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HomeMy WebLinkAbout5.1-11952 Right Turn Lane Record DrawingREVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD REVIEWED BY: DATE ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS FIDLER R.C.E. 61069 BENCHMARK USED: DATE TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13, TOWNSHIP 30 SOUTH, RANGE 26 EAST, M.D.M., BEING APPROXIMATELY 50 FEET SOUTH OF THE RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION = 354.13 (CITY DATUM) BASIS OF BEARINGS.- THE EARINGS: THE BEARING OF NORTH 00°57'45" EAST ALONG THE CENTERLINE OF BUENA VISTA ROAD AS SHOWN ON PARCEL MAP 11838 PHASE 2 RECORDED IN BOOK 57 OF PARCEL MAPS AT PAGE 169 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. pQ MING AVENUE Concrete Depth O Subbase AS De th mad rrLU z Of a LU UJ O _ C)f UJ W.� 1 0.7' (215mm) 0.34 (105mm) COo Z <( ZD 0> 0.34 (105mm) to WHITE LANE 125 0.9' (260mm) 0.34 (105mm) 0.80' (245 -nm) S.F. Q 231 OAMP(jS Lu Agg. Base PARK OR[VE m Class A' Class BOL rHOOSEP R O J E C T Subbase DRIVE i r AREA SOUTHERN PACIFIC Q BARRICADES RAILROAD 0 - 0Z W0CL -:0 Q STANDARD DATE s�ss� 9/22/" WtAW1 0 Q z F 00000 .1o(i �ZQ(1}L M0Q_ 3Cr U) RIGHT TURN LANE N -W INTO COMMERCIAL OR M. SHAW _�m0 __000 PRIVATE DEVELOPMENT N.T.S. 0 PANAMA LANE J O C" OF T -XX VICINITY MAP NO SCALE BAKERSFIELD, t 1 PARCEL MAP 11952 I Row Leve ' b*s dkocted or appro►ed otherwise by the City Dow LO 2' t _-e__-` 6 for Commercial Onwway, see City of Bakersfield I� standards ST -3 & ST -4 (SIMILAR) �I 8' (PROPOSED STANDARDS) 2% MAX.--'�1 flow the CROSS SLOPE NOTES t This detai mcy be used Oten siope cantrakts exist Detd T--6 may ie used under other condtions 2. See City of 8 Aars£idd standad Sr -1, r}pe 7?' curb and gutta for (# gAoiicobie dinensans and notes J See City of 8 *&sfeld standard ST -14 for s,`ructurd pavement sectio Wonnotion. 4. Concrete to ta►e 0.125' (5mm) wide by 2.0' (501mm) deV mak&W Flare /o0t at 15' (4.6m) 0.0 aid 0.5' (o.l in) e#msion job is at 90' (27.4m) 0.0 5 Samt existo•9 edge of pom7mt as dimted by the City Engkea. 6. Remove; m #cce, or relocate any necessary signs per city requkw e» is or as de ected by the City £ngneer. 7. Any design do dations from this standard mu:;t be %wvead in witbrg by the City Engineer TA82 E A' The wina shalt app/ �ILl T.J. Concrete Depth Ail Depth Subbase AS De th mad 0.5' (150mm) 0.34 (105mm) 0.34' (105mm) 7.5 - 0.6' (185mm) 0.34 (105mm) 0.34' (105rnm) 8.5- 10.0 1 0.7' (215mm) 0.34 (105mm) 0.34' (105rnm) 10.0 0.8' (230mm) 0.34 (105mm) 0.50' (150rnm) 125 0.9' (260mm) 0.34 (105mm) 0.80' (245 -nm) NOTES t This detai mcy be used Oten siope cantrakts exist Detd T--6 may ie used under other condtions 2. See City of 8 Aars£idd standad Sr -1, r}pe 7?' curb and gutta for (# gAoiicobie dinensans and notes J See City of 8 *&sfeld standard ST -14 for s,`ructurd pavement sectio Wonnotion. 4. Concrete to ta►e 0.125' (5mm) wide by 2.0' (501mm) deV mak&W Flare /o0t at 15' (4.6m) 0.0 aid 0.5' (o.l in) e#msion job is at 90' (27.4m) 0.0 5 Samt existo•9 edge of pom7mt as dimted by the City Engkea. 6. Remove; m #cce, or relocate any necessary signs per city requkw e» is or as de ected by the City £ngneer. 7. Any design do dations from this standard mu:;t be %wvead in witbrg by the City Engineer TA82 E A' The wina shalt app/ e for ^oncrete Structural Thicknesses: T.J. Concrete Depth Ail Depth Subbase AS De th 6.0 7.0 0.5' (150mm) 0.34 (105mm) 0.34' (105mm) 7.5 - 0.6' (185mm) 0.34 (105mm) 0.34' (105rnm) 8.5- 10.0 1 0.7' (215mm) 0.34 (105mm) 0.34' (105rnm) 10.0 0.8' (230mm) 0.34 (105mm) 0.50' (150rnm) 125 0.9' (260mm) 0.34 (105mm) 0.80' (245 -nm) MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. ARTERIAL STREET (BUENA VISTA ROAD) 1.5• (+�1 L.F. 6 0' (0. 1&n) f S.F. RIGHT TURN LANE (BUENA VISTA ROAD) v6ries 20' PERFORMED WITHIN EXISTING 0.70' CONC./0.34' A.B./0.34' A.S. (0 61") bisthg A.C. do 0.30' A.C. /0.40' A.B. See rabh., A' At Base 6" CURB 2% MAX. L.F. j. 16 7T CROSS GUTTERS (8' WIDE) 0 G( 6' WIDE CONCRETE SIDEWALK (4" THICK) 1,040 S.F. SAWCUT 231 L.F. pass 8' Agg. Base 95X relatiw Concrete Cl#t Class A' Class awnpoctian CHANNELIZERS Subbase EA. TRAFFIC CONTROL SIGNS SEC T10iV A -A EA. BARRICADES 1 fRE:NAME. T -i REV 0Z W0CL -:0 Q STANDARD DATE s�ss� 9/22/" WtAW1 0 Q z F 00000 .1o(i �ZQ(1}L M0Q_ 3Cr U) RIGHT TURN LANE or INTO COMMERCIAL OR M. SHAW _�m0 __000 PRIVATE DEVELOPMENT N.T.S. APPROWD SHEETHO, ESMT- C" OF T -XX C;ALFKXWIA QTi PUBLIC WORKS DEPARTMENT MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. ARTERIAL STREET (BUENA VISTA ROAD) 223 L.F. 0.45' A.C./1.10' A.B. 445 S.F. RIGHT TURN LANE (BUENA VISTA ROAD) WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING 0.70' CONC./0.34' A.B./0.34' A.S. 2,573 S.F. 0.30' A.C. /0.40' A.B. 910 S. F. 6" CURB 226 L.F. 6" TYPE B CURB & GUTTER 16 L.F. CROSS GUTTERS (8' WIDE) 1 EA. 6' WIDE CONCRETE SIDEWALK (4" THICK) 1,040 S.F. SAWCUT 231 L.F. WHEEL CHAIR RAMPS 2 EA. STRIPING 128 L.F. CHANNELIZERS 1 EA. TRAFFIC CONTROL SIGNS 1 EA. BARRICADES 1 EA. j NOTE: CENTERLINE DWl- DRIVEWAY AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD P.,BLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREi-T RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASEL' 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 PERvIIT. ABBREVIATIONS CL- CENTERLINE DWl- DRIVEWAY FL- FLOWLINE BCR- BEGIN CURB RETURN ECR- END CURB RETURN PI- POINT OF INTERSECTION EC- END CURVE BC- BEGIN CURV_ POC- POINT ON VERTICAL CURVE BVC- BEGIN VERTICAL CURVE EVC- END VERTICAL CURVE PIV(;- POINT OF INTERSECTION VERTICAL CURVE PUE- PUBLIC UTIL TIES EASEMENT DED.- DEDICATION UNDERGROUND SERVILE ALERT OF SOUTHERN CALIFORNIA mg rivir-'m W is DIAL TOLL FREE 1 -KO -227-2600 AT LEAST TWO DAYS BEFORE YOU DIG U W �aU0 W Ocn LU OJ J z00 -Z W p� FQ- �mw�W co ¢lL-- W cr--j 0r'"P zaz a< z U= z W z 0 W =QZOwm(o o m= W Z > Q wy_F-roz�W 6 za=x��i�zm W 2 W t- ¢ Z m W LL �_Wo 0 LLp 9<'4>52zvcW� a x z p� X m w Z Czar-¢~� �0 ¢W0 Z LU z LU C0 ,az0 0- O O m 0 p 0V) 0 p Q J W W }ZZ >OUZ=cns pzQ00-�zz0 (n w t-= m OOw W LL I- Q W W Z o< p z 0 _j 0 z> z w O w p w< r 0 0 LU zO+i wWi1�0za O a Z a > 0 q�0 Wt-=-z",Qpu- 1U-i z z m 'S Z Z U c>-oWr WWZ OW W LL za "'Q�aoFr- C9(n W =�Z< a0� >Q�Zr= C:' of O O" W W (_ -w-r P m W dpaz>tOmQ� >>: W-(n0cn- m W 00LU z_'Kz<m W woo Wz:4:m>-0 i- --00x<2 SHEET No. INDEX O TITLE SHEET M NOTES M BUENA VISTA ROAD RIGHT TURN LANE *" 1 a BY: FRED W. PORTER, RCE 33448 EXP. DATE Of tLJ LLJ0O UJ m � M z DLL.ZZ PARCEL MAP No. 11838 p< -PCZ w Q VZ ¢ 0 w o m��ot ow C Z w 0 MAP LEGEND q )jo . "- �© QC�-wVLLJ mwLJ < -;? QQf�m-- oocVnofaQfywo -- wta ZF-W� LjJQ-'4I)z0©v) w0U:2LLJ s� LjJ 000d►-- t�L Yz0m(cn0 �`-� w> oorEaOzV"m x�'�'�afz1) o <:� 3: LL_ C/ F- w POINT ON CURVE_ (n J J w ZF-wQwcnwCrC) ^� C� J z~ OLLJ Lij=W0 Of- Q r4- t- CnV)Ot-- Q a 01=-zvz r �I-m<OUq O m z 0 Z Q C1_ LLJO r� C ,L. o w F - to ozzwQ�=' LTJ Ofl>-¢`�7:E z C 7 �-- . LTJ <'. - �w-zm EXISTING LED STREET LIGHT 0Z W0CL -:0 Q z0►PtC)C) n� 0 0- 0 O 0 Q z F 00000 -? �ZQ(1}L M0Q_ 3Cr U) or w? wLiJ =>-Or0 EDGE OF PAVEMENT _�m0 __000 SHEET No. INDEX O TITLE SHEET M NOTES M BUENA VISTA ROAD RIGHT TURN LANE *" 1 a BY: FRED W. PORTER, RCE 33448 EXP. DATE KEY MAP SCALE: 1'=200' COB RECORDS No. �.) _... � to L1 LL� - 2 >• 04 LL �� • zCo �s LLJ _ r= lL1 N ( 7 CK.) 2. a) t L e+ ' :1 U) CV LL LLi .._ r p CD .� Cr O CL as n a \\ 1J LL ?Y c \ w \1 Z z 1 0 ~m Z w �U W w ,J0 > w E- w I.IJ o a _i a o a d2� -t. i > U fl o �d + U) z 0 LO w o_ 1 i DATE_ 09/11/2015 SPA JOB No. 26342V f SHEE- T OF 3 SHI=:ETS PARCEL MAP No. 11838 KEY MAP LEGEND PHASE 1 P.M. BK 57, STATION 16+11.75 PRC- PGINT OF REVERSE CURVATURE 0 SHEET INDEX NUMBER PGS 167-168 N � I (BUENA VISTA ROAD) PCC- POINT OF COMPOUND CURVATURE DIRECTION OF DRAINAGE I POC- POINT ON CURVE_ _ r4- GB- GRADE BREAK O EXISTING MONUMENT _ __ -1 HP- HI(:,H POINT O EXISTING LED STREET LIGHT BOLTHOUSE DkIVEt -- THIS SHEET EP- EDGE OF PAVEMENT ESMT- EASEMENT BGN- BEGIN11 CD ~` AP- ANGLE POINT i Q C.O.B.- CI -Y OF BAKERSFIELD �� Pf_- 1 R W / RIGHT-OF-WAY AREA. OF IMPROVEMENTS -"4 d� j I I F�aRCMERGER M Jo. f D4-0588 LT/RT LE-T/RIGHT �� I Q LS LANDSCAPING PARCEL MAP No. 11838 I i f APPROXIMATE PHASE 2 P.M. BK 57, PGS 169- 170 w, :1 W D L0i I I m Ln, - -- STATION 10+00.00 CD (BUENA VISTA ROAD) SOUTHERN PACIFIC RAILROAD KEY MAP SCALE: 1'=200' COB RECORDS No. �.) _... � to L1 LL� - 2 >• 04 LL �� • zCo �s LLJ _ r= lL1 N ( 7 CK.) 2. a) t L e+ ' :1 U) CV LL LLi .._ r p CD .� Cr O CL as n a \\ 1J LL ?Y c \ w \1 Z z 1 0 ~m Z w �U W w ,J0 > w E- w I.IJ o a _i a o a d2� -t. i > U fl o �d + U) z 0 LO w o_ 1 i DATE_ 09/11/2015 SPA JOB No. 26342V f SHEE- T OF 3 SHI=:ETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, 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 POSSIBLE 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 WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED 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 GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE 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, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 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 AND 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 OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM 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. CONTRACTOR SHALL INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. 16, 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(B), "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 CALFORNIA 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 9PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE Z-VISED 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 REQUIR�_MENT. 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 CENYERLINE. 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 CITY STD. NO. DESCRIPTION ❑ ST -17 WIDE CROSS -GUTTER ❑ ST -2 MEDIAN CURBS (TYPE "M","M-1" AND "M-2") (PROPOSED STD. 6/2/99) ❑ ST -19 HANDICAP RAMPS ❑ ST -20 PRIVATE STREET GATES ❑ ST -21 REFUSE CONTAINER PAD ® ST -22 DATED 1/11/99 TRENCH BACKFILL AND COMPACTION REQ. ❑ D-10 SIDEWALK UNDERDRAIN ❑ D-11 DRAINAGE BASIN ❑ D-14 CATCH -BASIN, TYPE "A" ❑ D-15 CATCH -BASIN, TYPE "A-1" ❑ D-16 GUTTER DEPRESSIONS ❑ SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION ❑ SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ® T-1 STREET SIGN, POST TYPE ❑ T-3 MAJOR COLLECTOR TRANSITION ❑ T-12 MINIMUM ACCESS DESIGN ❑ T-34 TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES ® T -XX STANDARD TURN LANE INTO COMMERCIAL OR PRIVATE DEVELOPMENT (SEE DETAIL SHEET 1) 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 ® RSP A88A CURB RAMP DETAILS 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 FER 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. v d LL LL patoworn m zOci>W ud2z`LL"� cwn awawcn W W QF.p �� o F LL Z m Z wI¢z�zw,,,Zo cc w�voi>°�°�¢ z oUo��vSc' Luwz(nw¢ z o= w o LL a x o: _ z0, 0 w� aoaoow�<nW ¢�F-rx-=o aa:o�LL�ozrw U m cn W Y Uj U) �o052 WwQo==mw �w¢w�U w,wzi-a,0 arx-i_23ww5ozom Lu LL Z += Z�pwow¢E00 Qwt- Qua - w zo8wwow�ZQ Owoa=yjoouQ `-`zZm�azzzwo ugrawr- fwzzm OTS=}Z--<260T Q dof o w O o E 0 T~ wii�gxaV>--'OO ao'c�cn,ZY`z�w aa0 ?D�0zwt= c, afw¢ z� QpOz�inm¢c=n 0300UV z.n.izzQowO wwUi OOuduj z��}c~i> �T Ln of rcaa00Ow N QTE:" THIS SITE HAS BEEN DISTURBED PER GRADING PERMIT No. 10-40000032. OWNER SHALL PROVIDE UPDATED BIOLOGICAL CLEARANCE SURVEY PRIOR TO STARTING CONSTRUCTION. RECORD DRAWING BY- FRED W. PORTER, RCE 33448 EXP, ©ATE U _ z CD co a co m LO /� c� c0 V J 0 C5 LLJ z E r L o r; o Ix coU U = -65 w X WLL W QLU a� M o6 LUN C) W � Lu C) 0 0 f r L DATE :f9/11;'2015 PA JOB No. 2642V] SHEET I 2 OF 3 SHEETS z 0 ul W F_ C] W N LL I O z z C I W w w � w u w 0 U- 4 0 c_ DATE :f9/11;'2015 PA JOB No. 2642V] SHEET I 2 OF 3 SHEETS z 0 ul DATE :f9/11;'2015 PA JOB No. 2642V] SHEET I 2 OF 3 SHEETS CONSTRUCTION NOTES CONSTRUCT 11' STANDARD RIGHT TURN LANE INTO COMMERCIAL OR PRIVATE DEVELOPMENT PER PROPOSED C.O.B. STD. DWG. T -XX DATED 9/22/1999 (SEE DETAIL SHEET 1). M SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. FTI CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "C". EXISTING UTILITY VAULT/BOX TO REMAIN, PROTECT IN PLACE. REMOVE EXISTING SIDEWALK AND CONSTRUCT 6' WIDE, 4" THICK, STANDARD TYPE SIDEWALK PER C.O.B. STD. DWG. ST -3 (SIMILAR). EXISTING FIBER OPTIC LINE TO REMAIN, PROTECT IN PLACE. M EXISTING TRAFFIC SIGNAL INTERCONNECT TO REMAIN, PROTECT IN PLACE. Q8 EXISTING ELECTRICAL TOWER TO REMAIN, PROTECT IN PLACE. FE EXISTING WHARF HYDRANT, PROTECT IN PLACE. 10 CONSTRUCT 6" TYPE B CURB & GUTTER PER C.O.B. STD. DWG. ST -1. Fi-il CONSTRUCT 0.30' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY. 12 CONSTRUCT STANDARD COMMERCIAL DRIVE APPROACH PER PROPOSED C.O.B. STD. DWG. ST -3 (SIMILAR) AND C.O.B. STD. DWG. T -XX (SEE DETAILS SHEET 1). 13 WARP SIDEWALK TO MATCH EXISTING. 14 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". PAVEMENT DELINEATION LEGEND O INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, AND A20D. NUMBER INC)INDICATES DETAIL NO. ON STANDARD PLAN. Z INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. INSTALL "BIKE LANE" LEGEND AND ARROW AS SHOWN. NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. SIGN LEGEND EXISTING SIGN TO REMAIN. kj INSTALL NEW 1 POST SIGN. A RELOCATE EXISTING SIGN. --a-- SIGN LOCATION NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. SW ST ESMT RW i 9 i VARIES 0.5' - 4.0' EX. GROUND 1 EX. GROUND SIGN CODES OM4-3 - RED DIAMOND OBJECT MARKER R5-1 - DO NOT ENTER R6 -1(R) - ONE WAY (RIGHT) R26(CA) - NO PARKING ANYTIME SNS -METRO - METRO STREET NAME SIGN SR4-1 - SCHOOL SPEED LIMIT ASSEMBLY C (CA) TYPE N(CA) - CALIFORNIA WARNING SIGN -DIAMOND W31 (CA) - END W10-1 - RAILROAD CROSSING *SEE C.O.B. STD. DWG ST -11 FOR SLOPE PARAMETERS 6' WIDE VARIES SIDEWALKT4.8'-6.0 i % SEE PLAN VIEW FOR RIGHT TURN LANE STRUCTURAL SECTION 11' RIGHT FL TURN LANE SEE DETAIL SAWCUT T -XX LINE** SHEET 1 4' i-6" CURB 2, 17-- GRADE ! GRADE LINE **OR AS DIRECTED BY ST C.O.B. ENGINEER CL 71' 48' EX. PAVEMENT TO REMAIN I I i SEE PLAN VIEW FOR STRUCTURAL SECTIONS BUENA VISTA ROAD HALF N.T.S. BAY TAPER DATA No. 1 STATION OFFSET CL TO FROM FL 14+71.20 65.00' LT 14+76.20 64.82' LT 14+81.20 64.32' LT 14+85.70 63.45' LT 14+91.20 62.25' LT 15+01.20 59.50' LT 15+11.20 56.75' LT 15+16.20 55.55' LT 15+21.20 54.68' LT 15+26.20 54.18' LT 15+31.20 54.00' LT CONTRACTORS NOTE: CONTRACTOR SHALL REMOVE ALL EXISTING CURB AND GUTTER FROM STATION 13+08.74 TO STATION 15+31.20 LEGEND - - RIGHT-OF-WAY - CENTERLINE -Q- PROPOSED TRAFFIC SIGN EX W EXISTING WATER MAIN OHE--- EXISTING OVERHEAD UTILITY LINE - - S- EXISTING SEWER MAIN WITH MANHOLE/CLEANOUT GAS EXISTING HIGH PRESSURE GAS MAIN - --FO- - EXISTING FIBER OPTICS LINE c� EXISTING UTILITY POLE, PROTECT IN PLACE EXISTING FIRE HYDRANT O EXISTING SURVEY MONUMENT, PROTECT IN PLACE 11' X 60' SEE BAY TAPER SIDEWALK EASEMENT PER DOC. DATA No. 1 No. 0215125095, O.R. Ir w w U U U U pw Z I - m �0 � w w w --IQ_ w m Ja DU h- +I < �- ! - 41w 3 J � r j N J DESIGNATED REMAINDER J a z J J 0 o XU) �{ viz o H PARCEL 1 +I �C� fI +I 4Zlmp o m o o P.M. No. 11838-2 d m is �W �w p cn P.M. BK 5%, PGS. 169-170 o o U to v �, � N N x EXISTING UTILITY BOX, TYPICAL (SIZE VARIES) EXISTING PAC BELL MANHOLE �G EXISTING GAS VALVE N EXISTING WATER VALVE WITH SIZE T OR EXISTING STREET SIGN L- EXISTING STREET LIGHT 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. X ,� �' o co 00 M W BOLTHOUSE DRIVE Il„ w00 00 N + °' °' + EXISTING IMPROVEMENTS sr Qi et L6 to to U ( ) 0 v �-- 15' 15' --� ori + EX. SIDEWALK + + + ¢ I - - + + d d �t /� is - - --- - --- --- f Q ,� EASEMENT PER DOC. .- `T Eil. 1 _� ss �4 - �ct �� No. 0213028636, O.R.- r 11 14 -- -- - - - - -- -- _ - C4 Irb R=6 -- d-- - -- /rte C1 3 co �h�.'�G0 1 �h o EX. CURB RETURN } _--- AND ACCESSIBLE RAM, _ - -- -- v' EX. CURB & GUTTER��� _ - -- cam' _ ��s ,h/ EX. JOINT UTILITY EX. EX. PVC- � F� F� 04 F� TRENCHES CONDUIT STUBS ��' I - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------- - -- ----!- ------ EX. PAC BELL EASEMENT R/W DED. PER DOC. No. 0215126178, O.R. tet- uO GAS- - - GAS - -- - - - --- ,,4:, , - - -- - -- ---- - - - - GAS- -- - --- - --- a.: - - -- - - - C � S - -- - I - - EX. MEDIAN ----------------------------- -- ------------- --- ------ 13 = 14 15 16 16+11.75 N00'57'45"E " i CHANNELIZER AND t7 STI INSTALLED AT TIME OF PARCEL DE O BUENA VISTA ROAD PATCH BACK WITH LIKE SECTION PER BUENA VISTA ROAD IMPROVEMENT PLANS PREPARED BY McINTOSH & ASSOCIATES DATED 5/4/10. 0.45' A.C. PAVING OVER 1.00' CRUSHED AGGREGATE BASE 70 OVER 0.95' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 6 (left_ Go•8. STV pw6v ST -11) CONSTRUCT MIN. 0.70' CONCRETE PAVING OVER MIN. 0.34' CRUSHED CLASS 11 A.B. CONSTRUCT TYPE OVER MIN. 0.34' A.S. OVER MIN. 1.25' NAT. GRD. COMPACTED TO 95% MAX. DENSITY ® z I SCALE: 1"=20' BOLTHOUSE DRIVE (EXISTING IMPROVEMENTS) /"\U U/"\I.i LIV 1 r hl\LrLL UL VLLVr IVI LIV I ADJACENT PARCEL DEVELOPMENT R6 -1(R) ��:----EX. STRIPING TO REMAIN EX. MEDIAN --- -.-- --- - -- ---------- - --- - --- ---------- 14 15 BUENA VISTA ROAD STRIPING & SIGNAGE PLAN I z SCALE: 1"=20' C. STRIPING ) REMAIN 16 BY: FRED W. PORTER, RCE 33 448 EXP. U o a Vp w 0 W J za0Z waW� rwnm=zHwal=o w-'E-OaI=-LL�a CL Zo:z�O wm!6 0w>--t-- F-O���p-��cnv o� zLu ����a�� ��wF-Z�►-o�� w Q� O U d Q V zz0 0 ww>-jpUzsoiix z I- W'LF-99wpoom not§<3:m i nt-J E Z o(nw LoiJ6 Zo > z ow� owQPoo wa'TtW69% O a Z a j U a 6TuwF.--Zw<OO I�rw3:,0w551 z w w owLL ^ aw�vwi� aUwin�O cOw�ZZQUZ�U) zwow�oa�z� I g _ � U > W za¢ o z o m v Lnw z w<, w w oLLz>v,Q°acn > }wF-fAUCn- mmuj00IZ ?Om w_jww+- =mQ) 0awz:D hP25 I--0ocCa2 a -fp DATE C5 r z O co M m cl c0 L z op .0 L U C- a L4 x cxa uj LU N M 06 Z N U ' ! Z N F N C, N co C) co O 0 r CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 25.00' 39.27' 25.00' 90'00'00" C2 30.00' 47.12' 30.00' 90'00'00" C3 1 100.00' 1 21.93'11.01' 12'33'49" C4 80,00' 17.12' 8.59'1 12.15'5i" LEGEND - - RIGHT-OF-WAY - CENTERLINE -Q- PROPOSED TRAFFIC SIGN EX W EXISTING WATER MAIN OHE--- EXISTING OVERHEAD UTILITY LINE - - S- EXISTING SEWER MAIN WITH MANHOLE/CLEANOUT GAS EXISTING HIGH PRESSURE GAS MAIN - --FO- - EXISTING FIBER OPTICS LINE c� EXISTING UTILITY POLE, PROTECT IN PLACE EXISTING FIRE HYDRANT O EXISTING SURVEY MONUMENT, PROTECT IN PLACE 11' X 60' SEE BAY TAPER SIDEWALK EASEMENT PER DOC. DATA No. 1 No. 0215125095, O.R. Ir w w U U U U pw Z I - m �0 � w w w --IQ_ w m Ja DU h- +I < �- ! - 41w 3 J � r j N J DESIGNATED REMAINDER J a z J J 0 o XU) �{ viz o H PARCEL 1 +I �C� fI +I 4Zlmp o m o o P.M. No. 11838-2 d m is �W �w p cn P.M. BK 5%, PGS. 169-170 o o U to v �, � N N x EXISTING UTILITY BOX, TYPICAL (SIZE VARIES) EXISTING PAC BELL MANHOLE �G EXISTING GAS VALVE N EXISTING WATER VALVE WITH SIZE T OR EXISTING STREET SIGN L- EXISTING STREET LIGHT 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. X ,� �' o co 00 M W BOLTHOUSE DRIVE Il„ w00 00 N + °' °' + EXISTING IMPROVEMENTS sr Qi et L6 to to U ( ) 0 v �-- 15' 15' --� ori + EX. SIDEWALK + + + ¢ I - - + + d d �t /� is - - --- - --- --- f Q ,� EASEMENT PER DOC. .- `T Eil. 1 _� ss �4 - �ct �� No. 0213028636, O.R.- r 11 14 -- -- - - - - -- -- _ - C4 Irb R=6 -- d-- - -- /rte C1 3 co �h�.'�G0 1 �h o EX. CURB RETURN } _--- AND ACCESSIBLE RAM, _ - -- -- v' EX. CURB & GUTTER��� _ - -- cam' _ ��s ,h/ EX. JOINT UTILITY EX. EX. PVC- � F� F� 04 F� TRENCHES CONDUIT STUBS ��' I - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------- - -- ----!- ------ EX. PAC BELL EASEMENT R/W DED. PER DOC. No. 0215126178, O.R. tet- uO GAS- - - GAS - -- - - - --- ,,4:, , - - -- - -- ---- - - - - GAS- -- - --- - --- a.: - - -- - - - C � S - -- - I - - EX. MEDIAN ----------------------------- -- ------------- --- ------ 13 = 14 15 16 16+11.75 N00'57'45"E " i CHANNELIZER AND t7 STI INSTALLED AT TIME OF PARCEL DE O BUENA VISTA ROAD PATCH BACK WITH LIKE SECTION PER BUENA VISTA ROAD IMPROVEMENT PLANS PREPARED BY McINTOSH & ASSOCIATES DATED 5/4/10. 0.45' A.C. PAVING OVER 1.00' CRUSHED AGGREGATE BASE 70 OVER 0.95' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 6 (left_ Go•8. STV pw6v ST -11) CONSTRUCT MIN. 0.70' CONCRETE PAVING OVER MIN. 0.34' CRUSHED CLASS 11 A.B. CONSTRUCT TYPE OVER MIN. 0.34' A.S. OVER MIN. 1.25' NAT. GRD. COMPACTED TO 95% MAX. DENSITY ® z I SCALE: 1"=20' BOLTHOUSE DRIVE (EXISTING IMPROVEMENTS) /"\U U/"\I.i LIV 1 r hl\LrLL UL VLLVr IVI LIV I ADJACENT PARCEL DEVELOPMENT R6 -1(R) ��:----EX. STRIPING TO REMAIN EX. MEDIAN --- -.-- --- - -- ---------- - --- - --- ---------- 14 15 BUENA VISTA ROAD STRIPING & SIGNAGE PLAN I z SCALE: 1"=20' C. STRIPING ) REMAIN 16 BY: FRED W. PORTER, RCE 33 448 EXP. U o a Vp w 0 W J za0Z waW� rwnm=zHwal=o w-'E-OaI=-LL�a CL Zo:z�O wm!6 0w>--t-- F-O���p-��cnv o� zLu ����a�� ��wF-Z�►-o�� w Q� O U d Q V zz0 0 ww>-jpUzsoiix z I- W'LF-99wpoom not§<3:m i nt-J E Z o(nw LoiJ6 Zo > z ow� owQPoo wa'TtW69% O a Z a j U a 6TuwF.--Zw<OO I�rw3:,0w551 z w w owLL ^ aw�vwi� aUwin�O cOw�ZZQUZ�U) zwow�oa�z� I g _ � U > W za¢ o z o m v Lnw z w<, w w oLLz>v,Q°acn > }wF-fAUCn- mmuj00IZ ?Om w_jww+- =mQ) 0awz:D hP25 I--0ocCa2 a -fp DATE C5 r z O co M m cl c0 L z op .0 L U C- a L4 x cxa uj LU N M 06 Z N U ' ! 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