _ :_ _ ._ 2 TRUNCATED DOMES -._ : ,_..._... _._ _ _ _..._..........`...-__._...__.. il—l►I_II_II . _ --... i .... ...... ....J ...-.. t_..-. .....- -._.t ....- ...... _.... .... ...... ...... ..... ....... ...-.. f i . l•,, r (i I I ! �...-.-�.i-L�-L)-_..-i._ .l-. i 1. ; -SIT 1=((1iIIi 11f-111�ff-�Il- ITf rll!T �Ii_li(-�i1--!!I III II-_ — I— I -1T 11-1 I' I-1-1 I-1 - - - ...-.. ; NEW CURB & ST3 EXPANSION JOINT 0.2 I PROPOSED STANDARD ST -11 & ST -13 AT SIDEWALKS GUTTER 0.3 _..... — — WHERE OCCURS FINISH GRADE �- N - CONCRETE -•-_.__. .....� __.._._. _ _ _... 0. 5q N `- R=1/2" ° SECTION C v J JJ 7 7 'ACL. PINE STREET T.1. =4.5 9" 2 AGG BASE SCALE 1`5' N07F CLASS '3' CONCRETE (5 1/2 SACK) OG1' I, -VE 49.9)"' OF WEAKENED PLANE ✓TS EA. 15' POUR ON COMPACTED SUBGRADE 3 6" CONCRETE CURB T3 GUTTER �'LOWLINE PROPOSED NORTH fZONZ/NE D O I € j I i € � I i I 10+00 NO TE: LOCAL STREETS - PAVEMENT TO BE A MINIMUM OF 0.40' AC / 0.50' CL 11 AGG BASE COLLECTOR STREETS- PAVEMENT TO BE A MINIMUM OF 0.70' AC / 1.00' CL H AGG BASE 11f00 PALM STREET SCA LE.• HORIZONTAL - 7 " = 20' VERTICAL - 7" = 2' 400 399 ,398 397 396 395 394 393 392 ,391 12* 00 LEGEND.• .., ............. ............_..........•..................................... EXISTING FIRE HYDRANT -' EXISTING POKER POLE ....................................... W ......................................... EXIS77NG STREET LIGHT ;:�...................................... FOUND MONUMENT T EXISTING TRAFFIC SIGN Wv m EXISTING WATER VALVE ()IR EXISTING IRRIGA110N CONTROL VALVE 0 EXISTING WATER METER -••—••—••—••- EXIS77NG ELECTRICAL PULLBOX © EAIS77NG SEVER CLEANOUT ® EAIS77NG SEKER MANHOLE .., ............. ............_..........•..................................... EXIS17NG STORM DRAIN UNE -0 EXISTING RBER OP11C UNE ....................................... W ......................................... EXISTING WATER UNE ;:�...................................... EXISTING SEWER UNE 30.00' EXISTING GAS UNE ........................ _........... .... X ............... _........ ................ EXISTING fENCEUNE r l7 !... EXISTING ELECIRIC UNE f € E : EXIS77NG OVERHEAD ELECTRIC LINE -••—••—••—••- EXIS77NG PROPERTY LINE — - - - - — EXISTING RIGHT -OF WAY ... ............ _..____.___._..____-_-_--.___..._.-.._-- ..........................._................................. _.- ........................... _ EXISTING CURB & GUTTER v SEE ARCHITECTURAL. MIN. 4" • a a • CONC/ 12" NA77VE 0 9OX r TCWCW/14024'O.C. •',•• • .'. •'. ••1.` /18NATIVE 0 95X . .. • . • .. PINE ST. (LOCAL)- 0.40' A.0/0.50' CUI AGG. BASE/ ...... . .. 12 NA AVE COMPACTED TO 95X PALM ST. (COLL.)- 0.70' A. C/1.00' CLII AGG BASE/ 12 NA JIVE COMPACTED TO 95X CONSEX772V No1Fs O CONSTRUCT 6" CURB & GUTTER PER C.O.B. PROPOSED STANDARD ST -1 O CONSTRUCT CURB RAMP PER C.O.B. PROPOSED STANDARD ST -10 O CONSTRUCT 6' CROSS GUTTER PER C.O.B. PROPOSED STANDARD ST -9 (SIM). MATCH EAlSTING. 0 7RANSI77ON FROM 8' CURB TO 6' CURB CURVE TADLE # RADIUS LENGTH TANGENT DEL TA C� 30.00' 47.12' 30.00' 90'00'01 " TAPER CURB FROM 6" CURB 6" TO FLUSH PPE STREET 0 "° N 8.339 00 60 °0 0 OO.' 8.339' N z MAX °afl� o-oo- MAX Q 0 C3 FULL HEIGHT CURB FULL HEIGHT CURB TRANSITION FROM FULL FLUSH CURB HEIGHT CURB TO T3 FLUSH CURB (E) RIGHT-OF-WAY PER C.O.B. PROPOSED STANDARD ST -27 NO1F� I SAWCUT 2 BACK ' OR AS DIRECTED BY (E) RIGHT 1. IRANS'TIONS fROM RAMPS TO WALKS GUTTERS OR STREETS WALL SHALL BE FLUSH AND FREE OF ABRUPT CHANGES 7 ACCESSIBLE DROP-DOWN CURB RAMP SAWCUT 2' BACK I I BLOCK WALL CITY INSPECTOR ST3 SLOPED CONC SIDEWALK 116' 2' 11' 1.67" TO 2.,35' CENTER TO CENTER SPACING <(o n (o I 2' 121 1 6' 114' I I 4' 2' CONC NEW CONI WALL W OO O o 0.45" o TOP DIA. I PROPOSED STANDARD � T-30. 150 CONC SIDEWALK � o o o o.s" BASE DA SIDEWALK GUARDRAIL - - _ NOTES• 1. DOMES ARE TO MEET ALL A.D.A. _- T 3 O _.. REQUIREMENTS W T...I X31 2. NO GLUE DOKN DOMES ARE TO BE :::1 l-•:.......:_. .. _, i —I �. NEW CURB - I- ._.--._ USED. PATCH PAVEMENT PER C.O.B. _.:.� RAISED TRUNCA TED DOME PA TERN (IN . - DETECTABLE WARNING SURFACE. r:.— — !i — !_ _ :_ _ ._ 2 TRUNCATED DOMES -._ : ,_..._... _._ _ _ _..._..........`...-__._...__.. il—l►I_II_II . _ --... i .... ...... ....J ...-.. t_..-. .....- -._.t ....- ...... _.... .... ...... ...... ..... ....... ...-.. f i . l•,, r (i I I ! �...-.-�.i-L�-L)-_..-i._ .l-. i 1. ; -SIT 1=((1iIIi 11f-111�ff-�Il- ITf rll!T �Ii_li(-�i1--!!I III II-_ — I— I -1T 11-1 I' I-1-1 I-1 PROPOSED STANDARD ST -11 & ST -13 I ...-.. ; NEW CURB & ST3 EXPANSION JOINT CLASS 2 I PROPOSED STANDARD ST -11 & ST -13 AT SIDEWALKS GUTTER CONCRETE WALK, 6» WHERE OCCURS FINISH GRADE �- N - CONCRETE SCALE l'--5' N `- R=1/2" ° SECTION C v J JJ 7 7 'ACL. PINE STREET T.1. =4.5 9" 2 AGG BASE SCALE 1`5' N07F CLASS '3' CONCRETE (5 1/2 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE ✓TS EA. 15' POUR ON COMPACTED SUBGRADE 3 6" CONCRETE CURB T3 (E PINE STREET PPE STREET m PEDESTRIAN EASEMENT —��I 30' 30' TRASH ENCLOSURE F'�E STREET PER DOC. 1000216176019 NEW CONC SAWCUT 2' BACK I OR AS DIRECTED BY I (E) RIGHT-OF-WAY PER C.O.B. PROPOSED STANDARD ST -27 30 I (E) RIGHT-OF-WAY I SAWCUT 2 BACK ' OR AS DIRECTED BY (E) RIGHT -OF -WA Y ^�i WALL CITY INSPECTOR ( SAWCUT 2' BACK I I BLOCK WALL CITY INSPECTOR SLOPED CONC SIDEWALK 116' 2' 11' 6' 8' OR AS DIRECTED BY 116' CITY INSPECTOR I 2' 121 1 6' 114' I I 4' 2' CONC NEW CONI WALL W WALKWAY TURNOUT PER C.O.B. (E) PAVEMENT ( I _......_......__......_......._._....._.-........_....__...-_......._....._....._...__ i PROPOSED STANDARD � T-30. 150 CONC SIDEWALK i O PA VEMENT I TURNOUT PER C.O.B. CONC PROPOSED STANDARD SIDEWALK E PA I/EMENT I SIDEWALK GUARDRAIL - - _ . _ . _ . -. _ -- _- T 3 O _.. W T...I X31 .::I.-�. ,,,,, �• 111 ,:.:.i l.i.l:...,.. A T I I 1 – I•I-I-#,.-_I I-1 I — I I. (L... I• I_I IL.. •III. LL -..III IL. III. 11.;.- ��-_ �'_i_i�l; I :::1 l-•:.......:_. .. _, i —I �. NEW CURB - I- ._.--._ 1 5% x 1: u' f . f . - ;' . 1;-, III L... I•I•I .: PATCH PAVEMENT PER C.O.B. _.:.� . - i PROPOSED STANDARD ST 11 & ST 13 r:.— — !i — !_ _ :_ _ ._ 0.5 PCC, PATCH PAVEMENT PER C.O.B. -._ : ,_..._... _._ _ _ _..._..........`...-__._...__.. il—l►I_II_II . _ --... i .... ...... ....J ...-.. t_..-. .....- -._.t ....- ...... _.... .... ...... ...... ..... ....... ...-.. f i . l•,, r (i I I ! �...-.-�.i-L�-L)-_..-i._ .l-. i 1. ; -SIT 1=((1iIIi 11f-111�ff-�Il- ITf rll!T �Ii_li(-�i1--!!I III II-_ — I— I -1T 11-1 I' I-1-1 I-1 PROPOSED STANDARD ST -11 & ST -13 I ...-.. ; NEW CURB & CLASS 2 I PROPOSED STANDARD ST -11 & ST -13 . I - _ - _ ! - _ ' - -! - NEW CURB I GUTTER SECTION A N SCALE l'--5' SECTION 8 SECTION C PINE STREET T.1. =4.5 N SCALE 1n5' PINE STREET T. i. = 4.5 SCALE 1`5' PINE STREET T. 1. = 4.5 m Q. W z W N N N D O Q O W cp 4 Z m O a