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HomeMy WebLinkAbout6.1-1683Know whaYs below. 0811 before you dig. PROJECT 10946 SNOW ROAD ID ERREL'S f INI - STORAGE, FACILITY 71r75 N O VV R AD IMPR '17 CITY OF BAKERFIELD GENERAL NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD DEVELOPMENT STANDARDS. 2. IMPROVEMENTS SHALL BE IN ACCORDANCE WITH STATE OF CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AS MODIFIED AND DETERMINED APPLICABLE BY THE DIRECTOR. 3. ALL STREETS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE TRAFFIC INDEX AS SHOWN ON THE TYPICAL CROSS- SECTIONS. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS SHOWN ON TYPICAL CROSS- SECTIONS. SHOULD FURTHER TESTING SHOWA LOWER "R" VALUE OF THE ACTUAL IN -PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE. 5. ANY LAYER OF "R" VALUE MATERIAL SPECIFIED IN THE TYPICAL CROSS - SECTION MAY BE INCREASED IN DEPTH PROVIDED THAT THE MATERIAL ABOVE THAT LAYER HAS NO LESS THAN THE MINIMUM THICKNESS SHOWN. 6. ANY WORK WHICH AFFECTS ANY EXISTING COUNTY MAINTAINED ROAD OR THE TRAFFIC THEREON SHALL BE COMPLETED WITHIN 20 WORKING DAYS FROM START OF WORK. 7. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOWLINES (INVERTS). 8. MAXIMUM PLUS GRADE TOLERANCE FOR A.B., A. S. B/ AND Q.G. SHALL BE 0.05 OF A FOOT. 9. PORTLAND CEMENT CONCRETE SHALL BE CLASS 3 UNLESS OTHERWISE INDICATED. ALL CONCRETE SHALL HAVE ALL EXPOSED SURFACES TREATED WITH A WHITE PIGMENTED CURING COMPOUND (SEE SECTION 90-7.01B OF THE STD. SPECS.) AFTER FINISHING. 10. PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) SHALL BE INSTALLED PER PLANS APPROVED BY THE ENGINEER. 11. STREET LIGHTING SHALL BE INSTALLED AND A MEANS PROVIDED TO CONTRACT FOR PUBLIC UTILITY SERVICES AND MAINTENANCE. 12. PRIOR TO START OF ANY EARTHWORK, THE SUBDIVIDER SHALL OBTAIN A GRADING PERMIT AS REQUIRED BY CITY OF BAKERSFIELD CODE OF BUILDING REGULATIONS AND GRADING ORDINANCE. 13. WHEELCHAIR RAMPS SHALL BE CONSTRUCTED AT ALL CURB RETURNS PER CALTRANS STANDARD A88A AND AS DIRECTED BY THE ENGINEER CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH & DEPTH OF THE CURB RAMP, EXCLUDING FLARED SIDES. 14. ALL EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO STRUCTURES, POLES, PIPELINES, CONDUCTS, CANALS, AND APPURTENANCES, WHICH ARE CONSIDERED TO BE OBSTRUCTIONS BY THE COUNTY ENGINEER, SHALL BE RELOCATED AT THE EXPENSE OF THE SUBDIVIDER. 15. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE COUNTY ENGINEER IN ORDER TO PROVIDE A SAFE CONNECTION TO THE EXISTING STREET PAVEMENT. 16. STORM DRAINAGE SUMP SHALL NOT BE ALLOWED TO ACCEPT WATER UNTIL SECURED BY PERMANENT FENCING OR IN THE CASE OF SHALLOW UNFENCED SUMPS NOT UNTIL COMPLIANCE WITH DEPTH AND SIDE SLOPE CRITERIA AS SET BY THE CITY OF BAKERSFIELD DEVELOPMENT STANDARDS. 19. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT, AS DIRECTED BY THE ENGINEER, IN ACCORDANCE WITH THE PROVISIONS-IN SECTION 37 "BITUMINOUS SEALS" OF THE STANDARD SPECIFICATIONS AND THE STATE DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT. 20. PAVEMENT GRINDING IN ACCORDANCE WITH SECTION 42 OF THE STANDARD SPECIFICATIONS SHALL BE PROVIDED AS DIRECTED BY THE ENGINEER WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 21. ALL FRAMES AND COVERS WITHIN THE ROADWAY SHALL BE RAISED TO FINISH GRADE PER PLATE R -69. 22. UNDERGROUND UTILITIES INCLUDING SERVICES TO BE LOCATED WITHIN RIGHT -OF -WAY SHALL BE INSTALLED PRIOR TO SURFACING THE STREETS. 23. UTILITY VAULTS INSTALLED IN SIDEWALK AREA SHALL HAVE NON -SKID SURFACES/LIDS. 24. WHEN BIKE LANES ARE REQUIRED ALONG A HIGHWAY, THE CURB LINE SHALL BE EXTENDED THREE (3) FEET AND THE PARKWAY AREA REDUCED THREE (3) FEET. 25. PRIOR TO ACCEPTANCE OF IMPROVEMENTS, THE DEVELOPER SHALL SUBMIT A LETTER TO THE CITY OF BAKERSFIELD ROADS DEPARTMENT REQUESTING "NO STOPPING ALONG PANAMA LANE. 26.24 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. 27. 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 AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT 28. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 29. STREETLIGHT LUMINARIES ARE TO BE LED AS SPECIFIED IN THE C.O.B. SPECIAL PROVISION SECTION 86 -6.01 OF WHICH MODELS INCLUDE: HOLOLPHANE LVUI SERIES LEO TEK GCI SERIES CREE XSP SERIES OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER GENERAL NOTES THE ENGINEER DF RECORD'S NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF CITY OF BAKERSFIELD ENGINEERING IMPROVEMENT STANDARDS. 2. ALL ASPHALT CONCRETE PAVING SHALL BE APPLIED TO DRY GROUND IN DRY WEATHER WITH TEMPERATURES ABOVE 50 DEGREES. ALL WORK RELATED TO PAVING SHALL CONFORM TO STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARDS, SPECIFICATIONS, AND CITY OF BAKERSFIELD REQUIREMENTS. 3. ALL MANHOLE COVERS SHALL BE A MINIMUM OF 0.5' BELOW AGGREGATE BASE UNTIL COMPLETION OF PAVING. ADJUST ALL MANHOLES AND VALVE BOXES TO FINISH GRADE AFTER PAVING IS COMPLETED. 4. ALL SANITARY SEWER LATERALS SHALL BE EXTENDED 5' BEYOND PROPERTY LINE AND MARKED WITH A 3" HIGH "S" ON TOP OF CURB. WATER SERVICES SHALL BE MARKED WITH A W. PROVIDE A MINIMUM OF V SEPARATION BETWEEN WATER SERVICE TAPS. 5. TREE ROOT SYSTEMS SHALL BE REMOVED TO A MINIMUM DEPTH OF 2 FEET AND WITHIN A RADIAL DISTANCE WHICH WOULD PERMIT REMOVAL OF ALL ROOTS LARGER THAN 1" DIAMETER WITHIN STREET RIGHT OF WAYS AND BUILDING AREAS. 6. PAINT ALL FIRE HYDRANTS YELLOW, AND CONSTRUCT BLUE REFLECTIVE MARKERS IN STREET PAVEMENT PER CALTRANS STANDARDS. 7. CONTRACTOR SHALL NOTIFY THE CITY OF BAKERSFIELD'S PROJECT MANAGER OF ANY AND ALL CONFLICTS BETWEEN CONTRACT DRAWINGS AND THE ACTUAL SITE CONDITIONS PRIOR TO COMMENCING ANY WORK IN QUESTION. 8. CONTRACTOR SHALL PROVIDE PEDESTRIAN, VEHICLE, WORKER AND TREE PROTECTION AS NECESSARY FOR THE FULL DURATION OF THE PROJECT. 9. CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THE CONTRACT IN A SATISFACTORY MANNER PROVIDING ALL MATERIALS, LABOR, EQUIPMENT AND INCIDENTALS NECESSARY TO COMPLETE THE WORK UNLESS SPECIFIED OTHERWISE. 10. THE CONTRACTOR SHALL PROVIDE FOR INGRESS AND EGRESS FOR PRIVATE PROPERTY ADJACENT TO WORK THROUGHOUT THE PERIOD OF CONSTRUCTION. 11. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR SAFETY. 12, EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. 13. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AT LEAST 2 WORKING DAYS IN ADVANCE OF CONSTRUCTION TO FIELD LOCATE UTILITIES, CALL "UNDERGROUND SERVICE ALERT" (U.S.A.) AT 1 -800- 227=2600. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATION OF SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED AND MERGED IN THE CONTRACT UNIT PRICE. 14. SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVE HERETO IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT CITY OF BAKERSFIELD FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY. 15. CONTRACTOR SHALL RETAIN LICENSED SURVEYOR OR ENGINEER TO PRESERVE MONUMENTS AND BENCHMARKS, WHICH SHALL NOT BE DISTURBED WITHOUT THE CITY'S CONSENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING DESTROYED BENCHMARKS. 16. CONTRACTOR SHALL EXPOSE ALL EXISTING UNDERGROUND PIPELINES OR OTHER UNDERGROUND OBSTRUCTIONS TO VERIFY THAT THERE ARE NO GRADE CONFLICTS PRIOR TO LAYING ANY GRAVITY PIPELINES. 17. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 18. PROPERLY DISPOSE OF ALL WASTE MATERIALS AND SALVAGE OR RELOCATE OTHER STRUCTURES AS SHOWN ON THE PLANS OR AS DIRECTED BY THE CITY ENGINEER. 19. PROTECT EXISTING UTILITIES WITHIN THE PROJECT AREA. DAMAGED UTILITIES ARE TO BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE. 20. CONTRACTOR SHALL KEEP THE WORK SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS THROUGH ALL PHASES OF CONSTRUCTION. ASPHALT CONCRETE PAVING NOTES: 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE 181 (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE ", OF THE 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 314 INCH MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE `B' (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE THE REQUIREMENT IN THE TABLE FOR "STEAM - REFINED PAVING ASPHALTS ", IN SECTION 92 -1.02, "GRADES ", OF THE STANDARD SPECIFICATIONS, 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY 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 SO SECTION 39 -2.02, "AGGREGATE ", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHALL BE NO 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 -2.42, "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 THE 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 394.01, "SUBGRADE ", OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO THE PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIP 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 DRIVE WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT 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 OPERATION RESUME. 12. WHERE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATION RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES, OR BOTH, IF NEEDED, ARE TO BE ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIC RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEET 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 PERCENT OR MORE THAN 96 PERCENT THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET IN-PLACE DENSITY. 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. A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED DIAMOND BLADES METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 1. COVER SHEET 2. SNOW ROAD PLAN & PROFILE 3. TYPICAL DETAIL SHEET SHEETINDEX DERREL S MINI STORAGE 3265 W. ASHCAN AVE. FRESNO, CA 93722 (559) 224 -9900 OWNER/DEVELOPER 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT" EDGE AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2,02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200 -2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK", 20. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER. A. ABRASIVE GRINDING .WITH EQUIPMENT UTILIZED DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. 21. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOI BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR 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 TESE MATERIALS. OTHER RECYCLED BASES SHALL BE ALLOWED. AGG. BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 22. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPEC. SECTION 19 -1.03 PER CITY OF BAKERSFIELD" IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS 70 BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN .U4 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUB -BASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN .04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. NOTE TO OWNER AND CONTRACTOR THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT 4CREEKS, INC. WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER ANOTHER ENGINEERING ANDIOR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF 4CREEKS, INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ,ERRORS OR t?J6 MIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITM TED IF 4CREEKS HAD PERFORMED THE STAKING WORK BENCHMARK KERN COUNTY SURVEYOR'S FIELD BOOK 1170, PAGES 29, TOP OF CONCRETE MONUMENT IN LAMP HOLE, AT JEWETTA AND SNOW RD. Elev. 382.87' BASIS OF BEARING SOUTH LINE OF THE SW' OF SECTION 6 -2' PER LS 95-84 TAKEN AS N89°51'42"W PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THE MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. 1- 800 - 227 -2600 ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. MATERIAL LIST 1 Install (ST-8) Wheelchair Ramp Curb & Sidewalk 2.0 E.A. 2 Install (ST-3) Concrete Crass Gutter 1.0 E.A. 3 Install (ST-4) Concrete Cross Gutter Type B 1.0 E.A. 4 Install (L -13) Stamped Median Concrete 21950.0 S.F. 5 5.5" Sidewalk (ST-8) 2,244.0 S.F. 6 Streetlight (ST-22) 2 E.A. MATTHEW D. AINLEY RCE 66233 � EXP. 06130114 si DATE APPROVED BY: RAUL M. ROJAS, PUBLIC WORKS DIRECTOR DATE R.C.E. N0.39880 EXP. 1261113 4? REVIEWED BY: ASST. PUBLIC WORKS DIRECTOR DATE REVIEWED BY: TRAFFIC ENGINEER DATE 0 ,d c3 0 g t C; & Lz 3� Mar 05, 2014 PROJECTAREA 12078 FILE NAME: o w NTS SNOW RD. � Y Q W �w z O LL W „ LLj ww � w Z Q O > U Ci LL' �z Lj 0 w W b3 VICINITY MAP U t.JJ SCALE: 1:1000 0 ,d c3 0 g t C; & Lz 3� I c co Z 2 2 C7 ch c C o O Q c7i M J U5 U-) CN Cn N a: >,- M UU uu a. Mar 05, 2014 JOB NO.: 12078 FILE NAME: 12078 -41 -CV SCALE: NTS ShIEET NO.: 1 of 3 Q •�S: LLj ww w Z Q LL' �z Lj 0 w W U t.JJ :3c w �= o LL o CL _ co m :5 (:) S a, a< Liu X UU w 0 o z - C x `w a LLJ g a a Q p V I c co Z 2 2 C7 ch c C o O Q c7i M J U5 U-) CN Cn N a: >,- M UU uu a. PLOT DATE: Mar 05, 2014 JOB NO.: 12078 FILE NAME: 12078 -41 -CV SCALE: NTS ShIEET NO.: 1 of 3 Uj •�S: LLj LL' Lj 0 CL t.JJ LL o LL _ co :5 (:) S a, a< Liu X UU w 0 w C0 CL 414. z - C Lu a LLJ g Z 0 oQ LO m Cf3 V PLOT DATE: Mar 05, 2014 JOB NO.: 12078 FILE NAME: 12078 -41 -CV SCALE: NTS ShIEET NO.: 1 of 3 R = 0.5" - zoo R = 0.5' -------- 00 R = 05" (151 (5&=) (1 -I'"n) (4&=) (15m) 6 0" 24' 'WaoMin— (d 6m) 6.0 (0 6m) (0 R 05" N 7�2 It 4 4 -4 4 'd 44 V 4 A 4 A A TYPE "A" TYPE "R R 05' o (15MM) _i* 24N 100 _%) ads (0 SM) R 05" R = a5-- 4- A A Al 4 4. 12m *GUTTER 24A (a Jn) * Gutter only Oo#vd where Wrowd by City bWm i (0&0 TYPE `C NO TES: I AN work shat/ conform to the appIkWe sections of 10 "med plane jw1s or cold pints &W be constructed the 'Standard 4piecifications, State Of C&f&n4k Depwimerit at 15' (46m) arterials` E*msiI is " be at each Of Tr*78PQft060n' Wowd currant edition, and the side of structures and at ends of aI retwns. fobvi7g gren" notft- 11 roe 18' arb and gutter a raquked on all t)pes of 2. SziI!igraI* p-Watian for, rjpe 'A' 18: and TO curbs streets &*w wolher is eWesdy permitted by the and gutters " be constructed true to grade and cross city Enow. section with compaction of 9at to a depth of 6.0" (0 6n) below the W*Oda 12 T)pe "A' aA and gutter is permitted only where Awowd or rawked by the City Eno 3 Concrete for curb acid gutter shaV he dass 18' w. and " be Wthin 25- (65mm) to 55" (014m) AmW• 11 T)pe 'C" aA may be permitted by the City Enomw 4 r#nbff forms shall be strAred on ffie on the skL- placed only h "k Am P&14 and R-S-25A (RnWanfid next to Me concrete and shd not be Am than 1.5' (4awn) -q&Am Tiro- And - Ace -Half Acre Mi*wm Lot Site) Zone. thk* after being surfaced. 14 Permit for aorti and gutter construction shad! owwipeny 5 face Top and fa shall be troweled smooth, then green a actual wok. find foe brush Anish 15 11flen constructing new curb and gutter, the existing 6 Oft existing arb and gutters are to ber4*l;vd new pawment " be somt a mi7kw of 20" (Oft) bw the /0 of the gutter or as directe► by the City L*w. construction shah match exerting constriction LWew otherwise dkeicted by the City Enghw. 7 Cmaele shall contem no oNNws uakw prior qWoid FILMAII ST-IREV is obtained from the City Engine DJ%1E 6/2/N B. Co7crete shall be cured with a white pqnented curing STANDARD DRAW -a 7wound complying to section 90--7018 of the standord CURBS & GUTTER CHECKED specifications I I TYPES "A", SCALE M. SHAW 9 Existing sections of curb and gutter sW be smwt at & Oct* N.ts. the knits of the orea to be nwaskicted I APPROVED I SHEET NO. STANDARD CURB pr-cwb Face / fkwm 15'(4.6m) - Ym* Pkecliw Entrance 20Z mkinm '4e 9 r 30'(.9.1m) - Dbubk Direction Entrance Iftless qWoved by City &gnw hwta# has raW at I I ripwism I I I both curb re&ns per caB standard sr-la 4 tkt Dqwtment of TraWoirtofiw, StwdaW 4w0&vAbns', Max A aty-J E*n wsiv RIW X under pok street skL* 4 4 4- -4 0 X 1©% Ma -_ AV' '0C° 000000ca (06m) 9 For A*hdt PbwV AIII we Standard 41mcd Promms 4- AlmotiI V Ve* M=W. j-2-0 4 W test date &%I in the desip whiabon shalf be LU r0osian A Pole Via + Jbant PLAN 4.0' ' (l0ftm) Lew( Line 60' (0 Isn) 40 J-1 -04 LU U -7- UU LU 11' (Oun) mil. 12.0' (37m) %Lf J J - 14 rabar each half of cwvn&Td diw (tjp.) SECTION A-A NOTES- 1 A# *a* shat carifeim to the Whvabk sections 9 An open street permit is reWed far of W04 done of the *ftftafibns entitled Vwxkrd &9xi"i674 101h the City of Bhkarsrwds not-of-way. State of CWfw* D"rbmt of Trw4zdatkn-, 0 0 qVrowd clomt eafta 10 Bmwg wl shair be cmpacted to = of mazimm Up QD X 4q. dy dimity as delerzaked by AS TM 0 -4557 to a dq* 2 &jb9,ade prqwatibn for crosWtter &W confirm of 1,0'(d3n) below cromptler and 10' (0.3m) to eocb to the reWkwwts of the Standard -Wcdkrm &* of 61 crossgutter J Concrete for crossgutter " he puss 'A' and A the mirmium &*e an a# am gutters is as u,*= sho# conform to the repkermts of the Stwdvd 4WOwd otherwise by the City [now. Specifications See deto# ST-24 for mounted street 12 AN crossgutter locations acrd saes are to be qWwd 4. EVarision ,!Dints " be constructed at emy 30' by the City b;gkeer. (9 0W) or as *ected by the City &Ojeef U For ma* retd commensal centem the 12' (36m) 5 For standard han*qD ramp &?wskns and III crassoutter sha# he eftmied with the promm of other dtalnege facNies and w7h the aAwovd of the no* see City of Odmridd Standard ST-10 or City E*ew- as diected by the City [now. 6 Cwaefe for gutter " be 1125- nLENAML- ST-33REV (Omm) to 4.5' (110mm) slang. OAX 612/1 STANDARD omvm 7 Concrete " contan no a0thw unless pnbr approoW is obkiiied fbim the standard ST -2.3 icu COMMERCIAL DRIVE CH83= M. SHAW City Engineer Engineer Engineer SCALE Fff TYPE "A" ICT.S. = 8 Concrete shad be cured with a oNle pq- No. mented cIII c►pwnd c&WAg witch sectka C" OF ST-3 90-7018 of the Standard *ec*dkft& CALFOFNA onside of p* Wowle hot&* CITY PUBLIC WORKS OWARTMI ST-1 I COMMERCIAL DRIVE APPROACH TYPE IINI DistJ COUNTY I ROUT POSTP11A'I LES SHEET TOTAL E , RETAINING CURB RETAINING CURB IF TOTAL _ IECT No.� NECESSARY AT EDGE -4.1 IF NECESSARY AT ?c 16-111 OF SIDEWALK in EDGE OF SIDEWALK 15'-0' 0.45" SIDEWALK 12 1 Min TOP Dia RE --SEE NOTES GISTERED CIVIL ENGINEER I I F_ NOTE 7 EE I X cli - 2% Max - 10 AND 11 Max Dqwtment of TraWoirtofiw, StwdaW 4w0&vAbns', Max FRONT EDGE OF (0 X under pok street skL* , SIDEWALK •/ Max 10% 0 X 1©% Ma AT CURB 300.10.1.00.0.0 000000 '0C° 000000ca AT AT CURB 9 For A*hdt PbwV AIII we Standard 41mcd Promms (04m) BASE PLATE (PROFILE) 4 8.33 - 2% Max - §.33% Max Dqwtment of TraWoirtofiw, StwdaW 4w0&vAbns', Max wmw arrant edfim, x offivse rooked by (0 x 0 under pok street skL* LU 55-65 L5'(046m) 2 A"Ie bow shall he Clas # egrayak base JW 111111 C0000 00000 00000 " 0 =0* 0 000orn 0000 0000 0000 •Jeo 00,00 00000,81000 000 0100 000 06460006 0000 X , 0 0 T C" OF SAW"`2 �WELD CALFOFHA SIDEWALK 09.. 1 T �'/ Hector £b BASE oia' May 20, 2011 SIDEWALK PLANS APPROVAL DATE _Jz SEE 1 8.33% 0000=8 060000000 8.33% ThE 5WE OF CALIFWWA O�N? 31 NOTE 7 i X Max ffi 66.-- x OR 144f_srs -W,41L Ak7T Bf 008000000 WISED TRUNCATED DOME rhrgapcy &? rao�LcTftrss a, sc"Eo CV W 3 clalfFs OF Tly/s FlAff 57//Z"14 00000 00, 00000000 oleo= l NOTES: FRONT FRONT EDGE SEE 7 1. As site conditions dictate, Case� A through Case G curb romps may be EDGE OF OF SIDEWALK _W� b SEE NOTES NOTE -) used for corner installations similar to those shown in Detail A and SIDEWALK rAIII 10 AND 11 Detail B. The case of curb romps used In Detail A do not hove to A be the Some. Case A through Case G curb romps also may be used at mid block locations, as e conditions dictate. 4' -Ors Min ____10X Max 2. If distance from curb to back of sidewalk is too short to 10% max SEE 'NOTES AT CURB AT CUR13 AND 11 accommodate romp and 4'-0' platform (landing) as shown in Case A, SIDEWALK 2% SIDEWALK QA5E CASE r.-, max A FRONT EDGE Max the sidewalk may be depressed longitudinally as in Case 8, or C or SEE X C 1XI may be widened as in Case D. C� X NOTE v OF SIDEWALK SEE 1� X1 V 7" NOTE 7 g 10% Max 3. When romp is located in center of curb return, crosswalk -Of AN AT CURB configuration must be similar to that shown for Detail 8, It ? 0 A 6" 6" FRONT A. As site conditions dictate, the retaining curb side and the flared SIDEWALK x'2 -- 2%1 1 SIDEWALK z Typ side of the Case G ramp shall be constructed in reversed position.0 o I a -yox! < _fy-p SIDEWALK SEE NOTES SEE 1­- UJ Mnwc Z �000000 000000( UJ SEE NOTE 7 RETAINING 000000 00000or 5 If located on a curve, the sides of the ramp jje�d not be parallel, 10 AND 11 6 m 00995� 00C I 'X" vge-& -<p On KP-0-= 0 NOTE 7 " 0 ­1 CURB (BOTH but the minimum width of The ramp shall be 4 10% Max o 2 Z'>566 SIDES Of oorn �o =n FRONT AT CURB, a 000 �o RAMP) f 6. Side slope of romp flares vary uniformly from a maximum of 10% at EDGE OF 000000 (a ,SIDEWALK Max EMU curb to conform with longitudinal sidewalk slope adjacent to top of AT CURB \1 the romp, except in Case C and Case F. Min womm .. SEE NOTES RETAINING I . 1 4'-0" Min I SEE NOTES 10 T. The curb romp shot I be outlined, as shown, with a 1'-0" wide 144-4- � FRONT 10 AND 11 CURB ----/ '_ AND 11 z xg i EDGE OF -n'A� border with 1/4" grooves approximately %4" on center. See PLANTI grooving detail. SIDEWALK to% max oo 0 2: 0 1 10% AREA 000,0 CASE AT CURB 00C AT RETAINING CASE Q 8. Transitions from ramps and landing to walks, gutters or streets I CURB (BOTH See Note 4 shelf be flush and free of abrupt changes. SIDES OF 4'-V' SEE NOTES 10 RAMP) r GUTTER 9. Maximum slopes of adjoining gutters, the road surface immediately Min I AND 11 ( FLOWLINE TOP OF RAMP - 14'-0" Min adjacent to the curb romp or accessible route shall not exceed 4'-0" % 1;1: 1 D 5 percent within 4'-0" of the top and bottom of the curb romp. Min -a"I Typ SEE NOTE 9-11\ -------- J__ CASE 2% Max 10. Curb ramps shot I have a detectable warning surface that extends QA5E C�� ------ 3% Max the ful I width and 3'-0" depth of the romp. Detectable Warning WHERE A FLARED SIDE OCCURS SECTION A -A Surfaces shall conform to the details on this pion and the :4 PROVIDE 2'-0" STRAIGHT CURB requirements in the Special Provisions. z 11. The edge of the detectable warning surface nearest the street shall be between 6" and 8" from the gutter flowline. W GUTTER RETAINING CURB > K FLOWLINE IF NECESSARY 12. Sidewalk and romp thickness, "T", shot I be 3V2" minimum. TOP OF RAM!' co UJ 41-0" Min ECR UJ ROUNDED 13.Utiiity pull boxes, manholes, vaults and all other utility facilities tti 2 ir-- within the boundaries of the curb ramp will be relocated or o 01 Q>1 cr 01 J adjusted to grade by the owner prior to, or in conjunction with, 8.33% Max 27. Max I curb romp construction. _J 1 EL- x R" SEE NOTE 9 SECTION B-B 'IV, 14. For retrofit conditions, removal and replacement of curb apron SIDEWALK 4 YI Depress entire sidewalk as required will be at the Contractor's option, unless otherwise shown on project plans. 15 RETAINING V) 0 0 (0) 0 V) CURB IF NpIN 1z 1.67" TO 2.35" 1 0 NECESSARY CENTER TO GUTTER CENTER SPACING- 0 ( SIDEWALK 0 0 FLOWLINE r -------------- 01 (0) 0 0 BCR--,\ 2% Max RAISED -TRUNCATED DOME PATTERN. (IN-LINE ELAR WHERE A FLARED SIDE OCCURS PROVIDE NOTE 9 rioN c- APPROXIMATELY ME WARNIN9 SURFACE 2'-0" STRAIGHT CURB See Note 10 CROSSWALK IF PROVIDED LIMIT OF PAY 4'-D" Min CROSSWALK IF PROVIDED DETAIL SEE NOTE 14 T ROUNDED ---- - -------- - GRWIVING DE AIL STATE OF CALIFORNIA DETAIL UPICAL ONE-RAM DEPARTMENT OF TRANSPORTATION CORNER INSTALLAI10 SEE - i CURB RAMP DETAILS TWO-RAMP TYPICAL TWO-RAMP CORNER INSTALLATIO See Notes 1 and 3 NOTE 9'�ZRETROFIT DETAIL NO SCALE See Note 1 Existing curb and sidewalk FA88A A0'8A CURB RAMP DETAILS 0" L4005CAP11114 imim" woRm AREA DEN07ES AREA WI MEDIAN ACCEPTABLE CFNIER OF ENTRANM FOR LANDSCAPING (SEE 017TH L OF MEDIAN WJST BE SEPRAILTM By 3W MINK** FOR EXTENT OF PLANTER AREA). AREAS OUTSIDE THESE LtM1lTS SHALL BE ENTIRELY SURFACED MAJOR ARWRIAL WITH ACCEPTABLE HARD SURFACE TREATMENT. USE OR CMUCTOR OF TREES OR OTHER FEATURES MAY BE LIMITED DUE TO SIGHT LINE RESTRICTIONS. &S tMar 3W meamum 7 LANDSCAPING LIMITS WITHIN MEDIANS A A 9'(Cum) 1.5' L41N A&8 C B E 9.5' 9.5' 14' j- C B A A Hord 50% Min. Planter Area 50% Min. Planter Area Surface 759 Max. Planter Area 759 Max. Planter Area Denotes Treatment !acceptable- hard surface treatment as approved by DETAIL QE MEDIAN City Engineer 1. A 1.5! min. border of hard surface treatment is required adjacent to the back of curb throughout sections A & B., 2. Where width is less than 8.5' measured from 1[ to E (4' planter width) hard surface treatment only required. 3, Hard surface treatment only must be installed when the minimum width does not occur for 30 consecutive feet. 4. No turf will be allowed in planter area without prior approvcd of Parks Division. 5. Stomped concrete installation shall be to "Bomonite" specifications or approved equal. 6. "Spray Head" type irrlittion requires the 1.5' hard surface treatment along the perimeter of the planter to be sloped inward toward he planter at 2%. 7. "Bubbler Head' type irrigation is encouraged however where street E grades exceed 29 fall, "Spray Head" type irrigation is required. 8. Color of concrete or other hard surface treatment shall be determined in consultation with the City Engineer. 9 Allowable shape of landscaped planter areas can be free form and is not limited to rectangular or circular configurations. 1/4• PER FT 1/4' PER FT X-. SEQ119N WHERE big PL6b!TEJR EMU RE\ASED 5/2/91 1/4' PER FT i 1/47 PER FT - ---rob- SUBDIVISION DESIGN MANUAL pRAMrri I 51 1.s LANDSCAPING LIMITS 2- WITHIN KT MEDIANS SCALE WIS X-SECTION -ADJACENT APPROVO CWTY Of= 8AJCE9%8FVfi3J01 SMUET No. LA TO.PNIER-6REAS CALJFKDfI L -13 CITY EWOME Ramps and Dn"qy she4l be Constructed & MU to the Right-of-IlIby /ke ff 10' (J ft), Odchevff is ku (See Section A -A and notes) CIL,, *42' (13n) Max. 25 (8 Om) Minn. A Low Wmd of the qty Enqbw, LO" (25mm) Score Jaht maNbm driltemy dwaffion may be at centeram of &ile ght MV�ff ion kmmd to 51r (1%) for M -1 a M tend -2 EO Joint uses Wme hio milime of sernibuck for arse with 80- (O.hn) curb i9posion and trahr www1s, for use with 60' (0 1%) ad joint f see not _.Rp (/am) Max** Romp - 4 0' (1-an)" for din 36, (11M) max,*** 3 _ 30' (0 gm)*** V- 6 litter PLAN A Top Edye of PrAe AWv&* Top of W Gutter Flow line Bottom Of C40t ELEVA 77ON 0 5 (1 51 Curb Face 60" or 80'-T (a1-in or 0.2m) 10' (3 611 Mk. 60' 9we: 025- (_%m) R14Y the or (0 150) -0. per 12' (Jftw) 10, (join) mw. e %5' (15m) 60" (a is") x 60' (0. 60" (015m) Min. - /10 X /10 DM**** 2 - 14 Rebar Fv# Kdth of Drive"" To how a dearare of 20' SECTION A-A (50mm) from bottom of concrete. NO TES. I A# work show " conform to the ffk6k sectms 9 A minimun of 22' (6 1m) of fug' height c&b " sep"te of the Vwffiwtbv wt" -Standard *-dfW&n4 dww)% except os noted on Traffic Standard T-20, or as State of California; DWa&wt of Trw*wtdtkn-, appro►d by the city b*Aw. qWowd a#mt edition, 10 Aka ttwmy construction is permitted a the street or 2 11111 &iwwy is to be embucted for a porfim of in dey rebm a * wa& width (Section A-A) sdew* &W be rmovad on web side of dmmy for ramp consinictka _%dVade /I. No portion of the &ivewy or ramp is to be on adjxwt pIori " be constructed true to grade and crow property #Wtaye without pror wpmd of the City Engmer: section, with caupiochan of 95X to o depth of 60' (015m) 12 A# t*wwy localms are subject to apprmd by the J Czxmle far *iwwjs sW be Ckss 'A' wd aty Enow- shaff be "k 25- (Or m) W 45 " (0 11M) sII 60' (0.15m) thidt and " lot "m 47M. 13 Concrete shod/ contain no o0trow w*= prior qWomi 4. E*ans�w *ts shoiff be hstaled' a Am. • is obtained ram the City Enow. 14 Concrete &W be and with a *Me pigiiwled coning 5 A# existing concrete cwb, gut* and si**%* coo"ind CW#)0g to Section 90-70I8 of the sha# be saw cut at a riot an* to the bow line Standard *d&Wibns. 6 Total maximum allowable &Amy width shall not FftB4AML- ST-4REV tweed 60Z of corlwerrw property frontage afw- DA* 6/2/" III &Iwsion as *&ad on #w " be the bows STANDARD D"VA JCU 10" of stich determinatim. COMMERCIAL DRIVE CE-am it SHAW 7 Use of Toe 18- &ve "roach is only allowed by APPROACH SCALE parmksim of the City [now. TYPE "B N.T.S. A APPROVED SHEET mo. PPROVED 8 Permit far &hewy constructm &W occwpwy CM OF ST-4 octud waft CALFORMA C 'W�y �Vmml PUBM W ows a IMPAR7MCWT ST-3 I COMMERCIAL DRIVE APPROACH TYPE "B" 90' (27m) RIW 68' (21m) R11# 2t 2t` 11 J4' Q) Z_ (J *n) (iia*n) (3.4m) - COLLECTOR See Note I 110'(34m) 14' ( R11W 2X me 4 Jm) R14r-� 45' (D 4.5' (D lope (1ft) AR AERIAL 56e Notes I & 2 NO TES. t Mapr street systems se be constructed Mwo show on the ckadation elI of the City of &*emfleld generd plan. 2 Raised medims sha# be constructed on of/ edenals Twwaw palled and str#w medws may be permitted subject to 4pvmi of the bvfflc auffionty. See section 5.31 for me" requirements J Rm wndI reWke Wo6le gutters to be at dII afewtvA Me am Arpw Ad not ivy from the standard s(qm shm by more than 0-5Z 4 Any proposed *Wbw *am the slalmW cross mdm beyond the toklrances contained herein must be approved by the aty &*w prig to constructfm 5. See standard T-4 thru T-10 for e"ded himectm detals and *wsma * Landscape Arao (D +X (akft) with B*ekw (2) -3, p%) with ad" STANDARD MAJOR STREET CROSS SECTIONS FLENAME: ST-I&XV I Standard c" rehm rafts Expansion "wed " he 20' (6:10) n* Joint PAM JM.t on kcal streets and JO' (9.'10} mac on a► arterials and co6clbrs or kcds at i7tffsecktas with arlarihfs V or cohI or as directed 4 by the city rnoxw- 4 Curb & Gutter 15'L# 8m M a. _2 between )its A 20' (6.1m) x.20' (6. An) chamfer o w1exceptm for sipar &)II see Rd T-.0 3, (aglin) W. 0 futilre 4 0d 4 so, (1.-%) font 20* '0 r kta-MCA07 (0. ft) 600 6Z AAu b (0 1-50) 2r 29 A Mit 4.0" (100MM) 45, 04m) **M 07 all /ftw streets say' ft 7m) W*w on a# wiff kk coAwtm; scha.% &W#af% =ffwcW, b&", a, as *acted by the aty &Vwff. 6 0' (14n) 0iftim on mew s*wdk. NOTES- 1. A# *a* shot coilfbim to the W#jh&e sections of 8 &*raft " be scared to o minkmm depth of 0125" the Vec&dions untitled 'Standard 49ec*otihn4 (5mm) w*w otherwise divIcted by the City Enoxw. State of camemig velw&mt of TrWIjon-, approved current edtkn. 9 New R*W&* construction 0? Atds wide existorg &&V& Ad conform an dimenam and kcatim to 2 Su*a* prqWQ1W SW be constructed true to those h place, or as dkected by the City Engineer. Wv* and crow section, PWM mpoctw of Yff to a depth of 05' (0 15n) 10 Exktiny &&" &W be smut and ramied at the fist SI 4v at or bepW the planned *t J Concrete shah be Oka "A " W shd how a Amp between 25"(65m) and 55"(144m) The arfece -It A permit far &I canstryction and recowbwtion shall be &&W to grade raid am wbon with a goat, exAmpony actid Wa*. troweled smooth, and &&W with a broom. 12 Any "Mce in "Sh' c0kr, or mot&* from standard 4 Cowete " contm no o0tives unless prior wirvid war rquire wroRg from Me "a" qpI is WQI from the City &fbw. 13 Trains tiaras in si*" tfflw must be red by 5 Cm"te shy be awed wffi a ohit"gmted amg ffie City &0♦. conp&und cm#*g to Section 90-Z0I8 of the Standard 4vd&vtIII FILENAME: ST-&WV DATE 6 Nh*ened Plane J*ts shall be ksta*d at 15' (4.6ft) STANDARD NANN 6/2/99 ioter;ia►s and eVarisim j4tts at 60' (1 &3m) i4m4k OAT" 6 2/ / ' s9 PORA"" &PWI pints &W be lmvted each _4& of a structure :7 CHECIMD I I M and at the end of airb returns COMBINATION SC" M. SHAW SIDEWALK t4__r_S_ 9W na 7 bpwsfw *t ftr matefid consist of APPROVED ......... ..................... ....... ..... SHEET $10. pre fanned stros of a durable; res&nt cwpwd CnY OF aAKEPAFIRA!k ST-4 STANDARD COMBINATION SIDEWALK Cat #W or stet! cap 10 set screws - 6.0' (1. o ST-16 STANDARD STREET LIGHT MAST ARM TYPE STANDARD CURB & GUTTER NOTES 1 Pawmeot " be t)pf 18- oil wt oncIrete mmang & A cw*w#w of 9OX " be obtained for a mkWmm 12` NO grout _J *0016 41 Dqwtment of TraWoirtofiw, StwdaW 4w0&vAbns', shal he 16 confamwice, with the fb#b**g tb• wmw arrant edfim, x offivse rooked by (0 the aty6noieff- under pok street skL* LU 55-65 L5'(046m) 2 A"Ie bow shall he Clas # egrayak base JW L25# 85 or more 2.5 ' (0 76m) J Sftc&d sections for oil streets &W be *sgied C" OF SAW"`2 �WELD CALFOFHA umV traift- imlem in wcarabace with the promm of 9 For A*hdt PbwV AIII we Standard 41mcd Promms (04m) BASE PLATE (PROFILE) Ve* M=W. 4 W test date &%I in the desip whiabon shalf be LU ANadW by a said ta*q kbwetay r4wt to be &*W Pole Via + and seded by o rkensed anphear. A 5 Obw AC ffikhmss is to be 0,2' ON 114 MOnom AW Ow k to be 04' (LI 2460m) x0625' (hnm) cakubum, LU U UJ UU LU 11' (Oun) mil. iZ. UL %Lf J Cr 0 Wt circle o�� 10" (03n) max. bolt ckde UJ UJ 0 0 Up QD X 4q. 0 U) CO BASE PLA TE (PLAN) a. V2 xv- C11-4 CN < Cc See deto# ST-24 for mounted street iot affinbdr** Light Pole 4.00 x 65" (Iffiwn x 166mm) HwdWe and P&# Box, see cover 1110 25" x L r (6 50m x 40mm) standard ST -2.3 reinforcement * **W to outs* at hole: 05" (150=) IJ NC pv"Wg nut md*d to onside of p* Wowle hot&* 777%� 12* x 12* x 1.0' (031 x O x 25nvn) Base plate (see detaF abm). 4 ASTM A-J07 wdw 111 10" x 10'% 40' (25mAr agm x Yoomm) with hex nut lewing, Right -of -Tarry nut, and two iI for etch bolt 2.0' (5anm) grout under base ofter leyokq 25'_ (0 ft) 777-7 = "T: - ;- ': 1.5" (0m) &ain&t NO TYPICAL LOCATION DETAILS 120 (0.kn) mono ro&s bend Class la* non- FILENAME: ST-22REV rekkrced fl cost foundation STANDARD mwffmuww� Imit 6/2/" Out" icu STREET LIGHT aeon M. '3"A SCALE 0 LJA4ZT APKA T1(DC7 N'T.S. ST-16 STANDARD STREET LIGHT MAST ARM TYPE STANDARD CURB & GUTTER NOTES 1 Pawmeot " be t)pf 18- oil wt oncIrete mmang & A cw*w#w of 9OX " be obtained for a mkWmm the raWkwmis of sectka 39 of the "State of ChI of 6 e (d ISO&N, the &#&g Fbw DWM 'r Dqwtment of TraWoirtofiw, StwdaW 4w0&vAbns', shal he 16 confamwice, with the fb#b**g tb• wmw arrant edfim, x offivse rooked by Trzffc kxbx o r the aty6noieff- 30-50 L 1, (034m) LU 55-65 L5'(046m) 2 A"Ie bow shall he Clas # egrayak base 70-80 20, (0 6M) confbimkg to Sectim 26 of the standard Veciketibna 85 or more 2.5 ' (0 76m) J Sftc&d sections for oil streets &W be *sgied C" OF SAW"`2 �WELD CALFOFHA umV traift- imlem in wcarabace with the promm of 9 For A*hdt PbwV AIII we Standard 41mcd Promms section JJ LC of me akiii6fw W bviwv* kicoled in the S+�kln Desp Mo" Ve* M=W. 4 W test date &%I in the desip whiabon shalf be LU ANadW by a said ta*q kbwetay r4wt to be &*W and seded by o rkensed anphear. A 5 Obw AC ffikhmss is to be 0,2' ON Ci MOnom AW Ow k to be 04' (LI 2460m) 6 A wWy factor of 0.2 shag he appikd in patliement cakubum, LU U HUMAMF- ST-14REV co ti ti� DAM �9 6/2 /9 9 '16 co STANDARD ORAN JCU 0 C.> o STRUCTURAL CL LU PAVEMENT SCALE SECTION N. s SHEET Swu lira APPROVED C" OF SAW"`2 �WELD CALFOFHA ST-14, ST 1 aw Gomm PUWC WORKS ST-8 STANDARD STRUCTURAL PAVEMENT SECTION ------- - ------ 12" (03rin) concrete caw (if not located #W&Woof next 9* away from PU# &'r in si*") 1"aw toy f. ET1 h=7- 176 I.. V1 112 (N-9) 2-r (5&w) A& Pre-cot concrete Pent/ Box 1 0 C-C 0- )C-90 Q Duct seal, PAI C9 Q 0 0 E� &hedEde 40 - 1.5- (Qom) PIC electric conduit 0 75' (20;;m) max size "W bed 12- (03") Mh. Rod*s TO Street Lot 05" or 0625" x 80' To yoly serike S T R E E T C=> C=:> L I G H T I N G COVER DETAIL NOTES. I Locate street light P# box h awe" #fti7 50'(1.5w) of street light stag dwd 2 Re mow cow before p1miI concrete. Keep kys► Of b" #W of OW40. J P## box " be *e 31 f2 Ord shall be located i iWft 50' ft .%) of the street lot a7d iW" with the sdm* QvW (a75' or taw Mz) 9W be #oced un&r the p0 box for Prof ft box caw shed he marked to it as sbwt 1014 Pu# box shag be pro cost concrete. (1,km or I&m z 2.4m) Gmmlbg Rod (at street liot pa box ody) PULL BOX DETAIL 1.5' - 20' (o nn - a6m) dx* wire betweI corwactkfi$ Cat coadIictars and seew fuse holder pa box No CA* ft owwoof Iff -khe &S" "&r (0 street lot pU# box o* ST-22 I STANDARD STREET PULL BOX DETAILS Ground obrr' INNER BOX DETAIL RLM&W- ST-23FIEV STANDARD MAJOR STREET CROSS SECTIONS I L-13 I I I I � 1 " �� $ � ST-141 ST-231 J R co ti ti� tid co 12078-03-DET Cn 0 0 C.> o SHEET NO.: CL LU e. CM L0 C.4 LO co Cn 4=� p co oo 0 U.), Lo m :3 Lo u? CM Ci UJI CV 11M M M _1> UJI cc a_ UJ co JOB NO.: 12078 Cis 12078-03-DET SCALE: Cp SHEET NO.: 3 of 3 LU UJ LU W LU 0 Ci UU tZ LU U UJ UU LU iZ. UL %Lf J Cr 0 U. o�� 0 ca UJ UJ 0 0 Up QD X 4q. 0 U) CO a. V2 xv- C11-4 CN < e. CM L0 C.4 LO co Cn 4=� p co oo 0 U.), Lo m :3 Lo u? CM Ci UJI CV 11M M M _1> UJI cc a_ UJ PLOT DATE: Mar 05, 2014 JOB NO.: 12078 FILE NAME: 12078-03-DET SCALE: NTS SHEET NO.: 3 of 3 UJ UJ 0 UU UJ UU ■ iZ. UL %Lf J Cr 0 U. o�� 0 UJ UJ 0 0 Up QD X 4q. 0 U) CO 0 L'C X UJ C, xv- C11-4 CN C L Cc PLOT DATE: Mar 05, 2014 JOB NO.: 12078 FILE NAME: 12078-03-DET SCALE: NTS SHEET NO.: 3 of 3