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HomeMy WebLinkAbout5.1-11846 Ph 2 Record DrawingPHASE 20F PARCELMA No.1186 REVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CIN OF BAKERSFIELD DATE APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS FIDLER C 61069 BASIS OF BEARING: THE BEARING OF N 89°10'23" W SHOWN FOR THE CENTERLINE OF BRIMHALL ROAD PER PARCEL MAP No. 11846, P.M. BK. 58, PG. 4, WAS USED AS THE BASIS OF BEARINGS FOR THESE IMPROVEMENTS. BENCHMARK USED: TOP OF CONCRETE MONUMENT MARKED "LS 5565" AT THE CENTERLINE INTERSECTION OF BRIMHALL ROAD AND RIVER RANCH DRIVE. ELEVATION = 381.08 (U.S.G.S. DATUM) VICINITY MAP NO SCALE DATE BAKERSFIELD, CALIFORNIA RECORD EY.- FRED W. PORTER, ROE 33446 EXP. �f= DATE ATERIALS DIST ESTIMATED QUANTITIES FOR PLAN CENTERLINE DWY.— CHECK AND INSPECTION FEE CALCULATIONS. FL— W NOT TO BE USED FOR BIDDING PURPOSES. BEGIN CURB RETURN ECR— N PROJECT PI— POINT OF INTERSECTION COLLECTOR STREET (BRIMHALL ROAD) N Z SITE L.F. 0.35' A.C. /0.45' A.B. 702 Z BRIMHALL ROAD LOCAL STREET (BUCCANEER BAY) 219 L.F. 0.30' A.C./0.40' A.B. 4,198 w > w S.F. o 187 < cow 6" THICK DRIVE APPROACH 400 x aPRESIDO 4" THICK SIDEWALK 927 S.F. W WAY EA. oT r WHI E ROCK EA. TYPE III BARRICADE 1 a WHEEL CHAIR RAMPS 2 EA. rr 92 L.F. TRAFFIC CONTROL SIGNS 3 EA. STREET LIGHT (LED) 2 o °d FOX RUN TRAFFIC SIGNAL INTERCONNECT 380 L.F. G 18" STORM DRAIN COLUMBIA L.F. TYPE A CATCH BASINS 1 SCHOOL STANDARD MANHOLE 1 EA. WEST SIDE PARKWAY 1 EA. CROSS VALLEY CANAL 0 a KERN 0 — U STOCKDALE HIGHWAY VICINITY MAP NO SCALE DATE BAKERSFIELD, CALIFORNIA RECORD EY.- FRED W. PORTER, ROE 33446 EXP. �f= DATE ATERIALS DIST ESTIMATED QUANTITIES FOR PLAN CENTERLINE DWY.— CHECK AND INSPECTION FEE CALCULATIONS. FL— FLOWLINE NOT TO BE USED FOR BIDDING PURPOSES. BEGIN CURB RETURN ECR— STREETS PI— POINT OF INTERSECTION COLLECTOR STREET (BRIMHALL ROAD) 70 L.F. 0.35' A.C. /0.45' A.B. 702 S.F. LOCAL STREET (BUCCANEER BAY) 219 L.F. 0.30' A.C./0.40' A.B. 4,198 EVC— S.F. 6" CURB AND GUTTER 187 L.F. 6" THICK DRIVE APPROACH 400 S.F. 4" THICK SIDEWALK 927 S.F. SURVEY MONUMENT & ENCASEMENT 1 EA. METRO STREET NAME SIGNS 2 EA. TYPE III BARRICADE 1 EA. WHEEL CHAIR RAMPS 2 EA. SAWCUT 92 L.F. TRAFFIC CONTROL SIGNS 3 EA. STREET LIGHT (LED) 2 EA. TRAFFIC SIGNAL INTERCONNECT 380 L.F. STORM DRAIN 18" STORM DRAIN 43 L.F. TYPE A CATCH BASINS 1 EA. STANDARD MANHOLE 1 EA. TIE—TO EXISTING 1 EA. ABBREVIATION CL— CENTERLINE DWY.— DRIVEWAY FL— FLOWLINE BCR— BEGIN CURB RETURN ECR— END CURB RETURN PI— POINT OF INTERSECTION EC— END CURVE BC— BEGIN CURVE PIVC— POINT OF INTERSECTION VERTICAL CURVE POVC— POINT ON VERTICAL CURVE BVC— BEGIN VERTICAL CURVE EVC— END VERTICAL CURVE PRC— POINT OF REVERSE CURVATURE PCC— POINT OF COMPOUND CURVATURE POC— POINT ON CURVE GB— GRADE BREAK HP— HIGH POINT EX.— EXISTING f— APPROXIMATE EP— EDGE OF PAVEMENT LT/RT LEFT/RIGHT BGN BEGIN ESMT. EASEMENT OPEN STREET PERMIT NOTE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 140-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. CITY INSPECTION NOTE NO CITY INSPECTIONS SHALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS.) SHEET No. INDEX Qi TITLE SHEET O GENERAL NOTES, DETAILS, ROADSIDE SIGN & PAVEMENT DELINEATION NOTES O BUCCANEER BAY STREET PLAN & PROFILE KEY MAP LEGEND CX SHEET INDEX NUMBER ---- DIRECTION OF DRAINAGE O CONCRETE MONUMENT ,m, CB# CATCH BASIN w/NUMBER + "METRO" STREET NAME SIGN ® STORM DRAIN MANHOLE -�— TRAFFIC SIGN -U- INSTALL LED STREET LIGHT AS APPROVED BY CITY OF BAKERSFIELD Z ENGINEER INSTALL LED STREET LIGHT WITH NUMBER AS DIRECTED BY CITY OF BAKERSFIELD ENGINEER CL BRIMHALL ROAD — _ — —232FL _ EX. STORM DRAIN i=W CB#1 I PA�Ci✓L � � OI P. M' 1N10. 1 1 '3416 P. 4 - Go N M PARCEL MAP BOUNDARY--- PARCEL OUNDARY-- -PARCEL 14 P. ]\A. 1\10. 1 1 84 6 P.1m. Bl<. 5'3, P�_.I'. 4 I PARCEL 13 FAM. lelo. 1 1846 P.1m. 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B f<. 5 1, P te. 1 3 CL PRESIDIO WAY KEY MAP SCALE: 1'=100' 'N - ci U U- rn a U0 w 0 m an 0 J z�(Lz., wow< vwimwww W <-w m�z0�_ u--..z,z wazrzWw=O Wcn=wz�>�_ < F--OM_OZ-0,i2 z w w c U O _<=>0w MwF�z ca ¢zc0w�,Q W=Ow=wco0Q ZF-fO. _w8owat ira000wga�U)c� a O a F_ < - � = o ORZZW¢KIxo-!3:0� WYcV UQmU Uzz )WWW(0Z0o'6a0-000o00 ca wo w Z> o� Z 0 Q�-=pzWgZZLL 00Lij m W LL Z a U)F-J ZoO§a� azOQ QOU w= U 0 0 zawwLw woza OazaFw>aawnw omowF--ZWapO U z co n --O W WwOwL- a2aiQQVwtn2-O (A W = Z 0 U Z O U fA=UF--iww�2O oww=DZQgO0 9012DW mw 3: z - Z > O oO - 0¢Owfrw< -Z� Ix1- Lu iw3: w00 >¢ WOWiLzv>-co <U) puj0() 90ZZR W Q�a'w0�a>F- W W U O w Z tq y CO Ix w Z O0 �m z z- ��Zfn 0:J z w Q F- N Z Q O w mmN b - LJ < w Z w U • • Z LuW0IJi w— w M w Q Z Z U O Z~WQQ� O oocn� Z�m� Ld Qw xoz o LLJZQ�mL,,FU�� Lli aY Z 0 3: O Z m ~�O�a-> w 0 Op-iW0Um W— w W WWO �m�oF-oF_oF- Q ��0F-ZU(n V_ W w J Q� Z C5F=-<ZOOOUJ .. W m_ >ZOa" LL O U w F- 0 O Z Z W Q J J LLl o0 <LLj=EQm LiJ QaUQa0FW- z� zWXOO zottoOOox QW00Zl.,.,0 R aU U�Z L„J m>_ 00innc�o L`I�-ow=mofow �mUOF-000(r U s Z M �/W V) O ! W Z Nt M Q >> U �- U N N x :_ U) �` Z Y Q N W N M o2S Z O N W z N `v' w N� N O 1..` O O 0C14 r L i U) Q 0 � F_ CL Lu LL a Lu W ZZ°° Lu w a m W I`_a LL n w a U) z.jryw ¢w Z U) � } w > m�r U) I � �w W n W ~ � Z ~ H Q w U w U U) z O w a DATE 03/16/2015 PA JOB No. 2771A .,. SHEET °1 , I l - l li- y(.0 Pk Y OF 3 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4637, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF, CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIB E ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WO KING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 1 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMA13ED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GO ERNING AUTHORITY. I 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF HE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS,f00LS, EQ ; IPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUC . 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE IAND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. COB STREET IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH (T) OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS (T=1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 8• ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU. YD. OF CEMENT AND HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.50. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T-19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 15. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. COB ASPHALT CONCRETE PAVING NOTES 1• ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, -ASPHALT CONCRETE," OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92-1.02(8), "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A A LIST OF AGGREGATE AND ASPHALT SOURCES. B DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS - OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD:- IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, UNLESS OTHERWISE NOTED) CITY STD. NO. DESCRIPTION ® ST -1 CURB AND GUTTER (TYPE "A","B" AND "C") ❑ ST -2 COMMERCIAL DRIVEWAY ® ST -3 SIDEWALK ❑ ST -4 RESIDENCE DRIVEWAY ❑ ST -5 HOUSE NUMBER FOR CURBS ❑ ST -6 DATED 1/11/99 PAVEMENT PATCHES ❑ ST -7 CROSS -GUTTERS ❑ ST -8 26 INCH PART CIRCLE CULVERT ® ST -9 STREET SPECIFICATIONS ® ST -10 STREET SECTIONS ❑ ST -10A - STREET SECTIONS ® ST -11 STREET CROSS SECTIONS ❑ ST -12 ALLEY CROSS SECTION ® ST -13 SURVEY MONUMENT ® ST -14 "STREET LIGHT, MAST ARM TYPE ❑ ST -15 CUL-DE-SACS ❑ ST -16 STREET KNUCKLE "FIBERGLASS STREET LIGHTS NOT ALLOWED U O UO ww o co Z U Z w O W F co m= Z w w f- O ISI m zV�zwz0 'w C6 Oz'wC6 moa CITY STD. NO. DESCRIPTION z_- -00 r Z m LL ® T-1 STREET W z O w Y LZL1 to U z� 0~ �' o LL o Fl ST -17 WIDE CROSS --GUTTER ��w�Zzt-owl ❑ ST -2 DATED „M, » � 6/2/99 MEDIAN CURBS (TYPE ,» M-1 AND M -2») LY�O�w�mc�� wz o zaa a a FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS AND ARE PER z..�3U� pmw alr0 �2'UQ U ® ST -19 HANDICAP RAMPS Z z 0 a W2,6- 0 ❑ ST -20 PRIVATE STREET GATES S2530mOp-3pa- o W z W W W� rn o m ON a �~ 0o�mo0w ❑ ST -21 REFUSE CONTAINER PAD o o Z o Z Ln 3 a W 0 (� N Z U) Q a ST -22 DATED 1/11/99 TRENCH BACKFILL AND COMPACTION REQUIREMENTS z�oW�Wa0ao a w g a T 6 o U a ❑ D-10 SIDEWALK UNDERDRAIN Z0w.C")Tt 8zQ o a o T W o o Z o ozs wami o ry 6 T U 6 t z w Q p LL ❑ D-11 DRAINAGE BASIN iyI-9mw 0z nln2 v z o W W w O W li C) a U w U U Z a O ®co D-14 CATCH -BASIN, TYPE "A" �- z o w oo a m_ ❑ D-15 CATCH -BASIN, TYPE "A-1" _ J w w M. o c�mw ==zaQoo azo=>o 0c G ® D-16 GUTTER DEPRESSIONS w 0 z »B" OtYF-6wwco w a co Q 0 zFn >� co ® D-18 STANDARD MANHOLE TYPE CO 0w0L)z-ixw azBwwc�30- 171 SW -4 ., » MANHOLE, TYPE A WITH DROP CONNECTION Vowz cn>-co = _ sQx s o a4 w F-t_a0-l_00lr�E- ❑ SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ® T-1 STREET SIGN, POST TYPE ❑ T--3 MAJOR COLLECTOR TRANSITION ❑ T-12 MINIMUM ACCESS DESIGN THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS AND ARE PER THE "PROPOSED" CITY OF BAKERSFIELD DESIGN MANUAL. N T-34 DATED 09/99 TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES ® ST -5 DATED 9/1/10 COMBINATION COMMERCIAL DRIVE APPROACH TYPE "B" m ON a WITH COMBINATION SIDEWALK CALTRANS STANDARD PLANS 1. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN DESCRIPTION ® A88A CURB RAMP DETAILS (CASE "A") COB STORM DRAIN NOTES 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. COB TRENCHING NATES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT-OF-WAY SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. ROADSIDE SIGN & PAVEMENT DELINEATION NOTES 1, TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. W© lv� U Z _ o 0 0 M rn � w U) VJO { W z o� `F'- N x Q > Lu m ON a U- V J (� N Z U) ? 16 w m C M _ LU cr) LLJCV-LL ozs wami o ry L N Z ++ M W o W C) a o 0 0 CL lv� (5W O z Q w z w CD U) z 0 0 w w x w Lu m Z w w M _ LLJCV-LL ry x o LL a o a (5W O z Q w z w CD U) z 0 w DATE 03/16/2015 PA JOB No. 2771A SHEET 11 2 OF 3 SHEETS • CA P.M. BDRY PARCEL 15 PARCEL 1 P.M. No. 11846 P.M. No. 96317 R 30' /W 3' WIDE FL CUT SLOPE AREA AGREEMENT 0' TO 20' 10' I EX. GROUND 6.125' I 2' TYP. 2-"q� 2% * SEE C.O.B. STD, DWG. 2:1 MAX. ST -11 FOR SLOPE PARAMETERS COMPACT UNDER CURB, SEE PLAN VIEW FOR GRADE LINE GUTTER AND SIDEWALK (TYP.) STRUCTURAL SECTIONS 6" MIN. TO 90% MAX. DENSITY. 6" TYPE "B" CURB & GUTTER W/ 5.5' WIDE SIDEWALK 30' RIGHT—OF—WAY o) Iq 0 00 u_ w m U z N 0 00 r� LL. W x ul 12111110 CONSTRUCT 431 L.F. 18" EX. 18" CL -3 RCP CL -3 RCP w/RGJ STORM DRAIN STORM DRAIN 0 0.51% 3'-8" 18" INV E -W= 375.82± 18" INV N= 376.12 NOTE- VERIFY EXISTING LOCATION AND 18" INV S= ELEVATION IN FIELD, PRIOR TO CONSTRUCTION 375.90 AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. STORM DRAIN SECTION n, N.T.S. U m S� 10% MAX. �`SOo oo F r, r lyyo�so� G� c Alv t� F �F SFF s� A! qti NOTE: THIS DETAIL IS FOR REFERENCE ONLY, CONTRACTOR SHALL FOLLOW AND MEET ALL A.D.A. STANDARDS AS SHOWN ON CALTRANS STD. PLAN RSP A88A. R=20' OR 30' Sg 010 11 9� 9,y S ECR _ o�ti�oF 00 ih WHEELCHAIR RAMP DETAIL NO SCALE 6.125' CONSTRUCTION NOTES & LEGEND Q1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. ❑2 CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -3. ❑3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A" (SEE WHEELCHAIR RAMP DETAIL THIS SHEET). ® CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 m INSTALL 380 L.F. OF TRAFFIC SIGNAL INTERCONNECT CONDUIT AND PULL BOXES (BEHIND EXISTING SIDEWALK) ACROSS PARCEL 15 AND PARCEL C OF PARCEL MAP No. 11846 PER C.O.B. STD. DWG. T-34. © CONSTRUCT STANDARD COMBINATION COMMERCIAL DRIVE APPROACH TYPE "B" WITH COMBINATION SIDEWALK PER PROPOSED C.O.. STD. DWG. ST -5 DATED 9/1/10. C]7 SAWCUT TO NEAT, CLEAN VERTICAL FACE AND MATCH EXISTING A.C. ELEVATIONS, THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. ® DEMOLISH AND REMOVE EXISTING DRIVE APPROACH, CURB, GUTTER, SIDEWALK AND EXISTING A.G. WITHIN BRIMHALL ROAD IMPROVII EMENT AREA PRIOR TO ROAD CONSTRUCTION. [9 INSTALL "METRO" STREET NAME SIGN PER C.1 B. STD. DWG. T-1. 10 INSTALL "R1-1" STOP SIGN WITH 12" WIDE LIMIT LINE. ail INSTALL R26 (CA) "NO PARKING" SIGN PERC.O.B. STD. DWG. T-19. 12 MATCH EXISTING PAVEMENT SECTION IN BRIMHALL ROAD PER "CITY OF BAKERSFIELD PLANS FOR ROADWAY WIDENING AND SIGNAL MODIFICATION FOR BRIMHALL ROAD FROM WINDSONG STREET TO COFFEE ROAD" DATED 12/13/01 0.35 A.G. PAVING OVER 0.45 CLASS 11 A.B., OR AS DIRECTED BY CITY OF BAKERSFIELD E GINEER). _ LLI I r J 06 p OC=Fl- 9 n U N p Z PARCEL 1 P. M IN � 1 1 a4 � PARCEL LINE, TYP. U -)m P. NJ, BK. 53, PG. t1 dam- U + z to STREET R/W DEDICATION TO THE C.O.B. m PER DOC. No. 0208180163, O.R. PARCEL MAP BOUNDARY ---382.0------ 17 13 40 32H 8 - - RIGHT-OF-WAY - CENTERLINE DELTA PROPOSED STORM DRAIN (D !Fy -'� - - - PROPOSED EDGE OF PAVEMENT (Jj CONSTRUCT SURVEY MONUMENT ENCASEMENT PER R26(CA) - NO PARKING ANYTIME C.O.B. STD. DWG. ST -13. — GAS — EXISTING GAS MAIN - -S- - EXISTING SEWER MAIN OHE EXISTING OVERHEAD UTILITY LINE R=20' OR 30' Sg 010 11 9� 9,y S ECR _ o�ti�oF 00 ih WHEELCHAIR RAMP DETAIL NO SCALE 6.125' CONSTRUCTION NOTES & LEGEND Q1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. ❑2 CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -3. ❑3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A" (SEE WHEELCHAIR RAMP DETAIL THIS SHEET). ® CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 m INSTALL 380 L.F. OF TRAFFIC SIGNAL INTERCONNECT CONDUIT AND PULL BOXES (BEHIND EXISTING SIDEWALK) ACROSS PARCEL 15 AND PARCEL C OF PARCEL MAP No. 11846 PER C.O.B. STD. DWG. T-34. © CONSTRUCT STANDARD COMBINATION COMMERCIAL DRIVE APPROACH TYPE "B" WITH COMBINATION SIDEWALK PER PROPOSED C.O.. STD. DWG. ST -5 DATED 9/1/10. C]7 SAWCUT TO NEAT, CLEAN VERTICAL FACE AND MATCH EXISTING A.C. ELEVATIONS, THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. ® DEMOLISH AND REMOVE EXISTING DRIVE APPROACH, CURB, GUTTER, SIDEWALK AND EXISTING A.G. WITHIN BRIMHALL ROAD IMPROVII EMENT AREA PRIOR TO ROAD CONSTRUCTION. [9 INSTALL "METRO" STREET NAME SIGN PER C.1 B. STD. DWG. T-1. 10 INSTALL "R1-1" STOP SIGN WITH 12" WIDE LIMIT LINE. ail INSTALL R26 (CA) "NO PARKING" SIGN PERC.O.B. STD. DWG. T-19. 12 MATCH EXISTING PAVEMENT SECTION IN BRIMHALL ROAD PER "CITY OF BAKERSFIELD PLANS FOR ROADWAY WIDENING AND SIGNAL MODIFICATION FOR BRIMHALL ROAD FROM WINDSONG STREET TO COFFEE ROAD" DATED 12/13/01 0.35 A.G. PAVING OVER 0.45 CLASS 11 A.B., OR AS DIRECTED BY CITY OF BAKERSFIELD E GINEER). _ LLI I r J 06 p OC=Fl- 9 n U N p Z PARCEL 1 P. M IN � 1 1 a4 � PARCEL LINE, TYP. U -)m P. NJ, BK. 53, PG. t1 dam- U + z to STREET R/W DEDICATION TO THE C.O.B. m PER DOC. No. 0208180163, O.R. PARCEL MAP BOUNDARY ---382.0------ 17 13 40 32H 8 - - RIGHT-OF-WAY - CENTERLINE DELTA PROPOSED STORM DRAIN (D PROPOSED STORM DRAIN MANHOLE -'� - - - PROPOSED EDGE OF PAVEMENT (Jj CONSTRUCT SURVEY MONUMENT ENCASEMENT PER R26(CA) - NO PARKING ANYTIME C.O.B. STD. DWG. ST -13. — GAS — EXISTING GAS MAIN - -S- - EXISTING SEWER MAIN OHE EXISTING OVERHEAD UTILITY LINE `a-> EXISTING UTILITY POLE R/W RIGHT-OF-WAY -�- OR + SIGN LOCATION -O- INSTALL LED STREET LIGHT AS APPROVED BY CITY ENGINEER. J O z O m O U 04 r` PARCEL 15 N P, IM. I\1o. 1 1 346 P.M. BK. J 3, PG. zi 000 / / / 11 0 // 4 jr 1 1) 1 F-F-n4F-0mw<2 U W / J U SIGN CODES n Q o w wO cn Ca J DELTA Z�c°nw wzLL-w'►Q- wwT2wWQ�o OM1 -3 ^- YELLOW DIAMOND OBJECT MARKER w J o �R 4 o a SNS -METRO - METRO STREET NAME SIGN f-zZ. 00 z w Zo���� R1-1 - STOP SIGN zww�vz R26(CA) - NO PARKING ANYTIME gwF w=10 vw LLm Z W31 (CA) - END 2FO_wapt§ � a o o z 0 0 z NOTE: SIGN CODES ARE FEDERAL CODES z Z o -U UNLESS OTHERWISE INDICATED BY (CA). �oiZ INDICATES CALIFORNIA CODES. • ;m(CA) CA viw, p= az NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL Q = 4 o o m VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. o o Q W W Z o a SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE Z � o w o w a o o o> SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. a W p a w F_: 2 5"a . . . . . . . 382 Ow oaza�w>Q0<)OC PROFILE W RIVER RANCH DRIVE U� zw?i►QZaO �ZomwI ulZZr, — • w w O w nw�ai>¢Uwwn o nwam'z-<8zo- W ~ L0 wa O z~o a o o Q- wU w>J xR'��F- L0 L0 c9cnwxnzQaOn ZOxU[nwx �W{... + �QO�>OJO�(nF �OC��wwai��m N 00 wan0z_�cnmQW z `- 0c'U) (?�ZzXLu Ld 0 F_ Y awa�w5 aym wwUOwz >. U) xxTw=0 OWZD jr 1 1) 1 F-F-n4F-0mw<2 U W / J a�PROEl" POSED EDGE o & 2 m 2 r_ - _ — — _ ._. _� -"� OF PAVEMENT N / '-f EX. 2" IRON PIPE WITH REDWOOD HUB AND PENNY TAG MARKED "R.C.E. 33448" INSTALL TYPE III BARRICADE WITH (2) OM1 -3 (1) W31 (CA) PARCEL 3 P.M. NJo. 9630 P, INA, BK. 51 , PG. 1 3 N o \ \ 18 / / S 00'40'19" W 19 N Al 4/ 3' WIDE CUT SLOPE��'382.0 t AREA AGREEMENT e 15' WIDE STORM DRAIN --=-::_ ESMT. PER PM. No. 11846 PARCEL 1 STREET R/W DEDICATION PER P M NJ J 53rJ DOC. No. 0215017265, O.R. P, VJ, BK. 51, FC -1 13 m BUCCANEER BAY STREET CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl / 46.24' 88'19'11" 29.13' C2 20.00' 32.07' o 20.66' 0 U. 0 384 ............... 0 384 m a CA PROF/LE AT CL. : . . . . ... . ... .z . . . . . . . EX: TOP OF A.C. ' U � •PAVEMENT 382: DESIGN CL/EP . . . . .. . . . . . . . : . . . . . . . . . . . 382 Q PROFILE U a MATCH DESI04 CL EP ELEVATION -0.87% J': AMON ROKINE° PRORLE W 380:...:...:. 00 ry NOTE- VERIFY EX(STING 10CA11ON AND ELEVATION : .......380 cV IN FIELD,. PRIOR TO CONSTRUCTION. AND NOTIFY ......................................... ENGINEER IF THERE ARE ANY DISCREPANCIES. M 19+00 20+00 EAST TEMPORARY CURB RETURN PROFILE rn a�PROEl" POSED EDGE o & 2 m 2 r_ - _ — — _ ._. _� -"� OF PAVEMENT N / '-f EX. 2" IRON PIPE WITH REDWOOD HUB AND PENNY TAG MARKED "R.C.E. 33448" INSTALL TYPE III BARRICADE WITH (2) OM1 -3 (1) W31 (CA) PARCEL 3 P.M. NJo. 9630 P, INA, BK. 51 , PG. 1 3 N o \ \ 18 / / S 00'40'19" W 19 N Al 4/ 3' WIDE CUT SLOPE��'382.0 t AREA AGREEMENT e 15' WIDE STORM DRAIN --=-::_ ESMT. PER PM. No. 11846 PARCEL 1 STREET R/W DEDICATION PER P M NJ J 53rJ DOC. No. 0215017265, O.R. P, VJ, BK. 51, FC -1 13 m BUCCANEER BAY STREET CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 30.00' 46.24' 88'19'11" 29.13' C2 20.00' 32.07' 91'52'11" 20.66' FR D W. PORTER, RCE 33448 EXP. CONSTRUCT MIN. 0.30' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=6.0 R=58 RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. DATE 0 0 0 LO h O rn HORIZONTAL: 1"=20' VERTICAL: 1"=2' �� II 0 Q �liob II II m� li 5 I i II I V) I ( c�7 i I I 17+50.52 (37.3'± RT) I ��'I\ x �z � I EX. R/W ECR I x i i �`' Q I I BRIMHALL ROAD I `'' I I ► STATIONING I II I I If I g� 0 I I II I iii Of II II 3 1 I I 12' J cr II D 1 1 I it I I II m II II I II 7 m II v' U I C1 8 u') I I I( 1 12 I Q w I I it �S + I I .I I I10 9 3 I I 16+80.74 (39.2'± RT) 1, BC I BRIMHALL ROAD I I NII �0) 12' --I o STATIONING I I I I I 5 N r- cl) I I I j II EX. CURB & I I I GUTTER I 10' WIDE_ LS AND I I I I PUE ESMT. PER I I 1 . e BK. 6829, PG. 2439, O.R. - -- �I N O rn 0 00 o z O I CE COFFEE ROAD o NE CORNER SEC. 32,-/ T.29S., R.27E. 46.24' I-- -' o -a 0 0 0 J =00 oZ mm o 00 =w C:) C� p ray r7 0 II O J M O M o Ad N U O W N U a D: �N.. m 1 ..-� z O m m 2 U 384.................-•----..............----......---....................- « " �................w_R `'.'.......384 ►n U . (V C-4 U m �; ; ; ; ; ; ; EXISTING AROUND ;PROF/LE AT CL ; ; ; ; �+ ; ; ; ; O ; EX.. TOP OF AC m OD . E.XIST/NG . GR0UN,0 PROFILE A T 2& WEST .0F CL � : PAVEMENT . --.--_-----.-- ------�--•-. P AVEM N T ------------- -- - - - -- 382 . . .... . ..... . . . . . . .............. ..............................-- ••--- •• - -.... ... ............. .. . . . .382 ------------------ DESIGN C/EPPOFLE _ _ _ - - - - - _ _ �-.:s..-. . _ . . . 2:1 MAX. SLOPE _ •-O.�B% x-0.71 TO EXISTING +0.30% 380 . . . . .... . . . . GROUND . • • : : .410 10 . . . . . . D... fONL ... .E PRtJ. . . . . . . . . . ... . . . . . ; . . . . . . ... . NOTE:- VERIFY -EXISTING LOCA -104 AND ELEVATION . . . . . 380 r IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY WEST FLOWLINE PROFILE : ENGINEER IF: THERE ARE ANY: DISCREPANCIES.-. ................................... ........ 17+P,P 18+00 19+00 20+00 U z O M �^ Q0 Q0 ) W Z �o W M Q>0 LL U� U) C9 � z_ Q ii m N W w M C06z 20 0 to N `W W M I --w N m O � 0 0^ N L iw I� 32.07' a. LL Lu w I w 0 a- ca 0 w LL a n _I ON CURVE C2 w o H O 00 0 a� 00D 0 p 8 W 00 �~ 16_ J Z ul V) m m� U U. 0 384 ............... c. m..... ... an W.......... 384 m a �. z EXISTING GROUND a'. O PROF/LE AT CL. : . . . . ... . ... .z . . . . . . . EX: TOP OF A.C. ' U � •PAVEMENT 382: DESIGN CL/EP . . . . .. . . . . . . . : . . . . . . . . . . . 382 Q PROFILE U a MATCH DESI04 CL EP ELEVATION -0.87% J': AMON ROKINE° PRORLE W 380:...:...:. ry NOTE- VERIFY EX(STING 10CA11ON AND ELEVATION : .......380 m IN FIELD,. PRIOR TO CONSTRUCTION. AND NOTIFY ......................................... ENGINEER IF THERE ARE ANY DISCREPANCIES. 19+00 20+00 EAST TEMPORARY CURB RETURN PROFILE CONSTRUCT MIN. 0.30' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=6.0 R=58 RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. DATE 0 0 0 LO h O rn HORIZONTAL: 1"=20' VERTICAL: 1"=2' �� II 0 Q �liob II II m� li 5 I i II I V) I ( c�7 i I I 17+50.52 (37.3'± RT) I ��'I\ x �z � I EX. R/W ECR I x i i �`' Q I I BRIMHALL ROAD I `'' I I ► STATIONING I II I I If I g� 0 I I II I iii Of II II 3 1 I I 12' J cr II D 1 1 I it I I II m II II I II 7 m II v' U I C1 8 u') I I I( 1 12 I Q w I I it �S + I I .I I I10 9 3 I I 16+80.74 (39.2'± RT) 1, BC I BRIMHALL ROAD I I NII �0) 12' --I o STATIONING I I I I I 5 N r- cl) I I I j II EX. CURB & I I I GUTTER I 10' WIDE_ LS AND I I I I PUE ESMT. PER I I 1 . e BK. 6829, PG. 2439, O.R. - -- �I N O rn 0 00 o z O I CE COFFEE ROAD o NE CORNER SEC. 32,-/ T.29S., R.27E. 46.24' I-- -' o -a 0 0 0 J =00 oZ mm o 00 =w C:) C� p ray r7 0 II O J M O M o Ad N U O W N U a D: �N.. m 1 ..-� z O m m 2 U 384.................-•----..............----......---....................- « " �................w_R `'.'.......384 ►n U . (V C-4 U m �; ; ; ; ; ; ; EXISTING AROUND ;PROF/LE AT CL ; ; ; ; �+ ; ; ; ; O ; EX.. TOP OF AC m OD . E.XIST/NG . GR0UN,0 PROFILE A T 2& WEST .0F CL � : PAVEMENT . --.--_-----.-- ------�--•-. P AVEM N T ------------- -- - - - -- 382 . . .... . ..... . . . . . . .............. ..............................-- ••--- •• - -.... ... ............. .. . . . .382 ------------------ DESIGN C/EPPOFLE _ _ _ - - - - - _ _ �-.:s..-. . _ . . . 2:1 MAX. SLOPE _ •-O.�B% x-0.71 TO EXISTING +0.30% 380 . . . . .... . . . . GROUND . • • : : .410 10 . . . . . . D... fONL ... .E PRtJ. . . . . . . . . . ... . . . . . ; . . . . . . ... . NOTE:- VERIFY -EXISTING LOCA -104 AND ELEVATION . . . . . 380 r IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY WEST FLOWLINE PROFILE : ENGINEER IF: THERE ARE ANY: DISCREPANCIES.-. ................................... ........ 17+P,P 18+00 19+00 20+00 U z O M �^ Q0 Q0 ) W Z �o W M Q>0 LL U� U) C9 � z_ Q ii m N W w M C06z 20 0 to N `W W M I --w N m O � 0 0^ N L iw CL LLI IY LL a. LL Lu w I w 0 a- ca 0 w LL a n u.i Q 0 w w a \NEER * b C*) 4. M -� w � M V a �� 0 0 /9321 0 Qw z w 0 a� �~ cj) J Z ul w U. 0 5 cj� m a of Z w < Z> CL Z Q W U a W c) ry cn m � 0 z 0 w DATE 03/16/2015 PA JOB No. 2771A SHEET OF 3 SHEETS