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HomeMy WebLinkAbout5.1-12022LEGEND C.O.B. - CITY OF BAKERSFIELD -.-.-.-,----EXISTING T1K214 PLAN LIMITS FF - FINISH FLOOR ELEVATION ------ - - - - PROPOSED STREET FL FP - FINISH PAD ELEVATION — — — - EXISTING STREET E BCR - BEGIN CURVE RETURN - EARTHWORK - PROPOSED SIDEWALK ECR - END CURVE RETURN - - DIRECTION OF DRAINAGE PRC - POINT OF REVERSE CURVE �, - EXISTING POWER POLE P54.13 - PAVEMENT ELEVATION - M MEDIAN CURB - EXISTING SEWER MANHOLE TC55.88 - TOP OF CURB ELEVATION © - EXISTING CLEANOUT F50.62 - FLOWLINE ELEVATION — 281 ---- EXISTING CONTOUR DF50.45 - DEPRESSED FLOWUNE ELEVATION C1 - CURVE INDEX (SEE CURVE TABLE) (EG55.80) - EXISTING GROUND ELEVATION BVC - BEGIN VERTICAL CURVE (EP55.99) - EXISTING EDGE OF PAVEMENT ELEVATION EVC - END VERTICAL CURVE (55.99) - EXISTING FLOWLINE ELEVATION FG50.98 - FINISH GRADE ELEVATION GB - GRADE BREAK C50.98 - CONCRETE ELEVATION 351 - DISTANCE LEFT OF CENTERLINE OF ROAD POVC - POINT ON VERTICAL CURVE 35'R - DISTANCE RIGHT OF CENTERLINE OF ROAD Be EC - BEGIN CURVE -END CURVE PI -POINT OF INTERSECTION H.P. - HIGH POINT VPI - VERTICAL POINT OF INTERSECTION CL -CENTER LINE -------- EXISTING RIGHT OF WAY 2+00.00E -DIRECTION OF STATION LABEL ------- - PROPOSED RIGHT OF WAY - NEW PAVEMENT - - DIRECTION OF DRAINAGE O - SURVEY MONUMENT - ------ � - � - - PROPOSED STREET FL - PROPOSED FIRE HYDRANTS BENCHMARK: THE STEEL ROD FOUND AT THE NORTHEAST CORNER OF ROSEDALE HWY & OLD FARM RD WITH NGS DESIGNATION "M 1454" WITH RECORD NAVD88 ELEVATION = 366.74' WAS USED AS THE VERTICAL BENCHMARK AS SHOW HEREON. SITE BENCHMARK: BRASS CAP FOUND IN LAMPHOLE AT THE INTERSECTION OF BRIMHALL ROAD AND ALLEN ROAD. ELEVATION = 362.85' UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. TENTATIVE PARCEL MAP # 12022 BAKERSFIELD, CA. 93305 KEY MA CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. BRIMHALL ROAD BASIS OF BEARING: THE BEARING OF S00'43'01"W FOR THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 26, 29/26 M.D.B.&M., AS PER PARCEL MAP NO. 10763 RECORDED IN BOOK 52 OF PARCEL MAPS AT PAGES 114 & 115 WAS USED AS BASIS OF BEARINGS SHOWN HEREON. 0 ak'^LL.- i - 1 vv VICINITY MAP N.T.S. Know what's below. Cal I before you dig. CONIUCTOR SHALL CONTACT 811 FOR LOCATION OF ALL. UTUTIM AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION PALM RD QUANTITY CIO) SITE 672 LF. - BRIMHALL ROAD STREET IMPROVEMENT Z1 907 LF. - ALLEN ROAD STREET IMPROVEMENT 0 z w -' - EARTHWORK Ia.. BRIMHALL RD 1886 TONS - ASPHALT CONCRETE PAVING o � A J - CLASS 2 AGGREGATE BASE wZ � - "6" P.C.C. CURB & GUTTER Q 3351 LF. - M MEDIAN CURB pe IAESTSIDE PKWY - SAWCUT EXISTING PAVEMENT VICINITY MAP N.T.S. Know what's below. Cal I before you dig. CONIUCTOR SHALL CONTACT 811 FOR LOCATION OF ALL. UTUTIM AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION SHEET INDEX SHEET DESCRIPTION 1 COVER SHEET 2 GENERAL NOTES 3 BRIMHALL ROAD (PLAN AND PROFILE) 4 ALLEN ROAD (PLAN AND PROFILE) 5 ALLEN ROAD (PLAN AND PROFILE) 6 BRIMHALL ROAD (STRIPING PLAN) 7 ALLEN ROAD (STRIPING PLAN) 8 ALLEN ROAD (STRIPING PLAN) 9 BRIMHALL & ALLEN ROAD (MEDIAN PLAN) 10 STREET SECTIONS 11 STREET SECTIONS & DETAILS 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. �pFESSIp�` F APPROVED BY:& No. C-051930 DERRILL G. WHITTEN JR. DATE' R.C.E. # C-051930 EXP. - 12/31/16 s CIV I� l'�hc of c.\1��'\4 TRAFFIC ENGINEER DATE REVIEWED: _ fl I1-17-Zt� ASSISTANT PUBLIC WORKS DIRECTOR DATE APPROVED BY: ,�\� NICOLAS FIDLER - PUBLIC WORKS DIRECTOR R.C.E. # 61069 EXP. - 12/31/16 DATE CITY RECORDS NO. ��, •I p , P-1 0 5 w W a 0 0 z &PROVEK4EW OUAN TMS QUANTITY 17EM 672 LF. - BRIMHALL ROAD STREET IMPROVEMENT Z1 907 LF. - ALLEN ROAD STREET IMPROVEMENT 0 z 2767 C.Y. - EARTHWORK 0 1886 TONS - ASPHALT CONCRETE PAVING 1035 C.Y. - CLASS 2 AGGREGATE BASE Q 1557 L.F. - "6" P.C.C. CURB & GUTTER ® 3351 LF. - M MEDIAN CURB pe 5278 LF. - SAWCUT EXISTING PAVEMENT Z 6490 S.F. - 5 1/2' COMBINATION SIDEWALK W 4 EACH - INSTALL 9,500 LUMEN STREET LIGHT J 8 EACH - ADA CURB RAMP J 3 EACH - STOP SIGNS Q 16 EACH - MISC. SIGNS SHEET INDEX SHEET DESCRIPTION 1 COVER SHEET 2 GENERAL NOTES 3 BRIMHALL ROAD (PLAN AND PROFILE) 4 ALLEN ROAD (PLAN AND PROFILE) 5 ALLEN ROAD (PLAN AND PROFILE) 6 BRIMHALL ROAD (STRIPING PLAN) 7 ALLEN ROAD (STRIPING PLAN) 8 ALLEN ROAD (STRIPING PLAN) 9 BRIMHALL & ALLEN ROAD (MEDIAN PLAN) 10 STREET SECTIONS 11 STREET SECTIONS & DETAILS 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. �pFESSIp�` F APPROVED BY:& No. C-051930 DERRILL G. WHITTEN JR. DATE' R.C.E. # C-051930 EXP. - 12/31/16 s CIV I� l'�hc of c.\1��'\4 TRAFFIC ENGINEER DATE REVIEWED: _ fl I1-17-Zt� ASSISTANT PUBLIC WORKS DIRECTOR DATE APPROVED BY: ,�\� NICOLAS FIDLER - PUBLIC WORKS DIRECTOR R.C.E. # 61069 EXP. - 12/31/16 DATE CITY RECORDS NO. ��, •I p , P-1 0 5 w W a 0 0 z U a a E� w 0 r N �1 W N H M m N m W O U O J W a L- o w Se m m C) `n 00 E� CL cQ � G cn J � 0 W U IoC N Z C O N � W > CL a Cc zU WV) J- DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 SHEET � 1 OF 11 U LTJ Z1 `-' 0 z O C� W V) U in Z z 0 d c 0 m LD t0 v Ljj a 05 0 r' -j N m I W 3 U a a E� w 0 r N �1 W N H M m N m W O U O J W a L- o w Se m m C) `n 00 E� CL cQ � G cn J � 0 W U IoC N Z C O N � W > CL a Cc zU WV) J- DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 SHEET � 1 OF 11 GENERAL NOTES: (CITY STREET PLANS) ST -17, MAJOR STREET CROSS SECTIONS REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, 39-4.01, "SUBGRADE", OF THE STANDARD SPECIFICATIONS ST -22, SURVEY MONUMENT THE STANDARD SPECIFICATIONS AND THESE SPECIAL AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO SHALL BE MET. 1. ALL IMPROVEMENTS SHALL BE iN ACCORDANCE WITH CITY OF ST -23, STANDARD STREET LIGHT PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE BAKERSFIELD STANDARDS, LATEST EDITION. ST -24, STANDARD LIGHT BASE PLATE DETAILS EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER W NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. 8. THE AREA TO WHICH PAINT B04DER HAS BEEN APPLIED SHALL ST -25, STREET LIGHT PULL BOX DETAILS THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS iN BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO 2. IMPROVEMENTS SHALL BE IN ACCORDANCE LITH STATE OF SW -4, TYPE 'B' MANHOLE SHOULD NOT BE OLDER THAN ONE (1) YEAR. THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF 0 AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING CALIFORNIA BUSINESS AND TRANSPORTA11ON AGENCY SW -6, FRAMES & COVERS FOR MANHOLES c. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN SECTION 42-2.02, "CONSTRUCTION," OF THE STANDARD PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS D-14, CATCH BASIN TYPE 'A' ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL CURRENT EDITION, AS MODIFIED AND DETERMINED APPLICABLE D-17, GUTTER DEPRESSIONS TEST RESULTS ON MICH THE DESIGN IS BASED SHALL o FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED BY THE DIRECTOR. T-1, STANDARD STREET SIGN (POST TYPE) BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED T-2, MISCELLANEOUS SIGN THEORETICAL MAXIMUM DENSITY OF THE DESIGN AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY BY THE CITY ENGINEER. 3. ALL STREETS HAVE BEEN DESIGNED 1N ACCORDANCE WITH THE T-3, STREET SIGN PLATE MAST ARM MOUNT MIXTURE AS DETERMINED BY ASTM D2041. THE ENGINEER. U TRAFFIC INDEX AS SHOWN ON THE TYPICAL CROSS-SECTIONS. T-34, STANDARD TRAFFIC SIGNAL INTERCONNECT -CONDUIT AND ASPHALT CONCRETE MIX SHALL MEET THE 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED PULLBOXES REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF 19. BASE MATERIAL iN ARTERIAL AND COLLECTOR ROADBEDS SHALL AS DIRECTED BY THE CITY ENGINEER. ADD111ONAL ASPHALT 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM 'R' VALUE THE STANDARD SPECIFICATIONS AND THESE SPECIAL U MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND AS SHOWIN ON TYPICAL CROSS-SECTIONS. SHOULD FURTHER 29. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL PROVISIONS. IF THE DATA SUBMITTED SNOWS THAT THE 2 AB) CONFORMING TO SECTION 26 OF THE STANDARD r-, PRIVATE DRIVE WHERE SHOWN ON THE PLANS AND AS DIRECTED TESTING SHOW A LOWER 'R' VALUE OF THE ACTUAL IN PLACE MEET MAE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL2 MATERIALS ARE SUBSTANTIALLY THE SAME AS MEN SPECIFICATIONS, LATEST EDITION; HOWEVER NO RECYCLED OR ,. BY THE CITY ENGINEER AND SHALL BE HAND RAKED, iF MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE AB) CONFORMING TO SECTION 29 OF THE STATE STANDARD THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP RECLAIMED MATERIAL WILL BE ALLOYED. BASE MATERIAL FOR _ zc o � N W NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED LOWER 'R' VALUE. SPECIFICATIONS. LATEST EDITION; HOWEVER NO RECYCLED OR TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL LOCAL STREETS SHALL BE EITHER CL 2 AB OR FINE GRADATION �° w • at CONNECTIONS. 'R' RECLAIMED MATERIAL WILL BE ALLOWED, BASE MATERIAL IN BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. W 3 CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK." 11. WHERE THE COMPACTED THICKNESS OF A LAYER ASPHALT 5. ANY LAYER OF VALUE MATERIAL SPECIFIED IN THE TYPICAL LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL CROSS-SEC110N MAY 8E INCREASED IN DEPTH PROVIDED THAT MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2,4 "GREENBOQK." 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO SPECIAL NOTE BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF THE MATERIAL ABOVE THAT HAS NO LESS THAN THE MINIMUM OF THE EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE THICKNESS SHOWN. 30. IF REQUIRED FOR A MINIMUM COVER OF 30" PER COB STD. SEC. SAW CUT. 1. 24 HOUR INSPECTION NOTICE - PRIG TO THE START OF ANY LONGITUDINAL DRG -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE 6. IF APPROVED 1N WRITING BY THE DIRECTOR, AN ALTERNATE PAVEMENT DESIGN USING CLASS IN AGGREGATE BASE ANDA 3.4.5.2, EXISTING PIPELINES AND UTILITIES SHALL BE LOWERED 3. THE DEVELOPERS EXPENSE PRIOR TO THE INSTALLATION D 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS U PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SEC11ON SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE FOLLOWING SHiFT OF NORMAL PAVING OPERATIONS. ADD11IONAL THICKER A.C. SECTIO! MAY BE USED. BASE OR PAVING. TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT SECTION MAY BE NOTIFIED AT (661) 326-3049. ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADD11IONAL ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 7. ANY WORK WHICH AFFECTS ANY EXISTING CITY MAINTAINED 31. ALL PERMANENT STRIPING AND MARKING SHALL BE 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS 2. COMPAC11CNd TEST NOTE - COMPACTION TESTS SHALL BE THE CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO ROAD OR THE TRAFFIC THEREON SHALL BE COMPLETED WITHIN THERMOPLASTIC PAINT IN CONFORMANCE WITH CALTRANS SPEC. SHALL BE MET. r �1 RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. AP, PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOLD 20 WORKING DAYS FROM START OF WORK. 8010-21C-19. ALL TEMPORARY STRIPING AND MARKINGS NOT 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL m THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE BREAKER, MAY BE PLACED UNDER THE CONFORMS TO iN THEIR ULTIMATE LOCATION SHALL BE WATERBORNE PAINT. BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO DETERMINE BY THE CITY ENGINEER. ~ FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING & ELEVATIONS AND GRADES SHOYM ON THE PROFILES ARE GUTTER FLOWWL{NES (INVERTS). NOTES FROM THE ENGINEER: AVOiD TRACKING BINDER MATERIAL ONTO THE EXISTING 3. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY o OPERATION RESUME. w .. PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. a OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK 12 COMPACTED THICKNESS A LYAEN OF ASPHALT 9. MAXIMUM PLUS GRADE TOLERANCE FOR A.B., A.S.B. / AND O.G. 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. FO CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS CONCWERRETE SHALL BE 0.05 OF A FOOT. START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY/COUNTY PUBLIC WORKS DEPARTMENT FOR WORK TO OTHERWISE PERMITTED BY THE CITY ENGINEER. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF IS PLACED ON ALL CONTIGUOUS LANES cn cQ G ASPHALT CONCRETE OF 10. PORTLAND CEMENT CONCRETE SHALL BE CLASS B UNLESS BE DONE IN THE CITY/COUNTY STREET RIGHT-OF-WAY. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED ESTIMATE FOR THE WORK PERFRMED WITHIN THE THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO OTHERWISE INDICATED. N AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE N PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE Q 2. THE LOCATION OF EXISTING UTILITIES AND UNDERGROUND CONCRETE SHALL BE PLACED AT ROAD CONNEC11ONS AND PERMIT. tV DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT 11. PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY PIPELINES ARE SHOWN iN AN APPROXIMATE WAY ONLY. THE PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS 4. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) `U CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN DEVICES (NOT SHOWN ON THESE PLANS) SHALL BE INSTALLED CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF Q F 10 FEET. ADD11IONAL ASPHALT CONCRETE SHALL BE PLACED TO PLAN APPROVED BY THE CITY OF BAKERSFIELD ENGINEER. EXISTiNf3 U11UTIES AND UNDERGROUND PIPELINES BEFORE NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED U WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-642-2444) ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE CONNECTIONS. - DESIGNER: ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND 12. STREET LIGHTING SHALL BE INSTALLED AND A MEANS PROVIDED FOR ALS_ DAMAGES WHICH MIGHT BE OCCASIONED BY HIS 5. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE TO CONTRACT FOR PUBLIC UTILITY SERVICE AND MAINTENANCE. FAILURE. TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT SCALE: AREA UNTiL A SUBDIVISION PERMIT WITH APPROPRIATE COMP. NO: LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR JOB NO.: AND ALL UNDERGROUND UT1TLIES AND PIPELINES ALL EXISTING CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL SECURITY AND INSURANCE HAS BEEN OBTAINED. OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE 13. PRIOR TO THE START OF ANY EARTHWORK, THE SUBDIVIDER IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTERS, BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF 2 CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS SHALL OBTAIN A GRADING PERMIT AS REQUIRED BY CITY FENCING, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE 6. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT WHEN PAVING OPERATION RESUME. ADOPTED U.B.C. (MODIFIED) AND GRADING ORDINANCE. SHALL SE REPAIRED OR REPLACED AS DIRECTED BY THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES iS NOT LOCATIONS. CITY/COUNTY ENGINEER. GREATER THAN THAT WHICH CAN BE SURFACED DURING THE 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 14. WHEEL CHAIR RAMPS SHALL BE CONSTRUCTED AT ALL CURB FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL 7. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN 92 PERCENT OF THE MAXIMIA THEORETICAL DENSITY AS RETURNS; SEE CITY OF BAKERSFIELD DEVELOPMENT STANDARDS, 3, THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE C.O.B. SPECIAL PROVISION SECTION 86-6.01 OR AN EQUIVALENT DETERMINED BY ATSM D-2041. IN-PLACE DENSITY SHALL BE AS DIRECTED BY THE ENGINEER. OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT AS APPROVED BY CITY ENGINEER. DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. ALL EXISTING FACILITIES, INCLUDING BUT NOT UNITED TO BY THE CITY/COUNTY ENGINEER. TED OPENEDFTOM TEMPORARY CONFORMSABEFORE THE RAKEDND COMPTO CCRETE SHALL BE15. 8. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE STRUCTURES, POLES, PIPELINES, CONDUCTS, CANALS AND 4. MERE PROPOSED IMPROVEMENTS CONNECT TO EXISTING PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF APPURTENANCES, WHICH ARE CONSIDERED TO BE OBSTRUCTIONS FACILITIES, THE CONTRACTOR SHALL, PRIOR TO BEGINNING BREAKER, MAY BE PLACED UNDER THE CONFORMS TO WILL REQUIRE REPAIRING AND/Cl UPGRADING AS PER CITY THE MAXIMUM THEGREiICAL DENSITY, THE CONTRACTOR WILL BE BY THE CITY ENGINEER, SHALL BE RELOCATED AT THE EXPENSE A CONSTRUCTION VERIFY THE LOCATION (HORIZONTAL AND CONSTRUCTION FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING ENGINEER. ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT OF THE SUBDIVIDER. SIZE AND TYPE OF THE EXISTING FACILITY. SHOULD VERTICTHE OPERATIONS RESUME. ASPHALT CONCRETE PAVING NOTES: BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES, (R BOTH, IF NEEDED, ARE TO BE ADJUSTED. ASPHALT 16. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS ACTUAL LOCATION, SIZE OR TYPE DIFFER FROM THAT TH EA 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL DIRECTED BY THE CiTY ENGINEER IN ORDER TO PROVIDE A SAFE SHOO ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS ARTERIAL AND COLLECTOR STREETS AND TYPE 'B' (MODIFIED) THE CONTRACTOR HAS NOTIFIED THE CiTY ENGINEER OF THE CONNECTION TO THE EXISTING STREET PAVEMENT. ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS ADJUSTMENT THAT WILL BE MADE iN ORDER TO MEET THE 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF IN SECTION 39, 'ASPHALT CONCRETE", OF THE STANDARD REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE 17. STORM DRAINAGE SUMP SHALL NOT BE ALLOWED TO ACCEPT COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IS GIVEN DOES NOT MEET THE SPECIFIC RANGE, THE ASPHALT WATER UNTIL SECURED BY PERMANENT FENCING OR IN THE THE HOURS OF CONSTRUCTION OF THE PROJECT, INCLUDING THE PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND CASE OF SHALLOW UNFENCED SUMPS NOT UNTIL COMPLIANCE SAFETY OF ALL PERSONAL PROPERTY THAT THIS REQUIREMENT DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT 2. PRIOR TO iNE ADDITION OF ASPHALT BINDER, THE COMBINED REPLACED WITH MATERIAL THAT MEET THE IN-PLACE DENSITY WITH DEPTH AND SIDE SLOPE CRITERIA AS SET BY THE CITY OF SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN MINERAL AGGREGATE FOR TYPE 'A ' (MODIFIED) OR TYPE 'g' REQUIREMENTS. BAKERSFIELD DEVELOPMENT STANDARDS. WORHOURS; THAT THE CONTRACTOR SHALL DEFEND, 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE "AGGREGATE", 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE 18. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT REQUIREMENTS OF SECTION 39-2.02, OF THE STANDARD SPECIFICATIONS FOR 3 4 INCH MAXIMUM MEDIUM / INDICATE THAT THE RELATIVE CGXuIPAC110N {S EITHER LESS ASPHALT CONCRETE PAVEMENT, AS DIRECTED BY THE CITY CONNECTION WITH THE PERFORMANCE OF WORK ON THIS LANES. SUCH ASPHALT CONCRETE SHALL BE HAND ' GRADING. THAN 9D PERCENT OR MORE THAN 96 PERCENT THE ASPHALT ENGINEER, IN ACCORDANCE WITH THE PROVISIONS IN SECTION PROJECT, EXCEPTING THE UABILITY ARISING FROM THE SOLE COMPACTED T RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND 37 `BITUMINOUS SEALS" OF THE STARD SPECIFICATIONS AND THE STATE DEPARTMENT OF TRANSPORTATION'S STANDARD NEGLIGENCE OF THE OWNER OR THE ENGINEER. BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER OR OTHER APPROVED BOND BREAKER MAY BE PLACED 3. ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT SPECIAL PROVISIONS CURRENTLY IN EFFECT .• 6. PRIOR 0 THE START OF ANY PHASE QF CONSTRUCTION, THE UNDER' THE CONFORMS TO FACILITATE THE REMOVAL OF THE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CiTY ENGINEER. THE ASPHALT THE CONTRACTOR'S EXPENSE. 19. PAVEMENT GRINDING IN ACCORDANCE WITH SECTION 42 OF THE CITY/COUNTY CONSTRUCTION INSPECTION DEPARTMENT SHALL CONFORMS WHEN PAVING OPERATIONS RESUME. BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL STANDARD SPECIFICATIONS SHALL BE PROVIDED AS DIRECTED BE GIVEN 24 HOURS NOTICE. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 FOR "STEAM -REFINED PAVING ASPHALTS", IN SECTION 92-1.02, BE DETERMINED BY: BY THE CiTY ENGINEER WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT 7 COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE "GRADES', OF THE STANDARD SPECIFICATIONS. 16.A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVELOi-'ER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 4. THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED WITH THE DEVICE IN THE FIELD, OR 20. ALL FRAMES AND COVERS WITHIN THE STREET RIGHT-OF-WAY LOCATiG►N OF REQUIRED VESTS SHALL BE DETERMINED BY THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE SHALL BE ADJUSTED TO FINISHED GRADE PER K.C.D.S. PLATE CITY/COUNTY ENGINEER AND/OR IRRIGATION DISTRICT. 14. IF THE 1N -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 16.13. ASTM D1188 WREN SLABS OR CORES ARE TAKEN FOR NO. R-57. IS LESS THAN 92 PERCENT OF THE MAXIMUM THEORETICAL 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE LABORATORY TESTING. ZINC STEARATE MAY BE 8. CORNERSTONE ENGINEERING, INC. SHALL NOT BE RESPONSIBLE DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED SUBSTITUTED WITH PARAFFIN. 21. WHEREVER "CITY ENGINEER" IS CITED IN THESE PLANS, IT OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF REQUIRED RELATIVE COMPAC11ON IS NOT BEING ATTAINED AND BY THE CITY ENGINEER. SHALL EQUATE TO "COUNTY ENGINEER." THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, 16.C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. APPROVED iN WRITING BY CORNERSTONE ENGINEERING, INC. NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE 22. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT OPERA11ONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD C.O.B. ASPHALT CONCRETE PVVING NOTES NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL ENGINEER'S REVIEW AND APPROVAL' NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE DETAIL ST -22. BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF BROUGHT WITHIN TOLERANCE BY EITHER: 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET 5.A. A LIST OF AGGREGATE AND ASPHALT SOURCES 23. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED 17.A. ABRASIVE GRINDING WITH EQUIPMENT U11LIZED DIAMOND BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS BY THAT LOT SHALL BE REMOVED AND REPLACED WITH 5.8. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE BLADES DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS. IN SECTION 39, "ASPHALT CONCRETE," OF THE CALTRANS MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. INCORPORATED IN THE WI RK CONFORM TO THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. REQUIREMENTS SO SECTION 39-2.02, "AGGREGATE', OF 17.6. REMOVAL AND REPLACEMENT, OR 24. PRIOR TO THE START OF ANY PHASE OF CONSTRUC11ON THE 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE THE STANDARD SPECIFICATIONS AND THESE SPECIAL CITY CONSTRUC11ON INSPECTION DEPARTMENT SHALL BE GIVEN 2, PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED INDICATE THAT THE RELATIVE COMPACTION iS EITHER LESS PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND 17.C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. 24 HOURS NOTICE. (661) 326-3049. MINERAL_ AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B THAN 90% OR MORE THAN 967., THE ASPHALT CONCRETE EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN (MODIFIFO) ASPHALT CONCRETE SHALL CONFORM TO THE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED SIX (6) MONTHS. ALL OTHER TESTS RESULTS SHALL BE 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED 25. STAMP AND "S" IN CURB FACE OVER EACH SEWER LATERAL. REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY NO OLDER THAN ONE (1) YEAR. SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE 26. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED GRADING. CONTRACTOR'S EXPENSE. 5.C. AN ASPHALT CONCRETE MIX DESIGN DET'ER'MINED IN THE GRINDING AREA SO THAT THE LONGITUDINAL LIMIT'S OF ON POSTS WITH HAWWKWS M2G SERIES BOLT AND ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL VANDAL -PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS 3, ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL TO, THE NEAREST LANE UNE OR PAVEMENT EDGE AND THE INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK SHALL 13E AR -8000 VISCOSTY GRADED ASPHALT, UNLESS BE DETERMINED BY: A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM 6" FROM BACK. OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 a. DEVICE IN THE FIELD, OR THEORETICAL MAXIMUM DENSITY OF THE DESIGN MiXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE 27. AN OPEN STREET PERMIT FOR EACH PHASE SHALL BE VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY b. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE CONCRETE MIX SHALL MEET THE REQUIREMENTS OF "AGGREGATE", LAST FOIJR PARAGRAPHS OF SECTION 42-2.02, 'CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FOG OBTAINED FROM THE CITY OF BAKERSFIELD PUBUC WORKS DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED WITHIN THE CITY ENGiNEER. THE ASPHALT BiNDER SHALL CONFORM TO THE REQUIREMENTS iN THE TABLE FOR "STEAM -REFINED PAVING SUBSTITUTED WITH PARAFFIN., � SECTION 39-2.02, OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD c. iN CASE OF DISPUTE, METHOD B SHALL BE USED. DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SURFACES AT THE CONTRACTORS EXPENSE. THE FOG SEAL BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN SPECIFICATiONS. SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS EMULSION AS DIRECTED BY THE CITY ENGINEER. WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED ,4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE OLD. THE CONTRACTOR SHALL BEAR ALL THE COASTS SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. MINERAL_ AGGREGATE SHALL BE DETERMINED BY THE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 28. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO 200-2.2 OF THE 'GREENBOOK". BASE MATERIAL FOR LOCAL CURRENT EDITiON, APPLY TO THESE PLANS: WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE STREETS SHALL BE CAB OR FINE GRADATION CRUSHED ST -1, CURB AND GUTTER BY THE CITY ENGINEER. BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT SAW CUT IN A NEAT STRAIGHT UNE, EITHER PARALLEL OR MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 ST -2, MEDIAN CURBS TYPE 'M", "M-1" & "M-2' THE CONTRACTOR'S EXPENSE. PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT OF THE 'GREENBOOK"..... WHICH ALLOWS UP TO 50% OF THE ST -3, COMMERCIAL DRIVE APPROACH TYPE 'A' 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE THE MINIMUM DISTANCE OF TWO AND A HALF (2.5) FOOT FROM VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND ST -4, COMMERCIAL DRIVE APPROACH TYPE 'B' CONTRACTOR SHAH SUBMIT THE FOLLOWING FOR THE CITY 18. iF ABRASIVE GRINDING IS USED TO BRING THE FINISHED THE EXISTING EDGE OF PAVEMENT. CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED ST -10, CURB RAMP ENGINEER'S REVIEW AND APPROVAL' SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL BASE OR A COMBINATION OF THESE MATERIALS. OTHER ST -11, PAVEMENT PATCHES a. A LIST OF AGGREGATE AND ASPHALT SOURCES GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE ST -12, TRENCH BACKFILL AND COMPACTION REQUIREMENTS b. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY ST -13, STANDARD STRUCTURAL PAVEMENT SECTION BE INCORPORATED IN THE WORK CONFORM TO THE GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION DENSITY. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARDS SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLACE SHALL CONFORM TO 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 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. MEN THE 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. 04� i� m 0 5 W a 0 0 z 2� oti o W 3 z �2 Iii >. V o v � U LTJ4 cV) U r-•, r-, Q � ,. ,z c, a O v ,o N 9MN _ zc o � N W U tn o��.. W ..� `� W N z ao Nm�� �° w • at 0 z 3 W 3 U cD z D cn z O U W � C) r �1 N w04 m Ld mCL ~ O w o w a m m o 00 E� cn cQ G � W Z N W Z IC N Q C) „� iL tV � `U �- F_. Q F � z U W N F_ DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600-STR JOB NO.: 364-16-00 SHEET 2 2 OF F5 W TRACT 16121 :'v Q -S18- - 0 N ........362 .... co STA: 1+90.24, 8.00 L SAWCUT -I 1 `5 US ` DRAINAGE EASEMENT Z �L - PROPOSED STREET FP - FINISH PAD ELEVATION 7 w BCR +� v} - PROPOSED SIDEWALK ECR \ 46.63' CJ } J ,Yf - EXISTING POWER POLE :5' t J Yt' � Y➢ i i O E - � M W m . � V. 6 A X z 5 C d 4. ^L a x 1 Ilk dd I `5 US 10 0 DRAINAGE EASEMENT Z �L - PROPOSED STREET FP - FINISH PAD ELEVATION 7 w BCR +� v} - PROPOSED SIDEWALK ECR \ 46.63' CJ } J ,Yf - EXISTING POWER POLE :5' t J Yt' � Y➢ i i O E - � M W m . � V. 6 A X z 5 C d 4. ^L a x - -S118 - .= - EXISTING CLEANOUT ....(EG361.80) - FLOWLINE ELEVATION STA: 2+34.91, 40.001 L0 DF50.45 - DEPRESSED FLOWLINE ELEVATION tn SAWCUT TELY 101�11"E1 RI A@IKET r -J DRAINAGE EASEMENT PER PM 12022 ------ - - - - PROPOSED STREET FP - FINISH PAD ELEVATION - - - - EXISTING STREET E BCR \t 30.00' - PROPOSED SIDEWALK ECR \ 46.63' - DIRECTION OF DRAINAGE PRC J c0, - EXISTING POWER POLE •Od" 2 � ® - EXISTING SEWER MANHOLE Lo - TOP OF CURB ELEVATION 0 - EXISTING CLEANOUT F50.62 - FLOWLINE ELEVATION Y L0 DF50.45 - DEPRESSED FLOWLINE ELEVATION C1 - CURVE INDEX (SEE CURVE TABLE) w 14- I BVC BEGIN VERTICAL CURVE PRIVATELY MAINTAINED BLANKET DRAINAGE €AC�NT PER Em 12022.._- J ..363 J o _1i _ , , J m to J m W 5 eft to 3 � + 363,_ ........ ._. 10. f-04 ¢ cn V W N WC5 WVm w 77777777777-- - [ 1 V - t V C v 1� � s C 777 t" OG t t Q 1 t } V t r F 1 i i. es .''tv.,•.. . M �e f 7, :t f r . A. t r'r J c.a • w r; r Y 3 � f .N N i S "n i / J fi J C, - n - - _-�} - '::`=`_-r - (EG362 1 ?EG362.55) Ln SAWCUT & MATCH co ROAD WIDEN BY C.O.B. (EG362.23) � 14.00'L f d" 1 STA: 6+10.08, IN 2011 PER T1 K214 SAWCUT ...... _ 363 v f , a l t� n a } 5+ 6+00 T 3 �,, :,. u..•......, .. _ STA: 6+78.13, 0.00'R (EG362.10) -f J 0 - -EXISTING EDGE �. OF PAVEMENT 3+00 4+00 I •1 VV cn I -- STA: 1+89.88, 8.00'R SEE LANDSCAPE PLANS - SAWCUT 1 FOR LANDSCAPING 1 _� "e, __._ - ______ __ -- �,�`�• STA: 2+79.99, 8.00'R �` ��• �`- + SAWCUT ... ..,....w.. __.... . a ........... w...........",.. 362 N 1011w C.O.B. - CITY OF BAKERSFIELD - - - - - --EXISTING T11(214 PLAN LIMITS FF - FINISH FLOOR ELEVATION ------ - - - - PROPOSED STREET FP - FINISH PAD ELEVATION - - - - EXISTING STREET E BCR - BEGIN CURVE RETURN 30.00' - PROPOSED SIDEWALK ECR - END CURVE RETURN 46.63' - DIRECTION OF DRAINAGE PRC - POINT OF REVERSE CURVE c0, - EXISTING POWER POLE P54.13 - PAVEMENT ELEVATION ® - EXISTING SEWER MANHOLE TC55.88 - TOP OF CURB ELEVATION © - EXISTING CLEANOUT F50.62 - FLOWLINE ELEVATION --- 281 -- EXISTING CONTOUR DF50.45 - DEPRESSED FLOWLINE ELEVATION C1 - CURVE INDEX (SEE CURVE TABLE) (EG55.80) - EXISTING GROUND ELEVATION BVC BEGIN VERTICAL CURVE (EP55.99) - EXISTING EDGE OF PAVEMENT ELEVATION EVC - END VERTICAL CURVE ( 55.99) - EXISTING FLOWLINE ELEVATION FG50.98 - FINISH GRADE ELEVATION GB - GRADE BREAK C50.98 - CONCRETE ELEVATION 351 - DISTANCE LEFT OF CENTERLINE OF ROAD POVC - POINT ON VERTICAL CURVE 35'R - DISTANCE RIGHT OF CENTERLINE OF ROAD BC - BEGIN CURVE PI - POINT OF INTERSECTION EC - END CURVE VPI - VERTICAL POINT OF INTERSECTION H.P. - HIGH POINT ----- - - - EXISTING RIGHT OF WAY CL - CENTER LINE -------- PROPOSED RIGHT OF WAY 2+00.00E - DIRECTION OF STATION LABEL --- -DIRECTION OF DRAINAGE - - NEW PAVEMENT -- - OO - SURVEY MONUMENT ----- - - -- PROPOSED STREET I - PROPOSED FIRE HYDRANTS BRIMHALL ROAD 1 SAWCUT M MEDIAN ISLAND SEE SHEET 9 OF 11 04' STA:6+10.00, 12.00'R _ SAWCUT BR,IMHALL AD pwn ow Pr '; PAVING SECTION TRAFFIC INDEX = 8.0, 'R" VALUE = 57, INSTALL 0.45' TWE B AC/ 0.50' AB`/ 1.55' NATIVE SOIL COMPACTED TO 95% M.D.Q. CONSTRUCTION NOTES O INSTALL CURB & GUTTER TYPE B PER "ST -1" OF THE PROPOSED C.O.B. SUBDIVISION DESIGN STANDARDS. 20 INSTALL 5.5' WIDE, 4" THICK SIDEWALK PER THE PROPOSED C.O.B. STANDARD ST -5 O3 INSTALL STANDARD WHEEL CHAIR RAMP PER CASE A OF CALTRANS RSP A88A. 4 INSTALL TRAFFIC SIGNAL INTERCONNECT AND PULL BOXES PER C.O.B. O STANDARD T-34. ®INSTALL TYPE "A" CATCH BASIN WITH GUTTER DEPRESSION PER C.O.B. STANDARDS D-14, & D-17 © STAMP "C' INTO THE CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS. 70 EXISTING UTILITY TO BE ADJUSTED OR RELOCATED AS REQUIRED BY OTHERS. 0 INSTALL 9500 LUMIN STREET LIGHT PER C.O.B. STANDARDS ST -23, ST -24, & ST -25. UA j t"k 4koj I' (SEE SHEET 4) I , �II �I O , 7 LLJ uT J EX. CURB RAMI, SIGNALEll �L+ I VV h 3r n t� 'r mt 2 n5 rv,h S• h Yh sr t . 2` ? STA: 9+06.25 40. 00'R k h w Y L R END 0SAWCUT UT Jy r- F SAWC k.� 4. d h<> t - - - STA: 9+35.47, 14.Ot�L�� a� SAWCUT �.,_ �r m z'4 Ln , o� N STA: 9+35.47, 7.50'L N r .99, 7.58 L STA 9+81 r "' W SAWCUT AWCUT N UT � S 'L... a Tei w s A,"��'*�"�'� 3�� i�rz�}: t'��✓r �? r �y �:��fiyP .i�r.��' £ 9yc,��xr:- 00 STA:10+00.00, 0.00'R SAWCUT . .jCD N O N Q O 363 + o Zz Curve Table Curve # Length Radius Delta Tangent C1 46.94' 30.32' 88'41'44" 29.64' C2 47.62' 30.00' 90'56'35" 30.50' C3 46.63' 30.00' 89'03'25" 29.51' C4 47.63' 29.97' 91'04'42" 30.53' C5 30.17' 166.31' 10'2343" 15.13' C6 30.17' 167.87' 1017'53" 15.13' 372 372 ------------- I } 370 I I f 370 3 i t i T f z F i i € I 3 f __�.._..,,»,...................»........_,......,_,.....,.�,,._....M.,...,.......,.....,..._..__•__....,._..,.»�,.......,......,.,...,,.__„d...,........,...,.gyp».....,,..,..,.._......._ ,...,.,._.<.,,,. ..........o,._..,...ti..._.,. ._._._,...,...,_.,_._,.. ..•.».......» ..�...,.........._....,.. ' .._.,.. _ _-_,_ - _.... ._,_, ........,.._.,�...... ».._.,..,.,._... _-,...,.,.,..,.,,-_."._,......,..,. _ i 368 0 47.62' 74.67' .01' . 3' . 3' .38'' 30.14'30.17' ' ! 368 46,84 41 46 6 47 6 57 3017' ON CURVE - ON CURVE ON FL ON FL ON CURVE ON CURVE ON FL ON CURVE FL ON CURVE I , F f a ...... _ 'TING��--GRADE STREET I 366 _ v �' AT ' 366 Ci m mto W • � ti/ i I N X19 W Q W C1 f m •N Iii M i , + to M. dN d tl' t9 ►.,._ p ^ (a - N �y �- p d O .< i at CD 364 > N ''� '� _ e`! + tr° ' �' to m - N _ ca r' n + n '� j ( C.4 ` 364 F -J QMLo NO MM > NW > + Ih <W } > QW NlJild� QW F--� ~W -W •� NWQJ - 3 -'LU - Q F -• J (n Ltd • •.... _ " ��... .. : 3 - - - - - - .........._....... , N ' 362 362 - # 0 =wi 10.209e � � - ° - •2 -0.51 0.5096 0.2196 s - i - j - _. ..... ............ _- -.- ..._..._.. _ ......__......_.._ ......-._._.a...._......__......_ I _ - .....----__- _._....._...._.................._._......_"........_...,.._......_............_._......._....................._.._........._..._........._ ._........_.......a.._, ..._.._................._....._..._.._.... - J _..... Lo s s 360 :EXISTING "' _ c I 360 LU GRADE °o v o ! i , : 0 1 - _. N358 I ( 358 N Q tl }- in W Q V) PUJ �W NW 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 F5 W GRAPHIC SCALE HORIZ: 1"=30' VERT: 1"=3' P. z 0 En w w a 0 Z a w� 04 o M m N m Z Q U ui o J LJ w = � o w m m aCD rA co �•rt N Q cn 1 J a Lq DCN WczW Q N � 0 CL N 0 p W I� Im Z W cn DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 SHEET 3 3 OF 11 JR• Al C3 y N n . O50 Q W Z Ln CJ 0 O d /1\ U LTJ 7 ✓•1 0 U ryH LD Cil Z 0 Z 0CZ wUu,s o U`, (n�� 9 w20-0 wF Z �`° I` og Z V LTJ t 00 N m r-•+ F Iii_ LL.) 3 a w� 04 o M m N m Z Q U ui o J LJ w = � o w m m aCD rA co �•rt N Q cn 1 J a Lq DCN WczW Q N � 0 CL N 0 p W I� Im Z W cn DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 SHEET 3 3 OF 11 11 • • ! , • I LEGEND C.O.B. - CITY OF BAKERSMELD ------------EXISTING T1K2g4 PLAN LIMITS FF - FINISH FLOOR ELEVATION ------ - - - - PROPOSED STREET E FP - FINISH PAD ELEVATION - - - _ EXISTING STREET E BCR - BEGIN CURVE RETURN - PROPOSED SIDEWALK ECR - END CURVE RETURN - - DIRECTION OF DRAINAGE PRC - POINT OF REVERSE CURVE �-- EXISTING POWER POLE P54.13 - PAVEMENT ELEVATION O - EXISTING SEWER MANHOLE TC55.88 - TOP OF CURB ELEVATION © - EXISTING CLEANOUT F50.62 - FLOW INE ELEVATION --- 281 -- - EXISTING CONTOUR DF50.45 - DEPRESSED FLOWkIL.INE ELEVATION C1 - CURVE INDEX (SEE CURVE TABLE) (EG55.80) - EXISTING GROUND ELEVATION BVC _ BEGIN VERTICAL CURVE (EP55.99) - EXISTING EDGE OF PAVEMENT ELEVATION EVC - END VERTICAL CURVE (155.99) - EXISTING FLOWLINE ELEVATION FG50.98 - FINISH GRADE ELEVATION GB - GRADE BREAK C50.98 - CONCRETE ELEVATION 35'L - DISTANCE LEFT OF CENTERLINE OF ROAD POVC - POINT ON VERTICAL CURVE 35'R - DISTANCE RIGHT OF CENTERLINE OF ROAD BC - BEGIN CURVE PI - POINT OF INTERSECTION EC - END CURVE VPI - VERTICAL POINT OF INTERSECTION H.P. - HIGH POINT -------- EXISTING RIGHT OF WAY CL - CENTER LINE -------- PROPOSED RIGHT OF WAY 2+00.00E - DIRECTION OF STATION LABEL - DIREC110N OF DRAINAGE wA - NEW PAVEMENT ----- - - -- PROPOSED STREET O - SURVEY MONUMENT - PROPOSED FIRE HYDRANTS 372 GRAPHIC SCALE to, of 30 •- E DRAINAGE TO SUMP IN TRACT NO. 6141 TAA PRIVATELY MAINTAINED DRAINAGE EASEMENT PER PM 12022 Man aid Pro& PAVING SECTION TRAFFIC INDEX = 9.0, "R" VALUE = 57, INSTALL 0.45' TYPE B AC/ 0.50' AB / 1.55' NATIVE SOIL COMPACTED TO 95% M.Q.D. CONSTRUCTION NOTES INSTALL CURB & GUTTER TYPE B PER 'ST --1" OF THE PROPOSED C.O.B. SUBDIVISION DESIGN STANDARDS. O INSTALL 5.5' WIDE, 4" THICK SIDEWALK PER THE PROPOSED C.O.B. STANDARD ST -5 INSTALL STANDARD WHEEL CHAIR RAMP PER CASE A OF CALTRANS RSP A88A. ® INSTALL TRAFFIC SIGNAL INTERCONNECT AND PULL BOXES PER C.O.B. STANDARD T-34. INSTALL TYPE 'A" CATCH BASIN WITH GUTTER DEPRESSION PER C.O.B. STANDARDS D-14, & D-17 ® STAMP "C' INTO THE CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS. O EXISTING UTILITY TO BE ADJUSTED OR RELOCATED AS REQUIRED BY OTHERS. o INSTALL 9500 LUMIN STREET LIGHT PER C.O.B. STANDARDS ST -23, ST -24, & ST -25. DRAINAGE TO SUMP IN TRACT NO. 6141 VIA PRIVATELY MAINTAINED DRAINAGE EASEMENT PER PM 12022 J V -r .._._.-,.. I-. - SAWCUT & MATCH SEE ENLARGED PLAN ON SHEET 11 Curve Table Curve # Length Radius Delta Tangent C71, 46.66' 29.96' 89'13'20" 29.56' C8, 47.14' 30.00' 90'01'21" 30.01' C9, 46.55' 30.07' 88'42'44" 29.40' C10 20.30' 74.50' 15'36'57" 10.22' C11 20.30' 77.61' 14'59'05" 10.21' C12 47.67' 30.00' 91'02'30" 30.55' C13 46.58' 30.00' 88'57'30" 29.46' C14 30.17' 167.76' 1018'10" 15.12' 9 Z 0 V) 5 w Ln 11 w -i I€ w w 9 Z 0 V) 5 w Ae U 11 I€ z L� VA-� , tI] LTJ 1 _...._._.._.......... I Ij ........... _......33 _.-_........._ � •. � d rQi .t o, ..._....,.... 47.14' 10 ._.. ...... ...........-...... .............__. f 6. t `. � /-) f 20 20 . f _._...... ... cn 46.58I' ............ . ZrrTT�� Fh z 30.17 ................ f _........ .5F0LON _._._ ........ �T N m ►^-� 2 W 3 ; j CURVE CURVE ON370 ON CUR ONFL ON CUR ON CURVE CURVE ON CURVE ON € x € } } ; } } ..................................................._........................-` _. € ........ .... ...... . ........... , I x r } i ._.. .... _..yr..1. ..._ ........ ....,_._..... 5 € f € N I IaJ I i € : € € i t 1 U m i U m W i to tf) �t un � I ofef- }O d. W i O O 1 t0 s .O t0 O 0 h O 00 NP),4:t0 1� d• ' _.....-.-....._..._......-. ' tet oo p M O + tA} M' ►� QO �n i m ►r� p tf! + h� -t-- ...._..._.._..._... t _.. _-.....-...._.. _... , _......._._.-}-. _.......-........_....... t0 366 ¢ cv�,� cc c+o`o ;+cc +'� ^cc r, i ' ¢wLO 1 I 1 .. �}W � pn �M ••t QW NQ-� i¢W- '� ? QW _ t W W W 1 ____i__._. ----- - _..._._......_. # ........ _.._. -> -- - i ...._.-- ........................>._........_.__ w-..._........................�. w 364 �- ____ - - - ; - - - -j- - -� - - ``' c~n wn&ffl W 52� '. 0.23 0.45 (_ VI wJ € -028% 3 1 Q 0.27% - w w i _...._..............QF� .._.......... .............W..__.. . . ..... - .._...._........_........ _.... ._........... _....... .... ................._................_ ............... 362 } it € , z 11 3 � I ' z 1 S } i -- 360 CURB ETURN } i i �?_...�.._ ........ _........................_.......-.--_._}_............_........_...............__..__. } ..._.._...._- _.__..__.__.._._.__-�.,_- 1 - ._.__..................._._ _...... ...... .._._ _ ___...._-_ ..._..._._ € .... € € 358 � s I 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 9 Z 0 V) 5 w U a N w� C) 04 W N F- m U) rn F- m w p U J W w w a m Q a°° C) Lf') m Imo" cQ In G .JO. Lq W U N Z C3 p W LL N O CL Qo W / CL 1 F- cL Z W DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 4 Ae U 11 z L� VA-� tI] LTJ -� � •. � d rQi .t o, < Q' `. Z 04LLJH z c cn ZrrTT�� Fh z � v~ U �T N m ►^-� 2 W 3 U a N w� C) 04 W N F- m U) rn F- m w p U J W w w a m Q a°° C) Lf') m Imo" cQ In G .JO. Lq W U N Z C3 p W LL N O CL Qo W / CL 1 F- cL Z W DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 4 4 OF 11 w LLJ U) w w V) w \■ F - w w V) w !w V ) -364 . VcAPNO 495-010-28 Pkm wd Pmfle PAVING SECTION " TRAFFIC INDEX = 9.0, "R" VALUE = 57, INSTALL 0.45' TYPE B AC/ 0.50' AB / 1.55' NATIVE S01 COMPACTED TO 95% M.D.D. 9+50 10+00 10+50 11+00 11+50 372 370 0 14 n 368 366 364 W 362 360 358 Curve Table I 30.17' __ ___30.50'---,_.. j __ 30.17' a F Tangent C13 ON CURVE ON FL ON CURVE j 88'5r3O" 29.46' C14 30.17' 167.76' 10'18'10" 15.12' C15 1 30.17' 1 165.01' 1 10'2930' 1 15.13' cQ, - EXISTING POWER POLE P54.13 - PAVEMENT ELEVATION LLI {I -EXISTING SEWER MANHOLE TC55.88 -TOP OF CURB ELEVATION © - EXISTING CLEANOUT F50.62 - FLOWLINE ELEVATION co DF50.45 O O - CURVE INDEX (SEE CURVE TABLE) p - EXISTING GROUND ELEVA11ON ( { c0 0' ;d. + - BEGIN VERTICAL CURVE (EP55.99) Go 7 d- ^ cm 3 + Ln SCO CO Qj ...._._............ _......... r _.............._..,_._..___ _ __.`awn GB - GRADE BREAK C50.98 - CONCRETE ELEVATION -+_z_,...._..... � M - POINT ON VERTICAL CURVE 35'R - DISTANCE RIGHT OF CENTERLINE OF ROAD BC LLj PI - POINT OF INTERSECTION --� - END CURVE VPI - VERTICAL POINT OF INTERSECTION — —' - HIGH POINT lit-- I EXISTING RIGHT OF WAY N W 0.37% -------- PROPOSED RIGHT OF WAY 2+00.00E - DIRECTION OF STATION LABEL - - DIRECTION OF DRAINAGE ` ' ' - NEW PAVEMENT ------ - - - - PROPOSED STREET O - SURVEY MONUMENT- 0.459 PROPOSED FIRE HYDRANTS EXISTING 1 _GRADE 1_..__._. 1 I i I I I3 E s ` i � 9+50 10+00 10+50 11+00 11+50 372 370 0 14 n 368 366 364 W 362 360 358 Curve Table Curve # Length Radius Delta Tangent C13 46.58' 30.00' 88'5r3O" 29.46' C14 30.17' 167.76' 10'18'10" 15.12' C15 1 30.17' 1 165.01' 1 10'2930' 1 15.13' CONSTRUCTION NOTES O INSTALL CURB & GUTTER TYPE B PER "ST -1" OF THE PROPOSED C.O.B. SUBDIVISION DESIGN STANDARDS: O INSTALL 5.5' WIDE, 4" THICK SIDEWALK PER THE PROPOSED C.O.B. STANDARD ST -5 3 INSTALL STANDARD WHEEL CHAIR RAMP PER CASE A OF CALTRANS RSP A88A. ®INSTALL TRAFFIC SIGNAL INTERCONNECT AND PULL BOXES PER C.O.B. STANDARD T-34. O INSTALL TYPE "A" CATCH BASIN WITH GUTTER DEPRESSION PER C.O.B. STANDARDS D-14, & D-17 © STAMP 'C' INTO THE CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS. O EXISTING U11LJTY TO BE ADJUSTED OR RELOCATED AS REQUIRED BY OTHERS. CD INSTALL 9500 LUMIN STREET LIGHT PER C.O.B. STANDARDS ST -23, ST -24, & ST -25. LEGEND C.O.B. - CITY OF BAKERSFIEL.D ------------EXISI1NG T1K214 PLAN LIMITS FF - FINISH FLOOR ELEVA11ON ------- - -- PROPOSED STREET FP - FINISH PAD ELEVATION — — — - EXISTING STREET E BCR - BEGIN CURVE RETURN -PROPOSED SIDEWALK ECR -END CURVE RETURN - DIRECTION OF DRAINAGE PRC - POINT OF REVERSE CURVE cQ, - EXISTING POWER POLE P54.13 - PAVEMENT ELEVATION © -EXISTING SEWER MANHOLE TC55.88 -TOP OF CURB ELEVATION © - EXISTING CLEANOUT F50.62 - FLOWLINE ELEVATION , 281 -_ - EXISTING CONTOUR DF50.45 -DEPRESSED FLOWLINE ELEVATION C1 - CURVE INDEX (SEE CURVE TABLE) (EG55.80) - EXISTING GROUND ELEVA11ON av 0' ;d. BVC - BEGIN VERTICAL CURVE (EP55.99) -EXISTING EDGE OF PAVEMENT ELEVATION EVC - END VERTICAL CURVE ( 55.99) - EXISTING FLOWLINE ELEVATION FG50.98 - FINISH GRADE ELEVATION GB - GRADE BREAK C50.98 - CONCRETE ELEVATION 351 - DISTANCE LEFT OF CENTERLINE OF ROAD POVC - POINT ON VERTICAL CURVE 35'R - DISTANCE RIGHT OF CENTERLINE OF ROAD BC - BEGIN CURVE PI - POINT OF INTERSECTION EC - END CURVE VPI - VERTICAL POINT OF INTERSECTION N.P. - HIGH POINT -------- EXISTING RIGHT OF WAY CL - CENTER LINE -------- PROPOSED RIGHT OF WAY 2+00.00E - DIRECTION OF STATION LABEL - - DIRECTION OF DRAINAGE ` ' ' - NEW PAVEMENT ------ - - - - PROPOSED STREET O - SURVEY MONUMENT- PROPOSED FIRE HYDRANTS m O W 3 Z Lo 0I c z O U z 0 U U 0 z w C� V) z Q LTJ o av 0' ;d. c u a � � I�VNN �QMM �+C+ (!1 Ljj 5i w z O v" 0 V LTjCOY[' )Z RmFt�i 35 (lI 3 a a N w� C1 WN � r - m rn m w Q v O W J W J W Q � W aUj m m o u7 00 J U 0 Z F- -j V) Z 0 1..1. Q � W Lq V N zoo DCN WHO: cr. N O d W p: CL F— Q � z W V) DESIGNER: JEM -CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. N0: 3641600_STR JOB NO.: 364-16-00 SHEET 5 5 OF 11 LEGEND D-9 CALTRANS STRIPING DETAIL 9 D-31 CALTRANS STRIPING DETAIL 31 D-38 CALTRANS STRIPING DETAIL 38 D -38A CALTRANS STRIPING DETAIL 38A D-39 CALTRANS STRIPING DETAIL 39 R1-1 "STOP" SIGN R3 -5R "RIGHT TURN ONLY" SIGN R5-1 "DO NOT ENTER" SIGN R6-1 "ONE WAY" WITH TYPE OM1 -3 IN MEDIAN OPPOSITE LOCAL STREET R7-1 "NO PARKING ANY TIME" SIGN R7-9 "NO PARKING BIKE LANE" SIGN R26(CA) "NO PARKING ANY TIME" SIGN YP PAINT BULLNOSE YELLOW 12" STOPASIDEWALK (WHITE)) ALIGNED WW9 BACK OF PAINT "BIKE" & "LANE" PER CALTRANS STD. A24E -Nl R7-9 -. D-49 (53 L.F.) R1-1 12" STOP BAR (MITE) ALIGNED WITH BACK OF "" PAINT BIKE & "LANE" SIDEWALK PER CALTRANS STD. A24E R7-9 PAINT "STOP" PER ' CALTRANS STD. A�'�4D D-39 (139 L.F. _ r- D 9 (721 L.F.) R6-1 T D-9 (723 L.F.) 00 4+00 I- �- BRIMHALL ROAD BRMHALL ROAD EXISTING STRIPING TO BE REMOVED I 26(CA) PAINT "BIKE" & "LANE" F PER CALTRANS STD. A24E i PAINT "STOP" P CALTRANS STD. A24DEl 4+ PAINT "BIKE "LANE" PER CALTRANS STD. A24E PROPOSED N R6-1 /- MEDIAN GRAPHIC SCALE 30' 15' 0' 15' 30' ( IN FEET) 1 inch = 30 ft. CA) Z LF.) T "BIKE PER CALTRANS STD. A24E D-39 (120 LF.) 6+00 I — BRIMHALL ROAD PROPOSED STRIPING PLAN (TYP•) GRAPHIC SCALE 30' 15' O' 15' 30' ( IN FEET) 1 inch = 30 ft. PAINT -BIC* "LANE" PER CALTRANS STD. A24E N 8+00 R7-9 D-39 (157 LF.) 0 0 8 ALLEN RD (SFF PAGE 7) ALLEN RD (SEE PAGE 7) F11 PAINT "BIKE" & "LANE" PER CALTRANS STD. A24E �o PAINT ±15 LF OF 10 12" MITE LINE PER CALTRANS STD. A24F CI 0 0 Z m z LL, w 0 a a 0 r N ui N U � o � o J ED J w _ Ul w m Q m o Lo 00 N _J v C' z J D LnZ: O cQ N G .J CL U Z •� Z DCN W�� Q N CL W '— Ce CL ��— F- — tr Cn Z w N F - DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: ASSHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 SHEET 6 6 OF U L ^ O � � z ^�TJ W LTJ ¢ J � �Z 7 c Qz � Li 21 w z V LTJ ^ w Nm�ii z 3 w 3 m z LL, w 0 a a 0 r N ui N U � o � o J ED J w _ Ul w m Q m o Lo 00 N _J v C' z J D LnZ: O cQ N G .J CL U Z •� Z DCN W�� Q N CL W '— Ce CL ��— F- — tr Cn Z w N F - DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: ASSHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 SHEET 6 6 OF a �Wi zj 0 a I mug it (SEE PAGE 6) H LEGEND REMOVE ARROW (TYP.) IVIIIN-N, 'N"'N-V N 4+00 ,NVFFR�­ tN-07VIII NN AeN =x--v=-t-vvmv- DrUAW ALL wmirvrn rvie-mur -r- ---- "'.- _VIII_...__.... ............... . . ........ . .. AD.J STRIPING FROM CROSSWALK TIL 0 STA110N 14+38.61 #1 I's I I I I & r 1 111 11 1 n1, D-9 CALTRANS STRIPING DETAIL 9 D-31 CALTRANS STRIPING DETAIL 31 D-38 CALTRANS STRIPING DETAIL 38 D -38A CALTRANS STRIPING DETAIL 38A D-39 CALTRANS STRIPING DETAIL 39 Rl-1 "STOP" SIGN R3 -5R "RIGHT TURN ONLY" SIGN R5-1 "DO NOT ENTER" SIGN R6-1 "ONE WAY" WITH TYPE OM1 -3 IN MEDIAN LIJ > OPPOSITE LOCAL STREET R7-1 "NO PARKING ANY TIME" SIGN R7-9 "NO PARKING BIKE LANE" SIGN R26(CA) -NO PARKING ANY TIME- SIGN YP PAINT BULLNOSE YELLOW (SEE PAGE 6) EMOVE FOG LINE ALL THE WAY NORTH TO OLD TO* RD LE 7+00 ALLEN ROAD EXISTING STRIPING TO BE REMOVED PROPOSED STRIPING PLAN _ i --W%IOVE SIGNS 00 KtMVVt NUN CD n 12+00 Cf) .....................- - ------- ❑ ... .......... . . ..... . ..... . ...... GRAPHIC SCALE 40' 20' ol 20' 40' (IN FEET) 1 inch = 40 ft. PAINT 127 BASIC CROSSWALK PER CALTRANS STD. A24F r L=__ r- MR 1 DINC 6C LANt PER CALTRANS STD. A24E GRAPHIC SCALE 40' 20' of 20' 40' (IN FEET) 1 inch = 40 ft. .,,f -D-31 (355 _LF.) = r7l 00 e� C � m Ce r*j CL 0 Z LIJ > Cg CL CL VA L z uj w DESIGNER: o CHECKED BY: LTJ DATE: 11/12/2015 DRAFTER LTJ SCALE- Q E COMP. NO: 36 600-STR JOB NO.: :z SHEET 00 C 7 OF 11 u w LLJ LO7 L.LJ 110 9 z -0 L5L, LLJ _j U 0 11. _j 1 FFTI Z:) C5 I M V) 7:7 --W%IOVE SIGNS 00 KtMVVt NUN CD n 12+00 Cf) .....................- - ------- ❑ ... .......... . . ..... . ..... . ...... GRAPHIC SCALE 40' 20' ol 20' 40' (IN FEET) 1 inch = 40 ft. PAINT 127 BASIC CROSSWALK PER CALTRANS STD. A24F r L=__ r- MR 1 DINC 6C LANt PER CALTRANS STD. A24E GRAPHIC SCALE 40' 20' of 20' 40' (IN FEET) 1 inch = 40 ft. .,,f -D-31 (355 _LF.) = r7l 00 U INQ INQ 4r, LLj 04 n m V) Z: L.j m a_ 0 JW U_ U) m � m C:> U") 00 4 Z ONO CL e� C � I.L.Q U Ce r*j CL 0 Z LIJ > Cg CL CL VA L z uj w DESIGNER: o CHECKED BY: LTJ DATE: 11/12/2015 DRAFTER LTJ SCALE- Q E COMP. NO: 36 600-STR JOB NO.: :z SHEET 00 C 7 OF 11 u w LLJ LO7 L.LJ 110 9 z -0 L5L, LLJ _j U 0 _j Z:) V) 7:7 0 U U INQ INQ 4r, LLj 04 n m V) Z: L.j m a_ 0 JW U_ U) m � m C:> U") 00 4 Z ONO CL � I.L.Q U Ce r*j CL 0 Z LIJ > Cg CL CL L z uj w DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE- AS SHOWN COMP. NO: 36 600-STR JOB NO.: 364-16-00 SHEET 7 7 OF 11 m z 0 S w >r t ti W 3 =to> o v W� v REMOVE FOG LINE ALL THE �I /-WAY NORTH TO OLD TOWN RD w� � �-°�c--� ^r-'�-'v�♦ � ��-•r--,c--,c--^�-�--� � �'�..r_.^���-�--^c � � r..,,r.-� t--�--��� � �-�-^�^c- � � � �,.,r-.�.r.,,,c...^� � � ���--�---�--�_-rte,....__.... CD 12+00 13+00 14+00 w_. _. ___._____ �_ ___.._____. __ _......_.__.. - ...___. __ __m.M_... _.............. _._....._.__ ALLEN ROAD LEGEND D-9 CALTRANS STRIPING DETAIL 9 D-31 CALTRANS STRIPING DETAIL 31 D-38 CALTRANS STRIPING DETAIL 38 D -38A CALTRANS STRIPING DETAIL 38A D-39 CALTRANS STRIPING DETAIL 39 R1-1 STOP" SIGN R3 -5R "RIGHT TURN ONLY" SIGN R5-1 'DO NOT ENTER" SIGN R6-1 'ONE WAY' WITH TYPE OM1 -3 IN MEDIAN OPPOSITE LOCAL STREET R7-1 'NO PARKING ANY TIME' SIGN R7-9 'NO PARKING BIKE LANE" SIGN R26(CA) 'NO PARKING ANY TIME' SIGN YP PAINT BULLNOSE YELLOW R 24 /TCC i r N ALLEN ROAD mmummmmmwmm� EXISTING STRIPING TO BE REMOVED 11E NEW STRIPING INTO EXISTING STRIPING AL-L-€N--RoAQ-- ALLEN ROAD PROPOSED STRIPING PLAN GRAPHIC SCALE 40' 20' 0' 20' 40' (IN FEET) 1 inch = 40 ft. GRAPHIC SCALE 40' 20' 0' 20' 40' ( IN FEET) 1 inch = 40 ft. zP-"L 0 rI V, LI] n 4 u 4 0 ry V) V) u ^ o Z r-, Q J Q U Cs u it N C Jz'•^ W 7 U1 Cn � ^E W (D V O M �v 0 V U.3 # a a allw d- 0 N r T�N1 LLJN V1 ~ ►'7 m C C7 M Q U (0 J W Q (� W m W DE Se m m C) tfi 00 V1 CL Q C uj U~ o Z c N �?<� Q N CL o z LU Q — Cn E -- Z LU DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600-STR JOB NO.: 364-16-00 SHEET 8 8 OF 11 STA:1+90.16, 7.00'L - ELEV: 362.77 MATCH EXISTING _ S8911'03'E 89,84' 1�2 '00 S8911'03"E 90.12' STA:1 +89.88, 7.00'R ELEV 362.93 MATCH EXISTING STA: 2+80.00, 7.00'L ELEV 362.59, AP STA: 2+80.00, 7.00'R ELEV, 362.50, AP SAWCUT &REMOVE TYPE "M" MEDIAN CURB Scale: NTS =I 2x 4" SCH 40 PVC WATER LINE E' STA: 6+10.00, 13.00 9�,. 'L ELEV: 362.95, AP N89'46'27"E 330.05' 4+1 0 - S89'1 1'03"E 6+00 rr N88 29'23"W 330.02' C16 -� "- STA: 6+10.00, 11.00'R T -- HALL -ROAD ELEV: 362.88, BC STA: 6+50.00 6.00' µ R ELEV 362.98, EC LEGEND - EXISTING MEDIAN CURB - PROPOSED MEDIAN CURB - PROPOSED MEDIAN WATER UNE MEDIAN PLAN MEDIAN PLAN STA: 9+22.47, 13.00'L _ ELEV 363.33 ... S89'11'030E 312.46' +00 C17 8+00 3"E 192.46' STA:7+30.00, 9.00'L 9+00 VA I ELEV: STA: 9+22.47, 9,00 L 363.31, EC `�""�"`� r _ - , STA: 6+90.00, 4.00'L 55 ELEV: 363. ELEV 363.14, BC .3.55. Ole GRAPHIC SCALE 30' 15' 0' 15' 30' FTq _ ( IN FEET) 1 inch = 30 ft. GRAPHIC SCALE 40' 20' 0' 20' 40' ( IN FEET) 1 inch = 40 ft. SEE ENLARGED PLAN ON SHEET 11 *SEE LANDSCAPE PLANS FOR MEDIAN LAXOSCAPING Line Table Line # Length Direction L1 41.23 N76'46'46"E L2 L --[L3 41.15 N12 50'46"W 1 � N12707'30"W 40.41' 164.38' STA:1+90.16, 7.00'L - ELEV: 362.77 MATCH EXISTING _ S8911'03'E 89,84' 1�2 '00 S8911'03"E 90.12' STA:1 +89.88, 7.00'R ELEV 362.93 MATCH EXISTING STA: 2+80.00, 7.00'L ELEV 362.59, AP STA: 2+80.00, 7.00'R ELEV, 362.50, AP SAWCUT &REMOVE TYPE "M" MEDIAN CURB Scale: NTS =I 2x 4" SCH 40 PVC WATER LINE E' STA: 6+10.00, 13.00 9�,. 'L ELEV: 362.95, AP N89'46'27"E 330.05' 4+1 0 - S89'1 1'03"E 6+00 rr N88 29'23"W 330.02' C16 -� "- STA: 6+10.00, 11.00'R T -- HALL -ROAD ELEV: 362.88, BC STA: 6+50.00 6.00' µ R ELEV 362.98, EC LEGEND - EXISTING MEDIAN CURB - PROPOSED MEDIAN CURB - PROPOSED MEDIAN WATER UNE MEDIAN PLAN MEDIAN PLAN STA: 9+22.47, 13.00'L _ ELEV 363.33 ... S89'11'030E 312.46' +00 C17 8+00 3"E 192.46' STA:7+30.00, 9.00'L 9+00 VA I ELEV: STA: 9+22.47, 9,00 L 363.31, EC `�""�"`� r _ - , STA: 6+90.00, 4.00'L 55 ELEV: 363. ELEV 363.14, BC .3.55. Ole GRAPHIC SCALE 30' 15' 0' 15' 30' FTq _ ( IN FEET) 1 inch = 30 ft. GRAPHIC SCALE 40' 20' 0' 20' 40' ( IN FEET) 1 inch = 40 ft. SEE ENLARGED PLAN ON SHEET 11 *SEE LANDSCAPE PLANS FOR MEDIAN LAXOSCAPING Line Table Line # Length Direction L1 41.23 N76'46'46"E L2 L --[L3 41.15 N12 50'46"W 20.29' 30.73 N12707'30"W STA: 9+24 ELEV: 362 _C18 STA: 10+79.82, 7.00'L ELEV: 366.00 70 21) -7 nnoo Curve Table )[PC C7-). Curve Length Radius Delta Tangent C16 40,40' 175,09' 1313'14' 20.29' C17 40.41' 164.38' 14'05'12" 2D.31 - 0.31'C18 C1 8'', 6.28' 2.00' 180'00'00' INFINITY C19 3.14' 1.00' 180'00'00" INFINITY C20 40.38' 170.03' 13 36'33 20.29' C21 '', 40.38' 170.03' 13-36'33- 20.29' C22 6.88' 2.20' 178'57'30 242.35' C23 30.30' 146.75' 11'4948" 15.20' C24 30.30' 146.71' 11'49'56" 15.20' C25 6.17' 2.50' 14118'14" 7.12' C28 21.99' 7.00' 180'00'00" INFINITY _ C29 29.83' 45.00' 37'5845" 15.49' a 0 W N m CR N m ~ Q V Z m o � a C" J w� J W W � � m m CD U') 00 E� CL cQ cn G � W U ~ CC N Q N � W Q = z m W DESIGNER: JEM' CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600-STR JOB NO.: 364-16_-00 SHEET 9 9 m w O O Z ti y _ _ V W ZZ 9 U LLi U0, CYC _u •, Z n ^ Ir TJJ zelf d- os z V ¢ Q+ 0- oMi�N = � Z C U �w�^ W E cc 7 Z W o<G�a 0 Z 3 a 0 W N m CR N m ~ Q V Z m o � a C" J w� J W W � � m m CD U') 00 E� CL cQ cn G � W U ~ CC N Q N � W Q = z m W DESIGNER: JEM' CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600-STR JOB NO.: 364-16_-00 SHEET 9 9 112' I q I t 57' I 55' f 7.2' 49.8' l 45' 10' I 40' t I I 8' 8' I w DETAIL A (REVERSED) w i ' w DETAIL A SHEET 11 OF 11 z -3 , =3 SHEET 11 OF 11 DAYLIGHT TO MATCH N Cn ILII Itt 1' EXISTING GROUND �9� I VARIES VARIES 2.0% MIN. 1.5 I 2 9% -266%- - - - - - - - COMBINATION SIDEWALK PER C.O.B. ST -5 / COMPACT UNDER SIDEWALK 4" MIN. J TO 95% MAX. DENSITY (TYP.) TYPE "B" CURB AND GUTTER PER C.O.B., ST -1 COMPACT UNDER CURB AND GUTTER 6" MIN. TO 95% (TYP.) __________________ _ _-------- ------------� ----_-- ------ _ _ --- --I \ -_-- ------------------ �e---------------------------- GRIND EXISTING PAVEMENT 1' WIDE x 0.2' IN DEPTH AND AS DIRECTED BY THE ENGINEER ASPHALT CONCRETE ASPHALT CONCRETE MEDIAN TYPE "M" PER C.O.B. STD. ST -2 AGGREGATE BASE - STRUCTURAL PAVING SECTION PREPARED AND COMPACTED PER C.O.B. ST -13 BRIMHALL ROAD STA: 1 +90.16 - STA: 2+80.00 VARIES Scale: 1" = 10' t VARIES 55' t VARIES VARIES 45' 10' t 40' i t VARIES VARIES I ~ w DETAIL A (REVERSED) U w I ~ w DETAIL A ii t a =3 SHEET 11 OF -11 a = SHEET 11 OF 11 DAYLIGHT TO MATCH j t ' � / NI i EXISTING GROUND *V. , VARIES VARIES 1 ® 1 I 2.0% MIN. 3% _ 4 2% 1.5_ - / COMBINATION SIDEWALK PER C.O.B. ST -5 COMPACT UNDER SIDEWALK 4' MIN. TO 95% MAX. DENSITY (TYP.) TYPE "B" CURB AND GUTTER PER C.O.B., ST -1 COMPACT UNDER CURB AND GUTTER 6" MIN. TO 95% (TYP.) DAYLIGHT TO MATCH ?� EXISTING GROUND ti VARIES 1 I 1 i VARIES WI. 2.1 % - 4.2% 2�r __-_--------------- ---- - --7-- -��-- = f--------------------------- --i -------- :4 -NI-----�_ ---------------------------- .sop GRIND EXISTING PAVEMENT 1' WIDE x 0.2' IN DEPTH ASPHALT CONCRETE AND AS DIRECTED BY THE ENGINEER ASPHALT CONCRETE MEDIAN TYPE "M' PER C.O.B. STD, ST -2 AGGREGATE BASE STRUCTURAL PAVING SECTION PREPARED AND COMPACTED PER C.O.B. ST -13 BRIMHALL ROAD STA: 2+80.00 - STA: 7+30.00 COMBINATION SIDEWALK PER C.O.B. ST-5_/ COMPACT UNDER SIDEWALK 4' MIN. TO 95% MAX. DENSITY (TYP.) TYPE "B" CURB AND GUTTER PER C.O.B., ST -1 COMPACT UNDER CURB AND GUTTER 6" MIN. TO 95% (TYP.) d VARIES VARIES 46.5'-57.1' 40' VARIES Scale: 1" = 10' 55' R/W I 45' 10' i 14' DETAIL A (REVERSED) z �' SHEET 11 OF 11 v w w 1, NZ Qz VARIES �' 9' N --- -------------- T --------------------- ------------- ----- GRIND EXISTING PAVEMENT ` ASPHALT CONCRETE 1' WIDE x 0.2' IN DEPTH AND AS DIRECTED BY THE ENGINEER AGGREGATE BASE ASPHALT CONCRETE MEDIAN TYPE "M" PER C.O.B. STD. ST -2 AGGREGATE BASE STRUCTURAL PAVING SEC11ON PREPARED AND COMPACTED PER C.O.B. ST -13 BRIMHALL ROAD STA: 7+30.00 - STA: 9+06.07 Scale: 1" = 10' DAYLIGHT TO MATCH EXISTING GROUND 'y9� V� I I I I I 2.0% COMBINATION SIDEWALK PER C.O.B. ST -5_/ COMPACT UNDER SIDEWALK 4' MIN. J TO 95% MAX. DENSITY (TYP.) TYPE "B" CURB AND GUTTER PER C.O.B., ST -1 COMPACT UNDER CURB AND GUTTER 6' MIN. TO 95% (TYP.) I I IVARIES i�- I I i f DAYLIGHT TO MATCH �9�. I 2.0% EXISTING GROUND MIEN. COMBPNATION SIDEWALK .PER C.O.B. ST -5/ COMPACT UNDER SIDEWALK 4" MIN. J TO 95% MAX. DENSITY (TYP.) TYPE "B" CURB AND GUTTER PER C.O.B., ST -1 COMPACT UNDER CURB AND GUTTER 6' MIN. TO 95% (TYP.) DAYLIGHT TO MATCH EXISTING GROUND 64' 44.1' 130.1' I z 0 N I 5 i t 54' 6' f VARIES Scale: 1" = 10' g$1 t 18' 15.3' z I z ^^ Q o J Lu �z wUJ VIZ 14.3' v' 1' o Z 0 8 .t os Q IR 471 c d =3 Q -1 TYP. R/W Q .�:.' � 0 jQ C4 N N M z o (i 0 VARIES 12.3' - DETAIL A � '� 9..^ w ce uj VARIES 0�-- SHEET 11 OF 11 I oil z o VARIES I VARIES 21�.5 --2 -- Z 3 ------------- �/\ \/GG�\ \ -------------- ---- ---� ------- 1 W _ Sa;Y ^ -------------- yl w 3 =to GRIND EXISTING PAVEMENT ASPHALT CONCRETE C 1 WIDE x 0.2 IN DEPTH ASPHALT CONCRETE AND AS DIRECTED BY THE ENGINEER AGGREGATE BASE *Mn MEDIAN TYPE PER �. ASPHALT CONCRETE STRUCTURAL PAVING C.O.B. STD. ST -2 SECTION PREPARED AND COMPACTED PER C.O.B. ST -13 U AGGREGATE BASE LIJ STRUCTURAL PAVING 0 SECTION PREPARED z AND COMPACTED PER C.O.B. ST -13 o '^ c� > ALLEN ROAD STA:1+80.19 - STA: 3+70.00 VARIES Scale: 1" = 10' g$1 '� j, z ^^ Q Lu J Lu Z 0 8 .t os Q IR 471 c R/W Q .�:.' � 0 jQ C4 N N M z o (i 0 VARIES U C, � '� 9..^ w ce uj v oil z o VARIES I LT m W Z 3 VARIES ^ ?4,m `` w � 65' -50.5' i VARIES VARIES VARIES i 17.6' - 32.1' 32.9' VARIES 1.9%- 4.1% 18' �- I v w z 3w z N d :3VARIES 1' DETAIL A t VARIES 4.3',SHEET 11 OF 11 2.2% _-2.k% _x__2.0%- ----------- .0--%-- �--- - --- ------- ----- _-------------- -- _ - ------- ----- j/ \� �/\ --------------------------------------------- MEDIAN --------==--=T-J - ------- MEDIAN TYPE "M" PER ------------------J GRIND EXISTING PAVEMENT C.O.B. STD. ST -2 1' WIDE x 0.2' IN DEPTH AND AS DIRECTED BY THE ENGINEER ASPHALT CONCRETE ASPHALT CONCRETE -- AGGREGATE BASE AGGREGATE BASE STRUCTURAL PAVING STRUCTURAL PAVINGSECTION PREPARED SECTION PREPARED AND COMPACTED PER C.O.B. ST -13 AND COMPACTED PER C.O.B. ST -13 ALLEN ROAD STA: 5+45.36 - STA: 6+95.36 Scale: 1" = 10' VARIES R/W VARIES 55 I VARIES I_ VARIES . 57.9' - 61.1' I VARIES VARIES 1 COMBINATION SIDEWALK PER C.O.B. ST -5 / COMPACT UNDER SIDEWALK 4' MIN. -J TO 95% MAX. DENSITY (TYP.) TYPE "B" CURB AND GUTTER PER C.O.B., ST -1 COMPACT UNDER CURB AND GUTTER 6" MIN. TO 95% (TYP.) 2.0% VARIES 25' - 28.2' 32.9' I VARIES 1.9% 2_6% 18' i g'Lu I Lu I ¢z a= I a� 1+ I DETAIL A VARIES 7' 7' T�'P. SHEET 11 OF 11 - 2.1` 2�5% ------------ - ----- ---------- ------ ------------------- ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - -I MEDIAN TYPE "M" PER GRIND EXISTING PAVEMENT C.O.B. STD. ST -2 1' WIDE x 0.2' IN DEPTH AND AS DIRECTED BY THE ENGINEER ASPHALT CONCRETE ASPHALT CONCRETE AGGREGATE BASE AGGREGATE BASE STRUCTURAL PAVING STRUCTURAL PAVING SECTION PREPARED SECTION PREPARED AND COMPACTED PER C.O.B. ST -13 AND COMPACTED PER C.O.B. ST -13 ALLEN ROAD STA: 7+77.59 - STA: 9+25.59 Scale: 1" = 10' A s U w 0 r N �1 w N m V) 4m w p v w V) W W a � mQ am �C) 00 N cQ Cn G LLJ U ~ IDC N W QN v N W CC Q = � z m W F DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 SHEET 10 10 OF 11 I T '� s I 1 s DAA IGHT TO MATCH 49t 2.0% EXISTING GROUND COMBINATION SIDEWALK PER C.O.B. ST -5 / COMPACT UNDER SIDEWALK 4' MIN.-/ TO 95% MAX. DENSITY (TYP.) TYPE "B" CURB AND GUTTER PER C.O.B., ST -1 COMPACT UNDER CURB AND GUTTER 6' MIN. TO 95% (TYP.) 0.8' MEDIAN TYPE "M' PER C.O.B STD. ST -2 ASPHALT CONCRETE AGGREGATE BASE - VARIES ~ V 3 a cn VA_ RIES TYPICAL MEDIAN CURB SECTION 55' 110' R 47.9' 55' 20.8' 27.2' s 18' i 8' =W i LU w DETAIL A 3 - ? a ? SHEET 11 OF 11 s cn � 7, 7, � I VARIES RIES - 2.5� .0% 2.3%A- 2.5% - -1 / 1 ---- -- -- ------------- ------------------------------ ------------- -_ ------------------------ `------- --J GRIND EXISTING PAVEMENT MEDIAN TYPE "M" PER 1' WIDE x 0.2' IN DEPTH C.O.B. STD. ST --2 AND AS DIRECTED BY THE ENGINEER ASPHALT CONCRETE AGGREGATE BASE STRUCTURAL PAVING SECTION PREPARED AND COMPACTED PER C.O.B. ST -13 Scale: NTS ALLEN ROAD STA: 10+ 15.59 - STA: 10+79®82 Scale: 1" = 10' R/W 178' I 87.39' 90.7' s 42.34' 9' 12' 20.5' I ' I 54.39' 32.9' 18' 7' s s I VARIES 1 aAZ - 2.6% I VARIES 2.0% 2.1x•5% ----------- ����� \ GRIND EXISTING PAVEMENT 1' WIDE x 0.2' IN DEPTH AND AS DIRECTED BY THE ENGINEER CONCRETE BASE AVING ARED AND COMPACTED PER C.O.B. ST -13 ---- I I ------------------------- ----------------- MEDIAN TYPE "I PER ----------------- ---- ------- MEDIAN---- ---------------------- C.O.B. STD. ST -2 MEDIAN TYPE 'M-2' ---------------------- - C.O.B. STD. ST -2 ASPHALT CONCRETE MEDIAN TYPE "I PER EX. CURB ISLAND C.O.B. STD. ST -2 AGGREGATE BASE STRUCTURAL PAVING SECTION PREPARED AND COMPACTED PER C.O.B. ST -13 8 ALLEN ROAD STA: 7+34.18 Scale: 1" = 10' 7+ STA: 7+11.39, 7.00'R STA: 7+18.20, 49.68'R I C37- µ STA: 7+16.69, 52.94'R -, ►V C33 L5 )AD C31 8+ STA: 7+38.21, 4.49'R - C30 - STA: 7+37.11, 7.001 �- STA: 7+57.76, 52.27'R :13, 58.58'R C 1 ^? C44 STA: 7- mv 8 STA:7+45. -28.36, 71.45'R CC43 42 STA:7+32.03, 95.99'R -,,,,STA: 7+41.87, 95.95'R 22.2' 22.2' ENLARGED PLAN AT OVERTON AND ALLEN Scale: Line Table Line # Length Direction L5 25:73 NO°43'00"E L5 30.41 SO -55'54"E U 1 38.00 1 N019'15'W I L8 ` 14.06 I SO'55'50"E 1" = 20' Curve Table Curve # Length Radius Delta Tangent C30 3.58' 1.50' 136 21'30" 3.75' C31 8.98' 37.00' 13'5439" 4.51' C32 2.41' 1.50' 92'04'35" 1.56' C33 21.26' 60.00' 20'17'55" 10.74' C34 4.44' 1.50' 169'39'13" 16.57' C35 2.01' 2.00' 573727- 1.10' 6 6.21' 68.00' 5'13'47" 3.11' . 4.48 2.00' 12813'00" 4.12' '8 4.56' s-- .., 2.0 0 ;J0 d 4.36' 9 6.04'.#Y. 68.0 �5' 3.02' OVA 1.I3' 2:0 3'2 " 1.01' C41 3.T 2.00' 1'f'1" 2.75' C42 23.16' 6.$.00 ' A4' 68. 19'51'03" 11.71' 11.90' 3 23.5$e'_ 4 3.88' 2.00' '03'12" 2.91' /aG�NEER ,� R, Cl) _J gm Pool W m GSC N W Q N N � O N � LLJ r- V Q = Z m c/i Cn DESIGNER: JEM CHECKED BY DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 SHEET �j 11 OF 11 W 3 MLO > U 0 0l v U LTJ 4 O C7 > L� Z W � LTJ 1-17 Lij Zc U�''-- , W - IV W .. .- o z E LT, 15 vy o <� Z 3 U- W 3 R, Cl) _J gm Pool W m GSC N W Q N N � O N � LLJ r- V Q = Z m c/i Cn DESIGNER: JEM CHECKED BY DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 SHEET �j 11 OF 11