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HomeMy WebLinkAbout5.1-12082 Record DrawingX TRAFFIC ENGINEER, CITY OF BAKERSFIELD D ATE REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD TE V PUBLIC OR DIRECTOR, CITY OF BAKERSFIELD DATE NICOLAS FIDLER R.C.E. 61069 TOP OF' CONCRETE MONUMENT IN LAMPHOLE AT THE SOUTHEAST ORNER 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) 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 Of.FICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. NO SCALE 2N 'ERSFIELu' CAL'IFUm' 1A BAK BArx "Ar 12-06Z.) N0hE-,5. 1. hNs skidanoy by us ,. -d dwns1q;v cankkits ev*X Vold t-6 xay bap wmd madder olkff cendMwti. 2. 5.v 011 of &-hersA.-Y atanekid Sl --1, r;pa 4 orb old �vflff, ky oft qp&dltla 4nemAcwa wd pods i See City Aty4rjvld 31w.dard 0-14 kr sirw1wd of OL pampall secllw 4. Co nzelo to haIvv- 0. 123' (5m) wkby 10' (&hmn) &Cja m,x&uld &1,6 p4d at 15' 114hu) 0 C wd a 6- (O8.1,11) vwvka pws. 0190' (21 fm) 0 C S� !%wot avWky -x�y& v1puswamt us dwied by ip,4 Ory Ping; 6v. 6. Rwiow, replaca, v ralvote wy rwcesavqs&v3 poy CRY rwukaw-113 of 0s dwechod by ffid City f11,pr*v Z Any tks!Lp evam1kni [tort ffih sluidvd mud be appfowd ih on'14,,g by ffi.? City Enyiidz rA & tF �A " 1.j" 0-aill"d r6otio'ek. 010 Cks� 'A' CwCfelo, SE'CTIOPI A -A MATERIALS LIST now Lka BCR- BUENA VISTA ROAD OLTHOUSE -1 Valm OudedvWpowd ESTIMATED QUANTITIES FOR PLAN Pi- 01hawhe by the City 6figha"T CHECK AND INSPECTION FEE CALCULATIONS, END CURVE NOT TO BE USED FOR BIDDING PURPOSES, BEGIN CURVE POVC- ARTERIAL STREET (BUENA VISTA ROAD) 2' L.F. 0.45' A.C./1.10' A.B. 660 S.F. 6' Fer Cominadot &iwway, C.O.B.- VERTICAL CURVE ,;&- 01ty of OckersiWed 2,965 S.F. stir &Vs 51-3 & Sf-1 (SIMILAR) 1,470 8' (PROPOSED STANDARDS) 2% MAX.- Flow ihe CROSS 6" TYPE B CURB & GUTTER SLOPE L.F. CROSS GUTTERS (8' WIDE) Thd f1141 EA. TRAFFIC CONTROL SIGNS r4 &0 - EA. 10' TO 6' WIDE CONCRETE SIDEWALK (4" THICK) 2,458 S.F. SAWCUT 338 L.F. WHEEL CHAIR RAMPS 2 EA. STRIPING 317 0 _11 19 8.5- -IL - Ig 1 12. 0 All -4- u U) A I 1 A §3 8.0 (0 ren) F- LL 1 1 t4i < N0hE-,5. 1. hNs skidanoy by us ,. -d dwns1q;v cankkits ev*X Vold t-6 xay bap wmd madder olkff cendMwti. 2. 5.v 011 of &-hersA.-Y atanekid Sl --1, r;pa 4 orb old �vflff, ky oft qp&dltla 4nemAcwa wd pods i See City Aty4rjvld 31w.dard 0-14 kr sirw1wd of OL pampall secllw 4. Co nzelo to haIvv- 0. 123' (5m) wkby 10' (&hmn) &Cja m,x&uld &1,6 p4d at 15' 114hu) 0 C wd a 6- (O8.1,11) vwvka pws. 0190' (21 fm) 0 C S� !%wot avWky -x�y& v1puswamt us dwied by ip,4 Ory Ping; 6v. 6. Rwiow, replaca, v ralvote wy rwcesavqs&v3 poy CRY rwukaw-113 of 0s dwechod by ffid City f11,pr*v Z Any tks!Lp evam1kni [tort ffih sluidvd mud be appfowd ih on'14,,g by ffi.? City Enyiidz rA & tF �A " 1.j" 0-aill"d r6otio'ek. 010 Cks� 'A' CwCfelo, SE'CTIOPI A -A MATERIALS LIST FLOWLINE BCR- BUENA VISTA ROAD OLTHOUSE DRIVE) ESTIMATED QUANTITIES FOR PLAN Pi- POINT OF INTERSECTION CHECK AND INSPECTION FEE CALCULATIONS, END CURVE NOT TO BE USED FOR BIDDING PURPOSES, BEGIN CURVE POVC- ARTERIAL STREET (BUENA VISTA ROAD) 474 L.F. 0.45' A.C./1.10' A.B. 660 S.F. RIGHT TURN LANE (BUENA VISTA ROAD) C.O.B.- VERTICAL CURVE 0.70' CONC./0.34' A.B./0.34' A.S. 2,965 S.F. 0.30' A.C./0.40' A.B. 1,470 S.F. 6" CURB . 241 L.F. 6" TYPE B CURB & GUTTER 11 L.F. CROSS GUTTERS (8' WIDE) 1 EA. TRAFFIC CONTROL SIGNS 3 EA. 10' TO 6' WIDE CONCRETE SIDEWALK (4" THICK) 2,458 S.F. SAWCUT 338 L.F. WHEEL CHAIR RAMPS 2 EA. STRIPING 317 L.F. tWilik.1 Ar, iti Agy, 8usiu T J1111 totoffiv umnpovtiex n4u:mANE: -r-low4tv I OV02=01mum'! CL- CENTERLINE DWY- DRIVEWAY FL- FLOWLINE BCR- BEGIN CURB RETURN ECR- END CURB RETURN Pi- POINT OF INTERSECTION EC- END CURVE BC_ BEGIN CURVE POVC- POINT ON VERTICAL CURVE BVC- BEGIN VERTICAL CURVE EVC- END VERTICAL CURVE PIVC- POINT OF INTERSECTION C.O.B.- VERTICAL CURVE PUE- PUBLIC UTILITIES EASEMENT DED.- DEDICATION 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. PRC- POINT OF REVERSE CURVATURE PCC_ POINT OF COMPOUND CURVATURE POC- POINT ON CURVE GB- GRADE BREAK HP- HIGH POINT r-- THIS SHEET EP- EDGE OF PAVEMENT ESMT- EASEMENT BGN- BEGIN AP- ANGLE POINT C.O.B.- CITY OF BAKERSFIELD R/W RIGHT-OF-WAY LT/RT LEFT/RIGHT LS LANDSCAPING APPROXIMATE RECORD DRAWING OYt FRED W. PORTER, KEY MAP LEGEND (X) SHEET INDEX NUMBER DIRECTION OF DRAINAGE STREET SIGN 0 EXISTING MONUMENT _O_ EXISTING LED STREET LIGHT EXISTING CATCH BASIN DATE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG LL u_ 0 CL i5 o 0U) 0 Lu Lu t__ _j e �— (D , z,a, III u ,�W, Z c) cr) C0 CC Z' Lu iE L5 a.<50Fa2wm2 0) L0 W :5 .2 Z w (D I 0�u-w!� . cu w 0 -E Z M It— LT 0 < w z 0 Q LL > re. o Ln w (D < Cr >< 08 L < LL ,.6 Lou CD (D w z qj� �5 w x w U)tCi LLJ Lu > 0 z -T- (j) 0� 0wZwwQ�wi=(j)0 U;m < 0 0 1- 2 Z Z Ll- uj W LL_ Z U) C�6 UJI (1) co >< Z Q) C) I- i5 w o < t 0 0 < Ccf 9 WI) �Z) 0z 81 LLJ w L I-- uw > 0 LL T 0 w i ­Z< < CD ur U, W C) z z L Luu ow 2 - LL Lu u) 18, 0 Z 0 0 11� >- 0z If �X'Lu �2 0 Lmu u 0 CL w --I 00 E -J ow < 0 w0 Lu W 0 CO 't WC) U- > wZ CD co U) 0 ri) �_ — m Q ID:D Z uj UJ Z 0 ffj < 0� (.5 Lu ILL) ULuz<CO C0 QY w Z":) SHEET No. IN[jEX CD TITLE SHEET (D STREET NOTES, STRIPING & SIGNAGE NOTES & DETAILS CD BUENA VISTA ROAD RIGHT TURN LANE L OT -4 1 2-01 33 f) 0 C, J\I 021 2 1 13697 AREA OF IMPROVEMENTS F_1\F\CEL 2 j -, Im 1 1 -0 50 PH-I\SE I 5 9, FCL 57 BOLT USE DRIVE STATION 24+06.40 (BUENA VISTA ROAD) VISTA RIDGE DRIVE 9v 10 0 cr_ 0� 0 ice i 0 z <L 7- pl z uj (elm— D L'-'11I LJI LO -Y in STATION 16+11.75 (BUENA VISTA ROAD) u 1K. E Y M AP SCALE: 1'=200' di -N- COB RECORDS No. ry ) Li! LLJn Li Lj 0 0 w In z z < z — D'1 Z (j) -i < i_- - Q V) Z < Ld < 1: Lj 0 LLI (1) Wz , >_ M 0 r (]� (),) 3 t WCr 0 < ry -Z LLJ Q LJ LLJ LLI >- < Z ji L,j ui Z Z n 0 v) < < Mtn C LLJ 11in . Z M < -i w z ni- c) z -j a , CK 0- ?- Lu < _j LLJ 0 C C) 0< z 1.1i < > Lu CL y c0 V) 0 Of V) CL lij E (.,C- z < LLl 0 0 LL- F- 0 r) (-) ('0 r) Lj U� 0 Z Cr- CK F-- 0 0 M w a I= 0 (1) D V) LLJ z < W 0 0 W_ — :D M Ld > V) Iw- to ZUG-- z ui C) < L'i m < z 0 LLJ z - F- Ld < < < < 0 Ljj < < W _00 0 z X _j u :-7- z 0- LLJ C-) 1z) wD Ci L,J z < U) Lij L.Li Ld WOO -0 (,)0Crv) WOE 0 LF10w�� ry _3 ij ui T 0� 0 Lij co SHEET No. IN[jEX CD TITLE SHEET (D STREET NOTES, STRIPING & SIGNAGE NOTES & DETAILS CD BUENA VISTA ROAD RIGHT TURN LANE L OT -4 1 2-01 33 f) 0 C, J\I 021 2 1 13697 AREA OF IMPROVEMENTS F_1\F\CEL 2 j -, Im 1 1 -0 50 PH-I\SE I 5 9, FCL 57 BOLT USE DRIVE STATION 24+06.40 (BUENA VISTA ROAD) VISTA RIDGE DRIVE 9v 10 0 cr_ 0� 0 ice i 0 z <L 7- pl z uj (elm— D L'-'11I LJI LO -Y in STATION 16+11.75 (BUENA VISTA ROAD) u 1K. E Y M AP SCALE: 1'=200' di -N- COB RECORDS No. 00 0 w U) z 0 DATE 03/27/2015 PA JOB No. 264284 SHEET 017'`,3 SHEETS �j 0 Lai uj co O_ Z w z I 0 u U) w ui F- LL Lu O < cl� < LL 0- 0 0- 00 0 w U) z 0 DATE 03/27/2015 PA JOB No. 264284 SHEET 017'`,3 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALT_ 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 Af�IY 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 ANC 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 MUTES 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 AI',(D 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 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 CONTRAC'TOR'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 i. 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 CIT`( STD. NO. DESCRIPTION ST -1 CURB AND GUTTER (TYPE "A","B" AND "C") ❑ ST -17 WIDE CROSS -GUTTER ❑ ST --2 COMMERCIAL DRIVEWAY ❑ ST --2 MEDIAN CURBS (TYPE "M","M-1" AND "M-2") a Ljj STD. 6/2/99) ® ST -3 SIDEWALK(PROPOSED ztaco - r ❑ ST -19 HANDICAP RAMPS ❑ ST -4 RESIDENCE DRIVEWAY w U) ._ w LLJ � ❑ ST -20 PRIVATE STREET GATES ❑ ST -5 HOUSE NUMBER FOR CURBS J� ❑ ST -21 REFUSE CONTAINER PAD ST -6 DATED 1/11/99 PAVEMENT PATCHES ST -22 DATED 1/11/99 TRENCH BACKFILL AND COMPACTION REQ ❑ ST -7 CROSS -GUTTERS ❑ D-10 SIDEWALK URIDERDRAIN ❑ ST -8 26 INCH PART CIRCLE CULVERT ❑ D-11 D-11 DRAINAGE BASIN Z ST -9 STREET SPECIFICATIONS ❑ D-14 CATCH -BASIN, TYPE "A" ST -10 STREET SECTIONS ❑ D-15 CATCH -BASIN, TYPE "A-1" ❑ ST -10A STREET SECTIONS ❑ D-16 GUTTER DEPRESSIONS ® ST -1"1 STREET CROSS SECTIONS ❑ SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION ❑ ST -12 ALLEY CROSS SECTION ❑ SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ ST -13 SURVEY MONUMENT T-1 STREET SIGN, POST TYPE ❑Z ST -14 "STREET LIGHT, MAST ARM TYPE ❑ T-3 MAJOR COLLECTOR TRANSITION ❑ ST -15 CUL-DE-SACS ❑ T-12 MINIMUM ACCESS DESIGN ❑ ST -16 STREET KNUCKLE ❑ T-34 TRAFFIC SIGNAL INTERCONNECT - WIRING *FIBERGLASS STREET LIGHTS NOT ALLOWED 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 Z RSP A88A CURB RAMP DETAILS - CASE A AND CASE F 11 ii � rolilmi! 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. PAVEMENT DELINEATION LEGEND INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, AND AND. NUMBER iN O INDICATES DETAIL NO. ON STANDARD PLAN. INSTALL TYPE !V(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 LEGE-ND- EXISTING GNDEXISTING SIGN TO REMAIN. INSTALL NEW 1 POST SIGN. RELOCATE EXISTING SIGN. REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR). -�-- SIGN LOCATION NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. a CJ a 0 w O n LU coo J Z�dn� £wC�a,:0 u-QZ�Z Z z N z w Q o Q vulmW o>Q zww� ¢� -or zm awe s'ur 19 rxwooOw¢�cnt9 ¢Qa- S-yZ a Qao OE w ci, z pmuj w o v <L U viw�ww� mz0 0cdn�QQ00- ww> jOUzmcl)m Ii_0Z, om ww_z cC Ana -,, no�¢�wnwzn¢ a�za�cnJ�z> z Qwow¢s-c7o ¢'wx 1c�a zowWwort O�Zza�w>0zZu Qw¢o� u F z w 4 U U uj r�nw>a¢ctaQ z�owao i,w=tz c�T>Y1-qU-> m C9 V) ¢o UJ Ewwo,6 wzwp ?-�- - 0 mLu oJu;wv 0Q>¢zm �=yL�zo wzn F_ t_ 00-1-0c1w ¢2 NOTE: THIS SITE HAS BEEN DISTURBED PER GRADING PERMIT No. 13-40000027. OWNER SHALL PROVIDE UPDATED BIOLOGICAL CLEARANCE SURVEY PRIOR TO STARTING CONSTRUCTION. 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 SR 4-1 SCHOOL SPEED LIMIT ASSEMBLY C (CA) TYPE N(CA) " CALIFORNIA WARNING SIGN -DIAMOND W31 (CA) N END REQ,ORD DRAWING !Y- FRED W, PORTER, RC133448 EXR DAI W z 0 L w DATE 03/2712015 PA JOB No. 2642R4 I � u.; a Ljj a ztaco - r (D m Z w U) ._ w LLJ � w a U a o a W z 0 L w DATE 03/2712015 PA JOB No. 2642R4 -t J� �4 W z 0 L w DATE 03/2712015 PA JOB No. 2642R4 SW ST *SEE C.O.B. STD. DWG. ESMT RW ST -11 FOR SLOPE PARAMETERS 8' 11' RIGHT L — 2) 6' W1 Q E 7) SEE DETAIL SAWCUT SIDEWALKI_ TURN LANE LSUi EX. GROUND T -XX 11 i SHEET 1 Q0 4 2% 6" GU R8 8 EX, GROUND z--2 SEE PLAN VIEW FOR RIGHT TURN LANE STRUCTURAL SECTION m GRADE LINE **OR r' A S DIRE i C TED BY C.O.B. ENGINEER 66' 48' EX. PAVE, ENT TO REMAIN SEE PLAN VIEW FOR STRUCTURAL SEC IONS N.T. BOLTHOUSE DRI\)E (EXISTING IMPROVEMENTS) y EX. GROUND EX. GROUND CONSTRUCTIQN NOTES LEGEND ST M CONSTRUCT 11' STANDARD RIGHT TURN LANE INTO COMMERCIAL OR PRIVATE DEVELOPMENT RIGHT--OF-WAY El EXISTING UTILITY BOX, TYPICAL (SIZE VARIES) CL PER PROPOSED C.O.B. STD. DWG. T --XX DATED 9/22/1999 (SEE DETAIL SHEET 1). CENTERLINE EXISTING PAC BELL MANHOLE M2 SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR INSTALL TRAFFIC SIGN PER CITY STANDARDS. [A EXISTING GAS VALVE TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. -----EX 'I,/— EXISTING WATER MAIN 14 EXISTING WATER VALVE WITH SIZE ❑ CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "1"'. 0 H'E EXISTING OVERHEAD UTILITY LINE 04 EXISTING UTILITY VAULT/BOX TO REMAIN, CONTRACTOR SHALL ADJUST TO GRADE, T EXISTING AT&T UNDERGROUND LINE OR EXISTING STREET SIGN COORDINATE WITH UTILITY OWNER. ­ S- EXISTING SEWER MAIN WITH MANHOLE/CLEANOUT EXISTING STREET LIGHT F-5-1 CONSTRUCT 6' WIDE, 4" THICK, STANDARD TYPE SIDEWALK PER C.O.B. STD. DWG. ST -3 (SIMILAR). ---GAS EXISTING HIGH PRESSURE GAS MAIN F6_1 RELOCATE EXISTING STREET LIGHT AND ELECTRICAL BOX BEHIND CURB PER C.O.B. STD. EXISTING UNDERGROUND ELECTRICAL LINE DWG. ST -14. --FO- EXISTING FIBER OPTICS LINE ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED SWEEP TRAFFIC SIGNAL INTERCONNECT BEHIND CURB, AND RELOCATE BOX BEHIND CURB. -TS I EXISTING TRAFFIC SIGNAL INTERCONNECT GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING F-8-1 EXISTING FIRE HYDRANT TO REMAIN, PROTECT IN PLACE. EXISTING UTILITY POLE, PROTECT IN PLACE IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE F9_1 EXISTING UTILITY POLE TO REMAIN, PROTECT IN PLACE. EXISTING FIRE HYDRANT DATA UNLESS OTHERWISE NOTED. 1-01 TRANSITION FROM 10' WIDE TO 6' WIDE CONCRETE SIDEWALK. 0 EXISTING SURVEY MONUMENT, PROTECT IN PLACE ADD 300 'FEET TO ACHIEVE DESIGN GRADE ELEVATIONS. 1-1-1 CONSTRUCT 6" TYPE B CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 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). 1-31 CONSTRUCT 0.30' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY. 11, X go, SEE BAY TAPER 1-41 EXISTING TRAFFIC SIGNAL INTERCONNECT TO REMAIN, PROTECT IN PLACE. DATA No.1 -H m It CENTERLINE OF 50' WIDE 1--Iry Z 0 Q �_ �_ w O:f :D O� _j _j M �- 0 PG&E GAS LINE EASEMENT a- j2 C) CN < �- 3E I- - 0i 3;:a: PARCF-L 2 Jr P,J\/], 0 PER DOC. No, 0203148941, C) < :H < w 3: to' 3: < + 0 0 m < 0 T 1\1c. 'I 1 -9 6 0) j- H A S E (A 0 O.R. ai z + 00 Fn < N L OT 41, z ,t ui m 0 m 0 CD z Its M Ld LOT LINE 00 X EX. WATER METER 4 C) uj n X + Z 't W N + C3 Ln �STREET R/W DED, PER N SIDEWALK ESMT PER DOC. 0 4 DOC.) C) + DOC. No. 0215007444, O.R. No. 0215007443 , O.R. + N 0) < 25' _�_ 25' 0 7 -SIDEWALK ESMT EX. ST LIGHT 4 Lp I C(EX. R/W PER DOC. No. PER DOC. No. EX. ST LI GHT CONDUIT CONDUIT BOX 5, cb 0207058433, O.R. 0215007443, O.R. BOX TO REMAIN, EX. 6' WIDE <" PROTECT IN PLACE 9 5 1�, -co -�_o 5 M SIDEWALK 110 > L��j / P, --- ------ ------- 'cl) 4 SHE-- HE 7WC Q Q,_ L A VV 7- F-9 SIN - - - - - - - I EX EX. CATCH BASIN �r ci C2 CURB RETURN 14 7 6 AND ACCESSIBLE T [Ei PGE VAULT EX. CURB 2 2- In 7 RAMP In A IS G A GAS 'A� G A G GUTTER GAS G S TO REMAIN 24+06.40 -23 S rT1 _T1 L5_+_1i _Z5 1 17 1 18 21 �2 -N 00*57'45" E_ - c- — _r - - - - — - --- - - - - - - - - - - - C - - - - - -- - - - ---------- EX. MEDIAN CURB, EX, CURB GUTTER, TYPICAL TYPICAL > L 06 -- -- -- R-1 4 Y \iq ill FIxi W VIV, E X\\ F k7v d 'SA I NT J 011-1 N'S LUTHERAIN CI OO + VISTA RIDGE DRIVE (EXISTING IMPROVEMENTS) SW ST ESM F RW VARIES FL 6' WIDE 6' TO tS�1DEZLK1 EX. 6" TYPE "B" CURB & GUTTER m EXISTING IMPROVEMENTS ) TO 58' VARIES N.T.S. ST CL B 0 a A 0 HIM I % SCALE: 1"=40' 11V1 I S T/A Lmor (BOTH VIEWS) f " 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 1.10' CRUSHED AGGREGATE BASE EX. MEDIAN OVER 0.95' NAT. GRD. CURB COMPACTED TO 95% MAX. DENSITY MODIFIED RIGHT TURN LANE STRUCTURAL SECTION CONSTRUCT MIN. 0.70' CONCRETE PAVING OVER MIN. 0.34' CRUSHED CLASS 11 A.B. OVER MIN. 0.34' A.S. OVER MIN. 1.25' NAT. GRD. COMPACTED TO 95% MAX. DENSITY BOLTHOUSE DRIVE CONSTRUCT TYPE (EXISTING IMPROVEMEN FS) 3 BARRICADE WITH (2) OM4-3 W31 (CA) CONTRACTORS NOTE: CONTRACTOR SHALL REMOVE ALL EXISTING CURB AND GUTTER FROM STATION 19+60.43 TO STATION 22+90.43 Fix _TT 22+00.43 59.00' LT 01H E 58.83' LT 22+15.43 58.31' LT G A 57.45' LT - 16 56.25' LT S-) 53.50' LT ui 0 a. - r IVV LT X\ 49.55' EX. GROUND EX. GROUND CONSTRUCTIQN NOTES LEGEND ST M CONSTRUCT 11' STANDARD RIGHT TURN LANE INTO COMMERCIAL OR PRIVATE DEVELOPMENT RIGHT--OF-WAY El EXISTING UTILITY BOX, TYPICAL (SIZE VARIES) CL PER PROPOSED C.O.B. STD. DWG. T --XX DATED 9/22/1999 (SEE DETAIL SHEET 1). CENTERLINE EXISTING PAC BELL MANHOLE M2 SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR INSTALL TRAFFIC SIGN PER CITY STANDARDS. [A EXISTING GAS VALVE TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. -----EX 'I,/— EXISTING WATER MAIN 14 EXISTING WATER VALVE WITH SIZE ❑ CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "1"'. 0 H'E EXISTING OVERHEAD UTILITY LINE 04 EXISTING UTILITY VAULT/BOX TO REMAIN, CONTRACTOR SHALL ADJUST TO GRADE, T EXISTING AT&T UNDERGROUND LINE OR EXISTING STREET SIGN COORDINATE WITH UTILITY OWNER. ­ S- EXISTING SEWER MAIN WITH MANHOLE/CLEANOUT EXISTING STREET LIGHT F-5-1 CONSTRUCT 6' WIDE, 4" THICK, STANDARD TYPE SIDEWALK PER C.O.B. STD. DWG. ST -3 (SIMILAR). ---GAS EXISTING HIGH PRESSURE GAS MAIN F6_1 RELOCATE EXISTING STREET LIGHT AND ELECTRICAL BOX BEHIND CURB PER C.O.B. STD. EXISTING UNDERGROUND ELECTRICAL LINE DWG. ST -14. --FO- EXISTING FIBER OPTICS LINE ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED SWEEP TRAFFIC SIGNAL INTERCONNECT BEHIND CURB, AND RELOCATE BOX BEHIND CURB. -TS I EXISTING TRAFFIC SIGNAL INTERCONNECT GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING F-8-1 EXISTING FIRE HYDRANT TO REMAIN, PROTECT IN PLACE. EXISTING UTILITY POLE, PROTECT IN PLACE IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE F9_1 EXISTING UTILITY POLE TO REMAIN, PROTECT IN PLACE. EXISTING FIRE HYDRANT DATA UNLESS OTHERWISE NOTED. 1-01 TRANSITION FROM 10' WIDE TO 6' WIDE CONCRETE SIDEWALK. 0 EXISTING SURVEY MONUMENT, PROTECT IN PLACE ADD 300 'FEET TO ACHIEVE DESIGN GRADE ELEVATIONS. 1-1-1 CONSTRUCT 6" TYPE B CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 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). 1-31 CONSTRUCT 0.30' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY. 11, X go, SEE BAY TAPER 1-41 EXISTING TRAFFIC SIGNAL INTERCONNECT TO REMAIN, PROTECT IN PLACE. DATA No.1 -H m It CENTERLINE OF 50' WIDE 1--Iry Z 0 Q �_ �_ w O:f :D O� _j _j M �- 0 PG&E GAS LINE EASEMENT a- j2 C) CN < �- 3E I- - 0i 3;:a: PARCF-L 2 Jr P,J\/], 0 PER DOC. No, 0203148941, C) < :H < w 3: to' 3: < + 0 0 m < 0 T 1\1c. 'I 1 -9 6 0) j- H A S E (A 0 O.R. ai z + 00 Fn < N L OT 41, z ,t ui m 0 m 0 CD z Its M Ld LOT LINE 00 X EX. WATER METER 4 C) uj n X + Z 't W N + C3 Ln �STREET R/W DED, PER N SIDEWALK ESMT PER DOC. 0 4 DOC.) C) + DOC. No. 0215007444, O.R. No. 0215007443 , O.R. + N 0) < 25' _�_ 25' 0 7 -SIDEWALK ESMT EX. ST LIGHT 4 Lp I C(EX. R/W PER DOC. No. PER DOC. No. EX. ST LI GHT CONDUIT CONDUIT BOX 5, cb 0207058433, O.R. 0215007443, O.R. BOX TO REMAIN, EX. 6' WIDE <" PROTECT IN PLACE 9 5 1�, -co -�_o 5 M SIDEWALK 110 > L��j / P, --- ------ ------- 'cl) 4 SHE-- HE 7WC Q Q,_ L A VV 7- F-9 SIN - - - - - - - I EX EX. CATCH BASIN �r ci C2 CURB RETURN 14 7 6 AND ACCESSIBLE T [Ei PGE VAULT EX. CURB 2 2- In 7 RAMP In A IS G A GAS 'A� G A G GUTTER GAS G S TO REMAIN 24+06.40 -23 S rT1 _T1 L5_+_1i _Z5 1 17 1 18 21 �2 -N 00*57'45" E_ - c- — _r - - - - — - --- - - - - - - - - - - - C - - - - - -- - - - ---------- EX. MEDIAN CURB, EX, CURB GUTTER, TYPICAL TYPICAL > L 06 -- -- -- R-1 4 Y \iq ill FIxi W VIV, E X\\ F k7v d 'SA I NT J 011-1 N'S LUTHERAIN CI OO + VISTA RIDGE DRIVE (EXISTING IMPROVEMENTS) SW ST ESM F RW VARIES FL 6' WIDE 6' TO tS�1DEZLK1 EX. 6" TYPE "B" CURB & GUTTER m EXISTING IMPROVEMENTS ) TO 58' VARIES N.T.S. ST CL B 0 a A 0 HIM I % SCALE: 1"=40' 11V1 I S T/A Lmor (BOTH VIEWS) f " 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 1.10' CRUSHED AGGREGATE BASE EX. MEDIAN OVER 0.95' NAT. GRD. CURB COMPACTED TO 95% MAX. DENSITY MODIFIED RIGHT TURN LANE STRUCTURAL SECTION CONSTRUCT MIN. 0.70' CONCRETE PAVING OVER MIN. 0.34' CRUSHED CLASS 11 A.B. OVER MIN. 0.34' A.S. OVER MIN. 1.25' NAT. GRD. COMPACTED TO 95% MAX. DENSITY BOLTHOUSE DRIVE CONSTRUCT TYPE (EXISTING IMPROVEMEN FS) 3 BARRICADE WITH (2) OM4-3 W31 (CA) CONTRACTORS NOTE: CONTRACTOR SHALL REMOVE ALL EXISTING CURB AND GUTTER FROM STATION 19+60.43 TO STATION 22+90.43 BAY TAPER DATA No. 1 STATION �wqtzq Om FROM FL 22+00.43 59.00' LT 22+07.93 BAY TAPER DATA No. 1 STATION OFFSET CL TO FROM FL 22+00.43 59.00' LT 22+07.93 58.83' LT 22+15.43 58.31' LT 22+22-93 57.45' LT - 22+30.43 56.25' LT 22+45.43 53.50' LT ui 0 a. 50.75' LT .22+60.43 22+67.93 49.55' LT 22+75.43 48.69' LT ,22+82.93 48.17' LT 122+90.43 48,00' LT SR4-1 (CA) R26(CA) R26(CA) 6' WIDE SIDEWALK)\ R26(CA) R26(CA) SNS -METRO i I-�!I Ii�l i6' WIDE SIDEWALK it c—EX. R/W - — — — - — — — — — — — — — — — — — — — - _,v - — -- — -- R26 �A EX. STRIPING, TYPICAL EX. STRIPING, TYPICAL R6 -1(R) TYPE N (CA) -H LnN 38 SR4-1(CA) INSTALL CHANNELIZERS, TYP. TO BE REMOVED AT TIME OF R5-11 F EX. STRIPING, TYPICAL ADJACENT PARCEL DEVELOPMENT F] ------------------------- 16 ____4.9-_--------- _20- 22 V 4 _T --------- ---- -- --------- ----------------- ---- --------- ----- - ---------------- c ---- --------------- ------------ ---- --------- --- - --- -------- ------ - --- --- - R6 -1(R) 0 R6 -1-(R) TYPE IN (CA) R5-1 TYPE "K" MARKER EX. MEDIAN, TYPICAL TYPE N (CA) El F-1 El VISTA RIDGE DRIVE BUENA VISTA ROAD STRIPING & SIGNAGE PLAN (EXISTING IMPROVEMENTS) SEE SHEET 2 FOR STRIPING & SIGNAGE NOTES & LEGEND d 2 zo QW =z 0 0 a- H,z0z'F',6EzR2 CK CO = uj co wu i-,: 3;� Z' W= w uj LL =0w m (D 1 121 �� 2_2 w X n LU Z < I z 0 < , " z 0 OR 0._ ww> w�P_2wxw < w z ;w�: E 0 < our, 0 a < z 0 co �� 2 > 2�:OWOW<F-60 < wx Em< . ': E 0, g �j 0,' � 'w 0Xz wM Xt s� 00 <2!": _181w>zZ0 <0z, .2L ZW;<2- auZ5 caww Ec0 ' zQJ�X WOOCL-�_ <= U,; ic- ; 6 -> 2 2 'w T 5 WW 5 < 02 wz U- < 11�wpwffi,l 0 wo. 0 w W CO _j COW Ow uj UZ 0 _j < X , 0 a->< w ui 0 0 w Z <�. co 0 or w z D 0 0 w < 2 0 F 1 w 0 F 1 i (,q < ui 0 a. UL w (D Z .. LLJ Cr_ 0 � Fl, 3�> > U- < 0- . DATE 03/27/2015 PA JOB No. 2642R4 SHEET OF 3 SHEETS