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HomeMy WebLinkAbout6.1-1854Know what'sbelow. Call befinve youi .,.. �'.. W ALL UTILLXSA' I MAX 72 AMPS MAW m amm" cmsmmm UNAUTHORIZED CHANGES PREPARING THESE PLANS FOR, OR LIABLE FOR, UN OR USES OF THESE PLAfi PLANS MUST BE IN WRIT BY THE PREPARED OF TI I mm no q M4 L741 Im N I n1mmir* Immoul-rim NMI "Ai i'l WA 7 M 0 WrA I rk! 7 VA I Tk 7. r= BAKERSFIELD, CA APN: 523�540�27 SFE SHEET C-2.1_ KEY MAP SCALE: 1" -- 1C0' & USES: THE ENGINEER CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUC'NON BASIS LJI BEARING: BENCHMARK: WILL NOT BE RESPONSIBLE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SUE CONDITIONS DURING THE COURSE OF THE NORTHWEST ONE OF THE KERN RIDER CANAL., AS SHOWN CE@lTERLNNE MONUMENT ON NDVINGHAM DRIVE, LOCATED 395' AU- ZED CHANGES T4 CONSTRUCT= OF THE PRO, CT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO DN TRACT 7215 UNIT I AS SOUTH 85°30'25" WEST WAS S.E. OF THE INIERSECTiON OF HORNGTON AND PEMBERLY IS. ALL CHANGES TO THE APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HDQRS, AND CCNSTRUCTIDN CONTRACTOR FURTHER. AGREES 7O USED AS THE BASIS 'DP BEARINGS AS SHOWY HEREON, PASSAGE NG AND MUST 6E.. APPROVED DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL DR ALLEGED, IN CONNECTION WITH a STANDARDS IESE. PLANS. 'THE.. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM 114E SOLE NEGLIGENCE OF DESIGN PROFESSIONAL It I CANAL ELEVATION d., 356.52' PER. COB BEtdC44ARK BOOK QUANTITY ITEM 157 TONS - ASPHALT CONCRETE PAVING iO3 C.Y. - CLASS 2 AGGREGATE BASE 110 L F. ._. 8" o r C CURB 790 1 F -. SAWCUi EXISTING PAVEMENT 0 - 4" THICK SIDEWALK 1,825 S,E. 12' CROSS GUTTER 6 EACH -.ADA CURB RAMP 375 L.F. - 10" MEDIAN CURB - TYPE 'M' a STANDARDS CROSS..V It I CANAL i _.._-------- N 3 2 I i' Md4 AVRNVE FJTURE 1 a � I # PROJECT Slit I QUANTITY ITEM 157 TONS - ASPHALT CONCRETE PAVING iO3 C.Y. - CLASS 2 AGGREGATE BASE 110 L F. ._. 8" o r C CURB 790 1 F -. SAWCUi EXISTING PAVEMENT 7720 OF. - 4" THICK SIDEWALK 1,825 S,E. 12' CROSS GUTTER 6 EACH -.ADA CURB RAMP 375 L.F. - 10" MEDIAN CURB - TYPE 'M' VICINITY MAP NJ.S _ SHEET DESCRIPTION C-1.0 COVER SHEET C—I.7 GENERAL NOTES C-20 HOVINGHAM DRIVE PLAN & PROFILE C-2,1 PEMBERLY PASSAGE PIAN & PROFILE C-2:2 DEMO PLAN C-2.3 - SIGN & STRIPING PLAN C-24 ENLARGED PLANS C-2.5 ENLARGED PLANS C -3.O STANDARDS ENGINEER'S STATEMENT:_ THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER. BY DIRECTION AND TO THE BEST OF MY KNOWLEDGE. AND BELIEF COMPLY WITH CITY OF BAKERRSFIEELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVEW BOARD, ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SMALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. i y # # 10110 R.C.E. # C-63332 EXP. 06/2020 TRAFFIC ENGINEER DATE STUART J. PATTESON - ASSISTANT PUBLIC WORKS D;RECTOR R.C.E. # 44888 NICOLAS FIDLER - PUBLIC WORKS DIRECTOR R.C.E. # 61069 HIS DATE m DESIGNER: J CHECKED BY: _ DoW AS SHOWN C -to 1 1 OF A a , I. i' I # �y I _P S t s r as r s DESIGNER: J CHECKED BY: _ DoW AS SHOWN C -to 1 1 OF A a , i' I # �y # as DESIGNER: J CHECKED BY: _ DoW AS SHOWN C -to 1 1 OF A a , GENERAL NOTES: (CITY STREET PLANS) AS) CONFORMING TO SECTION 29 OF THE STATE STANDARD MLL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN SPEGFlCATIONS. LATEST EDITION; HOWEVER NO RECYCLED OR ENGINEER. 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CITY OF RECLAIMED MATERIAL WILL BE ALLOWED, BASE MATERIAL IN ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH BAKERSFIELD STANDARDS, LATEST EDITION. LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED 5. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND MISCELLANEOUS BASE (CMB) CONFORMING TO NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE 2. IMPROVEMENTS SHALL BE IN ACCORDANCE -WITH STATE. OF SECTION 200-2,4 OF THE °GREENBOOK.' A "NOTICE OF INTENT- (NO) TO COMPLY WITH. THE TERMS OF LANES ARE OPENED TO PUBUC TRAFFIC. KRAFT PAPER, OR CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS 30. IF REQUIRED FOR A MINIMUM COVER OF 30" PER COBWITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. CONFORMS TO FACIUTATE THE REMOVAL OF THE CONFORMS 5 CURRENT EDITION, AS MODIFIED AND DETERMINED APPLICABLE STD. SEC. 3:4.5.2, EXISTING PIPELINES AND UTILITIES SHALL BE 2009-009-DWG AS AMENDED BY ORDER 2010-0014-DWQ AND WHEN PAVING OPERATIONS RESUME. BY THE DIRECTOR, LOWERED AT THE DEVELOPER'S EXPENSE PRIOR TO THE ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER - INSTALLATION OF BASE OR PAVING. RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE 52. ASPHALT CONCRETE SHALL BE THEORETICAL TOA MINIMUM OF 3. ALL STREETS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AL - TRAFFIC INDEX AS SHOWN ON THE TYPICAL CROSS-SECTIONS. 31, ALL PERMANENT STRIPING AND MARKING SHALL BE BEGINNING AL ANY CONSTRUCTION AT A ST COMPLIANCE WITH DETERMINED IN ASTM D-2041, WITH PLACE DENSITY SHALL BE THE GENERAL PERMIT REQUIRES THAT A STORM WATER DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. THERMOPLASTIC PAINT IN CONFORMANCE WITH CALTRANS SPEC. POLLUTION PREVENTION. PLAN (SWPPP) DE PREPARED, 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM 'R' VALUE 8010-21C-19. ALL TEMPORARY STRIPING AND MARKINGS NOT CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR 53. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE - a AS SHOWN ON TYPICAL CROSS-SECTIONS. SHOULD FURTHER IN THEIR ULTIMATE LOCATION SHALL BE WATERBORNE. PAINT. PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. TESTING SHOW A LOWER 'R' VALUE OF THE ACTUAL IN-PLACE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF c MATERIAL, STREETS SHALL BE REOESGNQi ACCORDING TO THE 32. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PROJECT SITE IS LESS THAN ONE ACRE; A PERMIT IS NOT THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE LOWER 'R' VALUE. PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR REWIRED. ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT z THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TOASPHALT COIdGRET,E_j'ANNG NOTES: BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES, 5. ANY LAYER OF 'R' VALUE MATERIAL SPECIFIED IN THE TYPICAL ESTABLISH. THE NECESSARY DEPOSIT FOR A STREET PERMIT. OR BOTH, IF NEEDED, ARE A BE ADJUSTED. ASPHALT 40, ASPHALT CND CCE SHALL BE TYPE 'A' (MODIFIED} FOR ALL CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL - pRgFEssr CROSS-SECTION MAY BE INCREASED IN DEPTH PROVIDED THAT (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP ARTERIAL AND COLLECTOR STREETS AND TYPE '8' (MODIFIED) THE CONTRACTOR HAS NOTIFIER, THE CITY ENGINEER OF THE THE MATERIAL ABOVE HAS NO LESS THAN THE MINIMUM IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE THICKNESS SHOWN. IN SECTION 39, "ASPHALT CONCRETE", OF THE STANDARD REWIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE a, m 33. MEDIAN INFORMATIONAL APE IMPROVEMENTS SHOWN ARE FOR SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IS GIVEN DOES NOT RESENTED THE SPECIFIC RANGE, THE ASPHALT - C-63332 6. IF APPROVED IN WRITING BY THE DIRECTOR, AN ALTERNATE INfORMATIONAI PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND - PAVEMENT DESIGN USING CLASS ill AGGREGATE BASE AND A TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE 41. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED REPLACED NTH MATERIAL THAT MEET THE IN-PLACE DENSITY THICKER. A.C. SECTION MAY BE USED. PLANS BY THE RECREATION & PARKS DEPARTMENT, MINERAL AGGREGATE FOR TYPE 'A' (MODIFIED) OR TYPE 'B' REQUIREMENTS. a1F � CIVILcAL�F��"4c - 7, ANY WORK WHICH AFFECTS ANY EXISTING CITY MAINTAINED 34, NOTE FOR 95% COMPACTION FULL PAVEMENT SECTION TO AT (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE RELATIVE Y F A IS EITHER LESS kASPHALT CONCRETE A O LOT IF THE TEST RESULTS FOR ANY LOT F ROAD OR THE TRAFFIC THEREON SHALL BE COMPLETED WITHIN LEAST 1.0 FT. UNDER AND EACH SIDE OF X-=GUTTER AND REQUIREMENTS O: SECTION 39-2.02, "AGGREGATE', OF THE 54. 20 WORKING DAYS FROM START OF WORK. COMM€RCIAL DRIVE APPROACHES. STANDARD SPECIFICATIONS FOR 3/4 INCH MAXIMUM, MEDIUM THAN 90 PERCENT INDICATE THAT THE RR MORE THAN 96 PERCENT THE ASPHALT GRADING, B. ELEVATIONS AND GRADES SHOWN TNN THE PROFILES ARE 35, PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE - GUTTER FLOWLVERIFY (INVERTS). SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN 42, ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE DENSITY REQUIREMENT, THE CORRECTIVE WORK SHALL BE AT IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A SHALL BE PC 64-10 PERFORMANCE GRADED ASPHALT, UNLESS - ca 9. MAXIMUM PLUS GRADE TOLERANCE FOR. A.B., A.S.B./ AND O.G. REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT THE CONTRACTOR'S EXPENSE. - z SHALL BE 0.05 OF A FOOT. APPROVAL 10 DAYS PRIOR TO PAVING. BINDER STALL CONFORM TO THE REQUIREMENTS IN THE TABLE 57 FOR "STEAM-REFINED PAVING ASPHALTS", IN SECTION 92ABLE 55' THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: - - - 10. PORTLAND GEMENT CONCRETE SHALL BE CLASS B UNLESS 36, LUMINAIRES STALL BE SOLID STATE LIGHT EMITTING DIODE WITH "GRADES", OF THE STANDARD SPECIFICATIONS. �4 Z OTHERWISE INDICATED. TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL 55.A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING [[//�� 7""` Lo CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY 43. THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED WITH THE DEVICE IN THE FIELD, OR m6 0 11. PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY OF BAKERSFIELD LED STREET LIGHTINGSPECIFICATION. MINERAL AGGREGATE SHALL BE DETERMINED BY THE J DEVICES (NOT SHOWN ON THESE PLANS) SMALL BE INSTALLED CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 55.8. ASTM DII88 WHEN SLABS OR CORES ARE TAKEN FOR - Li TO PLAN APPROVED BY THE CITY OF BAKERSFIELD ENGINEER. 37. NOTE TO STAMP A "C" ON TOP O CURB OF MEDIAN OVER 367 USING SAMPLES O MATERIALS PROPOSED FOR USE IN THE LABORATORY TESTING. ZINC STEARATE MAY BE o E EACH CONDUIT LOCATION. WORK, THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED SUBSTITUTED WITH PARAFFIN. - - Z w 4 B 12. STREET UGHTING SHALL BE INSTALLED AND A MEANS PROVIDED BY THE CITY ENGINEER. - <m TO CONTRACT FOR PUBLIC UTILITY SERVICE AND MAINTENANCE. 38. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS55.C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. AND STREET UGHTS SHALL BE INSTALLED AT THE EXTENSION 44, AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE '� 13. PRIOR TO THE START OF ANY EARTHWORK, THE. SUBDIVIDER OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY 56. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES �^ w W SHALL OBTAIN A GRADING PERMIT AS REQUIRED BY CITY HEREIN. ENGINEER'S REVIEW AND APPROVAL NOT MEET THE SPECIFIED TOLERANCES, IT SHALL BE � � z E ADOPTED U.B.C. (MODIFIED) AND GRADING ORDINANCE.. BROUGHT WITHIN TOLERANCE SURFACE, EITHER: z m W K "• < z s 39. MAXIMUM SLOPE RATIO FROM BACK O SIDEWALK TO FACE OF 44.A. A LIST O AGGREGATE AND ASPHALT SOURCES w 14. WHEEL CHAIR RAMPS SHALL BE CONSTRUCTED AT ALL CURB WALL OR STRUCTURE SHALL BE 4:L EXCEPT FOR TWO FEET S6.A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED DIAMOND - RETURNS; SEE CITY OF BAKERSFIELD DEVELOPMENT STANDARDS, BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE. SHALL BE 44.B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE BLADES - > AS DIRECTED BY THE ENGINEER. 2% ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING INCORPORATED IN THE WORK CONFORM TO THE - BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION REQUIREMENTS OF SECTION 39-2.04 "AGGREGATE", O 56.B. REMOVAL AND REPLACEMENT, OR IL 15. ALL EXISTING FACILITES, INCLUDING BUT NOT LIMITED TO ONTO THE SIDEWALK. THE STANDARD SPECIFICATIONS AND THESE SPECIAL STRUCTURES, POLES, PIPELINES, CONDUCTS, CANALS AND PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND - 56.C. PLACEMENTS OF AN ASPHALT CONCRETE OVERLAY. APPURTENANCES, WHICH ARE CONSIDERED TO BE OBSTRUCTIONS 40. NOTE THAT NO PLANS WILL BE APPROVED UNTIL ALL EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN BY THE CITY ENGINEER, SHALL B€ RELOCATED AT THE EXPENSE EASEMENTS HAVE RECORDED. SIX (6) MONTHS. ALL OTHER TESTS RESULTS SHALL BE THE METHOD WILL BE SELECTED BY THE CITY O THE SUBDIVIDER. " - NO OLDER THANONE(1) YEAR. ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE - o NOTES FROM THE ENGINEER: CONTRACTORS EXPENSE. - 0 16. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS 44.C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN DIRECTED BY THE CITY ENGINEER IN ORDER TO PROVIDE A SAFE 1 CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE ACCORDING WITH CALIFORNIA TEST 367. LABORATORY 57. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED CONNECTION TO THE EXISTING STREET PAVEMENT.. START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL FROM CITY/COUNTY PUBUC WORKS DEPARTMENT FOR WORK TO BE SUBMITTED WIN THE MIX DESIGN ALONG WITH THE GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE - 17, STORM DRAINAGE SUMP SHALL NOT BE ALLOWED TO ACCEPT BE DONE IN THE CITY/COUNTY. STREET RIGHT-OF-WAY. THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF ,Z WATER UNTIL SECURED BY PERMANENT FENCING OR IN THE AS DETERMINED BY ASTM D2041, THE ASPHALT GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL - Q CASE OF SHALLOW UNFENCED SUMPS NOT UNTIL COMPUANCE 2. THE LOCATION OF EXISTING UTIUTIES AND UNDERGROUND CONCRETE MIX SHALL MEET THE REQUIREMENTS OF TO, THE NEAREST LANE LINE QH; PAVEMENT EDGE AND THE WITH DEPTH AND SDE SLOPE CRITERIA AS SET BY THE CITY OF PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE SECTION 39-2.02, "AGGREGATE', OF THE STANDARD TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE BAKERSFIELD DEVELOPMENT STANDARDS. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM H EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE 18. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE SUBSTANTIALLY THE SAME AS WHEN THE DEIGN WAS LAST FOUR PARAGRAPHS OF SECTION 42-2,02, ASPHALT CONCRETE PAVEMENT; AS DIRECTED BY THE CITY FOR ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS } M ENGINEER, IN ACCORDANCE WITH THE PROVISIONS IN FAILURE: TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY PREPARED, THE DESIGN MAY BE UP TOTHREE (3} YEARS "CONSTRUCTION",OF THE STANDARDSPECIFICATIONS. A FOG m 4n SECTION 37 BITUMINOUS SEALS" OF THE STANDARD OLD. THE CONTRACTOR SHALL BEAR ALL THE COSTS SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT ,. � {/1 AND ALL UNDERGROUND UTILITIES AND PIPELINES ALL EXISTING z I•••t v SPECIFICATIONS AND THE STATE DEPARTMENT OF IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTERS, ASSOCIATED WITH THE ASPHALT CONCRETE MIX DEIGN. SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL - COAT STALL BE EITHER REJUVENATING AGENT OR ASPHALT '� A TRANSPORTATION'S STANDARD SPECIAL PROVISIONS CURRENTLY FENCING, EEC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT 45. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EMULSION AS DIRECTED BY THE CITYENGNEER. o Z 5 1 IN EFFECT. SHALL BE REPAIRED OR.REPLACED. ASDIRECTEDBY THE EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE CITY/COUNTY ENGINEER. - SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR 58. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE v 19. PAVEMENT GRINDING IN ACCORDANCE WiTH SECTION. 42 OF THE - : PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION o STANDARD SPECIFICATIONS)NEER RE LL NEW PROVIDED E DIRECTED 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL THE MINIMUM DISTANCE OF TWO AND A HALF (2.5) FOOT FROM 200-2.2 OF THE 'GREENBOOK". BASE MATERIAL FOR LOCAL BY THE CITY ENGINEER WHERE NEW PAVEMENT MEETS EXISTING OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED THE EXISTING EDGE OF PAVEMENT. STREETS SHALL BE CAB OR FINE GRADATION CRUSHED PAVEMENT. BY THE CITY/COUNTY ENGINEER. MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 20. ALL FRAMES AND COVERS WINN THE STREET RIGHT-OF-WAY 46. A PRIME COAT WILL NOT BE REQUIRED ON NON-PAVED AREAS OF THE "GREENBOOK ...... WHICH ALLOWS UP T0.50%OF THE SHALL BE ADJUSTED TO FINISHED GRADE PER K.C.D.S. PLATE 4. WHERE PROPOSED IMPROVEMENTS CONNECT TO EXISTING TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND :eC FACILITIES, THE CONTRACTOR SHALL, PRIOR TO BEGINNING CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION NO. R-69. HORIZONTAL AND 39-4.01, SUBGRADE, OF THE STANDARD SPECIFICATIONS CEMENT CONCRETE, LEON CONCRETE BASE, GEMENT TREATED CONSTRUCTION VERIFY THE LOCATION "" a { BASE OR A COMBINATION OF THESE MATERIALS, OTHER 21. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT VERTICAL), SIZE AND TYPE OF THE EXISTING FACILITY, SHOULD SHALL BE MET. RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE J SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD THE ACTUAL LOCATION, SIZE OR TYPE DIFFER FROM THAT SHALL BE COMPACTED TO A MINIMUM OF 95% O MAXIMUM DRY Z DETAIL ST-12 - SHOWH ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE 47, THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL DENSITY. - Q ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO 22. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING 59. PAVING CONTRACTOR STALL GRADE THE PAVING AREAS TO THE cc BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. FOLLOWING MODIFIED CALTRANS STANDARDS SPECIFICATION © (/T W DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS. COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: V Z C? THE HOURS OF CONSTRUCTION OF THE PROJECT, INCLUDING THE 48. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED 23. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE SAFETY OF ALL PERSONAL PROPERTY; THAT THIS REQUIREMENT TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF - CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL BY THE CITY ENGINEER, MATERIAL THEREON, THE GRADING PLACE SHALL CONFORM TO - � 24 HOURS NOTICE. (661) 326-3049. WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, THE FOLLOWING: INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER 49. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED 'Q Z >. 24. STAMP AND S" IN CURB FACE OVER EACH SEWER LATERAL. HARMLESS FROM ANY AND ALL LIABILITY, REAS. OR ALLEGED, IN AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE Lel 1 CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND BASE IS TO BE PLACED ON THE GRADING PLANE, THE Z :. p PROJECT, EXCEPTING THE UABILITY-ARISING FROM THE SOLE PRIVATE DRIVE WHERE SHOWN ON THE PLANS AND AS DIRECTED GRADING PLANE AT ANY POINT SHALL NOT VARY L ! O[� C/T 25. WARNING/REGULATORY SIGNS: SIGN PANELS .SHALL BE MOUNTED NEGLIGENCE OF THE OWNER. OR THE ENGINEER. BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE - LJJ '� � W ON POSTS WITH NUT A S MBL SERIES UAL. ROADSIDE NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED ESTABLISHED BY THE ENGINEER. - �. d VANDAL-PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS 6. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE CONNECTIONS. INSTALLED PER STD. T-2 SHALL BE LOCATED WITHIN - SIDEWALK 6' FROM BACK. DEVELOPER/SUBDIVIDER/CONTRACTOR, THE NUMBER AND B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN _j a-Z LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE 50. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE W 26. AN OPEN STREET PERMIT FOR EACH PHASE SHALL BE CITY ENGINEER AND/OR IRRIGATION DISTRICT. GRADING PLANE, THE GRADING PLANE AT ANY POINT BE CONDUCTED I- CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL W N SUCH A MANNER THAT, AT THE END OF OBTAINED FROM THE GT' OF ORBEING BAKERSFIELD ID PUBLIC WORKS SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE LTi d` DEPARTMENT PRIOR TO ANY WORK G PERFORMED WITHIN 7, CORNERSTONE ENGINEERING, INC, SHALL NOT BE RESPONSIBLE EACH WORK SHIFT; THE LENGTH OF PAVEMENT ALONG THE BELOW THE GRADE ESTABLISHED BY THE ENGINEER. Q Li.i. Q OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED V i-- BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN THESE PI-ANS. All CHANGES TO THESE PLANGREATER THAN THAT WHICH CAN BE SURFACED DURING THE S MUST BE acC APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED APPROVED IN WRITING BY CORNERSTONE ENGINEERING, INC FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE - DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT Im SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT, SE,ECIAL NOTE CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM ".. 27. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, - TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO - S CURRENT EDITION, APPLY TO THESE PLANS: 1. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) PUBLIC BREAKER, MpYC. KRAAFBE AT PACEDPER, OR OTHUNDER THE ER APPAPPROVED BOND. ST-i, CURB AND GUTTER TYPE "B" WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-642-2444) FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING DESIGNER. JEM ST-2, MEDIAN CURBS TYPE 'M' OPERATION RESUME. CHECKED BY: DGW. ST-3, COMMERCIAL DRIVE APPROACH TYPE "A' 2. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS - - - AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINEDDATE: 6/13/2049 . 51. WHERE COMPACTED THICKNESS OF A LAYER OF ASPHALT 28. THE FOLLOWING CALTRANS STANDARD DETAILS, CURRENT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS DRAFTER BDB EDITION, APPLY TO THESE PLANS: SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER O - - 3. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT SCALE: AS SHOWN REVISED STANDARD PLAN RSP A$8A, CURB RAMS LOCATIONS ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES O THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO COMP. N0: 3643500-SIR 29. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL 4. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR PUBUC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE JOB NO.: 364-35ET -00. MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL2 . DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS DISTANCE BETWEEN THE ENDS OF A LAYER O ASPHALT - SN 35 g y c-�.� 2 CITY RECORDS NO. OF 9 PEMBERLY PASSAGE AVE SEE! SHEET C-2.1 STA: 0+N,¢7. 45.47'L W12 EX. STREET LIGHT _ IV ' e / N (r 1 [ /EX. STREETBLIGHT .71'R LEGEND C.O.B. - CITY OF BAKERSFIELD BC - BEGIN CURVE BCR - BEGIN CURVE RETURN BVC - BEGIN VERTICAL CURVE Cl - CURVE INDEX (SEE CURD TABLE) CL OR - CENTER UNE. EC - END CURVE ECR - END CURVE RETURN EVC - END VERTICAL CURVE EP - EDGE OF PAVEMENT EX - EXISTING GB - GRADE BREAK H.P. - HIGH POINT " R - PROPERTY. LINE PI - PONT OF INTERSECTION POG - PONT ON CURVE POVC - PONT ON VERTICAL CURVE PRC - PONT OF REVERSE CURVE PCC - PONT OF COMPOUND CURVE R/W - RIGHT OF WAY VPI - VERTICAL POINT OF INTERSECTION EP (55.80) - EXISTING EDGE OF PAVEMENT ELEVATION E (55,99) - EXISTING FLOWLINE ELEVATION FS (55.99) - EXISTING FINISH SURFACE ELEVATION FG 50.98 - FINISH GRADE ELEVATION FL 56.62 - FLOWUNE ELEVATION SIDEWALK (SHOWN) O2 LANDSCAPING �o - `} -= STA 3++05-31 B 00'L - - - FS 356,75, EC } FS (355,41)�S,, STA 2+25.31 483'L I� FS 356.56,SC � = STA: 2FS 351 t - 11 58 37, LS FS 3ED EO �- - -S45V253 E 395: anGeLc EX. MEDIAN 8 TO REMAIN. UA_ 2,};15.31 564R FS 355.46 FS 356.15, MATCH "' STA: ?+Z MA 5.59'R ( ) � �; FS 356.x2, MATCH SIA: - _ - - - -- - : 2+99L 3;� 5,66R.. FS 356.47, MATCH LS / / - FINISH SURFACE ELEVATION / - TOP OF CURB ELEVATION 351 - DISTANCE LEFT OF CENTERLINE OF ROAD 35'R - DISTANCE RIGHT OF CENTERLINE OF ROAD 2+00.00E - DIRECTION OF STATION LABEL - `} -= STA 3++05-31 B 00'L - - - FS 356,75, EC } FS (355,41)�S,, STA 2+25.31 483'L I� FS 356.56,SC � = STA: 2FS 351 t - 11 58 37, LS FS 3ED EO �- - -S45V253 E 395: anGeLc EX. MEDIAN 8 TO REMAIN. UA_ 2,};15.31 564R FS 355.46 FS 356.15, MATCH "' STA: ?+Z MA 5.59'R ( ) � �; FS 356.x2, MATCH SIA: - _ - - - -- - : 2+99L 3;� 5,66R.. FS 356.47, MATCH LS - LANDSCAPES FS 54.13 - FINISH SURFACE ELEVATION TC 55.88 - TOP OF CURB ELEVATION 351 - DISTANCE LEFT OF CENTERLINE OF ROAD 35'R - DISTANCE RIGHT OF CENTERLINE OF ROAD 2+00.00E - DIRECTION OF STATION LABEL 11° 47' 25" - BOUNDARY/PROPERTY LINE - - -- EXISTING RIGHT OF WAY ----- PROPOSED RIGHT OF WAY -. -- PROPOSED STREET 4' 30' 41" - EXISTING STREET 359.05 999.00 - PROPOSED SIDEWALK - PROPOSED FUTURE MEDIAN CURB - DIRECTION OF DRAINAGE cCL,- EXISTING POWER POLE Q - EXISTING SEWER MANHOLE - EXISTING CLEANOUT '----281 -- EXISTING CONTOUR - NEW PAVEMENT 0 - SURVEY MONUMENT - PROPOSED FIRE HYDRANTS I - EXISTING PAVEMENT. - NEW SIDEWALK - NEW CONCRETE CROSS GUTTER - SAWCUT 0.21' (2,5") /-TYPE "B" A.C. 6' CLASS *B"_/ L033! (4') CLASS a CONCRETE CURB AGGREGATE BASE i' (12') NATIVE SOL COMPACTED -INSTALL 1/2' EXPANSION JOINT M 60ox, TO 95% M.D.D. -WEAKENED PLAN JOINTS Q 10' a.c. - -JOINTS IN ADJACENT SIDEWALKS SHALL MATCH F 6" ESN -SITE CURB Scale: i":t' 370 ;T M14 EX.`SIDEWALK ad Curve Table Curve If I Length Radius Delta Cl 30.22 143.97 12' 01' 84" C2 30.22 146.85 11° 47' 25" C3 58"56 1007.00 3' 19' 54" C16 79:29 1007-00 4' 30' 41" C26 359.05 999.00 20° 35' 33" Z2 FS -357. -� -..... EX. CURB -- HOVINGHAM DRIVE 5.31) I & GUTTER C .n 1 FS 356.651 1 FS 356 _S,fi1:I �$IA 3+95.57.: MATCH 150' STORAGE EX. STREET LICH - - TRACT 7257 UNIT „ » „ ,. 5•,.A -„ "'-�--W1 SEE DETAL 1 ON STA: 4+53m. G.WL "4��" •'^^� _SHEET Cr2.4 .. 356.8& PCC '-,• ,,,.. --'' tg--_ y ti FS LS "" -► FS (358.55) 00 6 N STA: 5+06.53, 0.00' FS 357.52 OF ENTRANCE I Tl[ (356.70) STA: 5+74.02. 8.00'L `�v FS 358.8x, PCC`_ 90' 7RANSrt1ON----_MATCHUNE 8_'-- FS 360 71 PRC STA: 7+05-64 0-00' 7255 -UNIT t R/W SEE R - R/W ONSITE 8.5' GRADING PLANS 1 I I 1 1 313.3" I 2% - �EX. SIDEWALK i F PAVING SECTION INSTALL 0.30' TYPE B AC/ 0.40' AS f 1.25' NATIVE SOIL COMPACTED 70 90% M.D.D. PAVING SECTION NOTE TRAFFIC INDEX=6, "R" VALUE=59, AND PAVING SEGTION WERE TAKEN FROM PROJECT N0. 1.1-7255""` STREET PLANS FOR TRACT NO. 48' 126.8 ±34.7' 2' MIN VARIES TYPE "M" MEDIAN CURB PER COS STD ST-2� -- -- -- --.- -._ EX. MEDIAN CURB-�,, :CEX. CURB & GUTTER MATCHUNE 80' SroF AGE. $ OF ENTRAN( SEE DETAIL'2 ON SHEET C-2.4 �ON SHEET C -Z3 FS (36256} FS (362.82) �1 FS +05. �ATCHLINE PRG- S?q 3 Y•ppst' 8 CONSTRUCTION NOTES Q1 INSTALL 6" CONCRETE CURB PER DETAIL, E ON THIS SHEET. INSTALL 4" THICK SIDEWALK PER PROPOSED COS. STANDARD ST -5 O3 INSTALL STANDARD WHEEL CHAIR RAMP PER CASE A OF CALTRANS RSP A88A. CONSTRUCT STANDARD 12' CROSS GUTTER PER C.O.B. STANDARD ST -3 O SAWCUT & MATCH EXISTING A.C. PAVEMENT O6 INSTALL TYPE 'M' MEDIAN CURB PER C.O.B. STANDARD ST -2 QCONSTRUCT TYPE 'B' 6'CONCRETE CURB AND GUTTER PER C.O.B. STD. DETAIL ST -1 ON SHEET C-3.0. ' - 128.5' i SAWCUT LINE 835.6' .... Ifi 1 VARIES EX. MEDIAN CURB PAYWENT SECTION 0.30' AC PAVING OVER - - 0.40 CL. 2 AGG. BASE OVER 1.00' NAT. GROUND COMPACTED TO 95% MAX. DENSITY !� PAVING SECTION NOTE SECTION 1 - TRAFFIC INDEX=6, "R" VALUE=59, AND PAVING SECTION i Scale: 1"=5ScaM: 1."=5 WERE TAKEN FROM PROJECT NO. 1.1-7255 STREET PLANS FOR TRACT NO. 7255 - UNIT i ' t Y 19.5' i j r 1 I 37n i 13.79' tM1 368. --`-Y i ._...._.. .'- ...... CURVE 9247' ON 366 I CURVE 368 - ----- - _ _ ..... AFL , 7+43.95 _EUEV1 364 n -- - 364 tea. 13.32'.ON NM .s --- - ---�-- 12.23' ON - - CURVE 362 CURVE T EXISTING CENTERLINE PROFILE�%)--- - - -. -�---- - ALONG HONNGHAM DRIVE 362 STA: 5+39.37 LEY: 357.25, ECR - 7.59% 380 _ m •` N MAT H EX. FLOP INE 360 N v+, .�-•'-' ,,,_-- 2.02% PROPOSED NE FLOWlINE 358 .- -- EXISTING CENTERLINE PROFILE EXISTING NE 358 ALONG Ho AM DRIVE � .. (1.090 ------- 1.18%{2.06%) - --1--- 356 - 0 - {O.q6%) {0.28%} (0.23%) (034%)-(0.23%)- __ (0.30%) 356 (•57 PROPOSED NE FLOWLINE i � (0.21%)-�-- -- - 1.647 EXISTINFLOWLIPROFILE G v+uv v+au 1+UU 7+5U 2+W 2+51) 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 /+50 S+UU 6+G'G NOR1il EAST FLQWL W ENTRANCE 1 INE PROFILE. --•- SEE DETAL 3 ON 3 N M SHEET C- 23 9 + M 6 ,4 ¢ „ » „ ,. 5•,.A -„ "'-�--W1 SEE DETAL 1 ON STA: 4+53m. G.WL "4��" •'^^� _SHEET Cr2.4 .. 356.8& PCC '-,• ,,,.. --'' tg--_ y ti FS LS "" -► FS (358.55) 00 6 N STA: 5+06.53, 0.00' FS 357.52 OF ENTRANCE I Tl[ (356.70) STA: 5+74.02. 8.00'L `�v FS 358.8x, PCC`_ 90' 7RANSrt1ON----_MATCHUNE 8_'-- FS 360 71 PRC STA: 7+05-64 0-00' 7255 -UNIT t R/W SEE R - R/W ONSITE 8.5' GRADING PLANS 1 I I 1 1 313.3" I 2% - �EX. SIDEWALK i F PAVING SECTION INSTALL 0.30' TYPE B AC/ 0.40' AS f 1.25' NATIVE SOIL COMPACTED 70 90% M.D.D. PAVING SECTION NOTE TRAFFIC INDEX=6, "R" VALUE=59, AND PAVING SEGTION WERE TAKEN FROM PROJECT N0. 1.1-7255""` STREET PLANS FOR TRACT NO. 48' 126.8 ±34.7' 2' MIN VARIES TYPE "M" MEDIAN CURB PER COS STD ST-2� -- -- -- --.- -._ EX. MEDIAN CURB-�,, :CEX. CURB & GUTTER MATCHUNE 80' SroF AGE. $ OF ENTRAN( SEE DETAIL'2 ON SHEET C-2.4 �ON SHEET C -Z3 FS (36256} FS (362.82) �1 FS +05. �ATCHLINE PRG- S?q 3 Y•ppst' 8 CONSTRUCTION NOTES Q1 INSTALL 6" CONCRETE CURB PER DETAIL, E ON THIS SHEET. INSTALL 4" THICK SIDEWALK PER PROPOSED COS. STANDARD ST -5 O3 INSTALL STANDARD WHEEL CHAIR RAMP PER CASE A OF CALTRANS RSP A88A. CONSTRUCT STANDARD 12' CROSS GUTTER PER C.O.B. STANDARD ST -3 O SAWCUT & MATCH EXISTING A.C. PAVEMENT O6 INSTALL TYPE 'M' MEDIAN CURB PER C.O.B. STANDARD ST -2 QCONSTRUCT TYPE 'B' 6'CONCRETE CURB AND GUTTER PER C.O.B. STD. DETAIL ST -1 ON SHEET C-3.0. ' - 128.5' i SAWCUT LINE 835.6' .... Ifi 1 VARIES EX. MEDIAN CURB PAYWENT SECTION 0.30' AC PAVING OVER - - 0.40 CL. 2 AGG. BASE OVER 1.00' NAT. GROUND COMPACTED TO 95% MAX. DENSITY !� PAVING SECTION NOTE SECTION 1 - TRAFFIC INDEX=6, "R" VALUE=59, AND PAVING SECTION i Scale: 1"=5ScaM: 1."=5 WERE TAKEN FROM PROJECT NO. 1.1-7255 STREET PLANS FOR TRACT NO. 7255 - UNIT i ' t Y 19.5' i j r 1 I 37n i 13.79' tM1 368. --`-Y i ._...._.. .'- ...... CURVE 9247' ON 366 I CURVE 368 - ----- - _ _ ..... AFL , 7+43.95 _EUEV1 364 n -- - 364 tea. 13.32'.ON NM .s --- - ---�-- 12.23' ON - - CURVE 362 CURVE T EXISTING CENTERLINE PROFILE�%)--- - - -. -�---- - ALONG HONNGHAM DRIVE 362 STA: 5+39.37 LEY: 357.25, ECR - 7.59% 380 _ m •` N MAT H EX. FLOP INE 360 N v+, .�-•'-' ,,,_-- 2.02% PROPOSED NE FLOWlINE 358 .- -- EXISTING CENTERLINE PROFILE EXISTING NE 358 ALONG Ho AM DRIVE � .. (1.090 ------- 1.18%{2.06%) - --1--- 356 - 0 - {O.q6%) {0.28%} (0.23%) (034%)-(0.23%)- __ (0.30%) 356 (•57 PROPOSED NE FLOWLINE i � (0.21%)-�-- -- - 1.647 EXISTINFLOWLIPROFILE G v+uv v+au 1+UU 7+5U 2+W 2+51) 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 /+50 S+UU 6+G'G NOR1il EAST FLQWL INE PROFILE. --•- 9 c.�ajLLJ -+ 354 NE NE 354 � M M54 z o � cgs t/2 J 4 V to V7n EL c OC i-^- CL LiJ M � Z W t� W m 11 WO w a-- rL v3 W cC W � d - w V T V)� CD V _ O DESIGNER: JEM CHECKED BY: DOW INE PROFILE. --•- M M54 z o � cgs t/2 J 4 V to V7n EL c OC i-^- CL LiJ M � Z W t� W m 11 WO w a-- rL v3 W cC W � d - w V T V)� CD V _ O DESIGNER: JEM CHECKED BY: DOW 9 c.�ajLLJ PATE: 6f13/2019 pRAFTER BOB SCALE: AS SHOWN C,RAPHIG SCALE COMP: N0: 3643500S1R 30' 0` Ok' JOB NO.: 364-35-00 SHEET N{lMZ:9 �_30' Vehm; tit' C-2.0 OF 9 ff 4 \ TRACT 7255 UNIT 2 EXX., SIR££' LICIT IRS 1-7 �,. \ ,\ ry j; EX. STREET LIGHT S,,T .. 3±Q%02 OU0 t\ STA: 1+38.37. 0.431 c FS 354.98 DIAN _ EX NEEP - 12 .-.---...,.- _ �. EX STREET LIGHT . - M2 - RICHT GN 'j OE _ENTRANCE \ -__ _ t _ f Jj .max.:,,.- . M_s _ 2+fJ0 .—._ 3 ., R4 x.._ L=183 a4, R=586.00 --a.r9 L ...._ _.� ., —. -- — — ca 3 +00 2 B —..... 1 _ 2 S1 N62'27'15' EX. MEDIAN. .—D3a —33a --D30 —� a3a s r EXCURB & GtTER � URB & GU ''`"' _ ..� .. l.,-.,._,..__.,..,__ _....-... _-_..-_... -- 71 ,n 1 v� .✓, EX. C TIER'-..54.7gg f -- f/ EX, STREET LIGHT EX. SIDEWkiK� ---� ~ -I-' "`R ,r"-"� , � X CURB INLET L_ ,,� E we t ( l r EX SIDEWALK 30,7 DETAIL 5 ON SHISET C-2.4 PEMBERLY PASSAGE AVENUE CONSTRUCTION NOTES Plan and Profile 01' INSTALL 8' CONCRETE CURB PER DETAIL F ON SHEET ZO PAVING SECTION INSTALL 4" THICK SIDEWALK PER PROPOSED C.O.B. STANDARD 5T-5 INSTALL 0.30' TYPE B AC/ 0.40' AB 1 t OG \,._t NATIVE SOIL COMPACTED TO 90% M.D.D. `' J�"� PAYING SECTION (dO TIa V INSTALL. STANDARD WHEEL CHAIR RAMP PER CASE A {},"CAL'fRANS RSP ASSA. TRAFFIC INDEX=4.5, "R° VALUE=59, AND PAVING ,� SECTION WERE TAKEN FROM PROJECT MO. 1.1-7255 V CONSTRUCT STANDARD 12' CROSS GUTTER PER C.O.B. STANDARD ST -3 STREET PLANS FOR TRACT NO. 7255 - UNIT 9 05 SRWC'UT 8: MATCH EXISTING A.G. PAVEMENT INSTALL TYPE 'M' MEDIAN CURB PER C,O,B, STANDARD ST ... 2 Jam, CONSTRUCT TYPE 'B" 8" CONCRETE CURB AND GUTTER PER C.O,B. STO. DETAIL l'1 ST -1 ON SHEET C-3.0. LEGE C.O.B. - CITY OF BAKERSFIELD BC - BEGIN CURVE BCR - BEGIN CURVE RETURN BVC - BEGIN VERTICAL CURVE C1 - CURVE INDEX (SEE CURVE TABLE) CL OR { - CENTER LINE EC -- END CURVE ECR _. END CURVE RETURN EVC - END VERTICAL CURVE EP -- EDGE OF PAVEMENT EX - EXISTING GO - GRADE BREAK H,P - HIGH PON B, - PROPERTY EINE PI - POINT OF INTERSECTION POC - POINT ON CURVE POVC - POINT ON VERTICAL CURVE PRC - POINT OF REVERSE CURVE PCC POINT OF COMPOUND CURVE R/WY RIGHT OF WAY VPI VERNON POINT OF INTERSECTION EP (5580) - EXISTING EDGE OF PAVEMENT ELEVATION IL (5599) - EXISTING FLOWUNE ELEVATION FS (5599) - EXISTING FINISH SURFACE ELEVATION FG sue - nmsH GRADE ELEVATION k 50 62 - FLOW INE ELEVATION ES NAAS -FINISH SURFACE ELEVATION TO 55,88 - TOP OF CURB ELEVATION 351 - DISTANCE LEFT OF CENTERLINE OF ROAD 35M - DISTANCE RIGHT OF CENTERUNE OF ROAD 2++DO.00E - DIRECTION OF STATION LABEL �O - BOUNDARY/PROPERTY UNE - —.- EXISTING RIGHT OF WAY - PROPOSED RIGHT OF WAY — PROPOSED STREET --`-- '- EXISTING STREET I[ -- PROPOSED SIDEWALK _ PROPOSED FUTURE MEDIAN CURB - DIRECTION OF DRAINAGE M1 EXISTING POWER POLE Q - EXISTING SEWER MANHOLE C! - EXISTING CLEANOUT zh€ ---.- EXISTING CONTOUR ' - NEW PAVEMENT (SEE STREET PLAN). 9 -SURVEY MONUMENT - PROPOSED RE.. HYDRANTS EXISTING PAVEMENT - NEW SIDEWALK - NEW CONCRETE ®- - SAWCUT 1 i 4 �fYiYiY�ls��l: 9 C-63332 CIVO. c� z cn a z ¢ d ■ w y i, ii ca cars s �O r ■ w y i, ii r ■ y i, ii s ■ Ylk ■ i� til SAWCUT PROPERTY BOUNDARY � I. £ U5 1 Ex. CONTOUR i § AREA ASPHALT TO BE REMO PAVEMENT I EX. CONCRETE CURB Fc... -` GUTTER TO BE REMOVED -- IT —63332 SAWCUT A REMOVF ±174.1 OF /-OF CONCRETE CURB & GUTTER CtV1V.,.ai���`.. R/W SAWCUI & REMOVE ±3`,3,3 R SF OF SIDEAVRV SAWCUT & REMOY ±136.6 SF OF PAVtMENT OF O $ SAWCUT & REMOVE 153.3 SF MEPJT PAVE SAWCUT SF SAW'CUI & REMOVE. ±436.7 OF OF s OF MEDIAN. CURB _ Y+OD r 3+04 — -AI $—+001 SAWCUT & REMOVE 352.9 SF OF SAWCUT & REMOVE SAWCUT & REMOVE ±452.0 SF OF PAVEMENT '"""'�F--- PAVEMENT 02-7 ti; ±11546 SF OF �... —� ___ ,,, ! PAVEMENTHQViNGHAM DR — u r EXISTING DEAD '-.z-e,JRR' SAWCUT & REMOVE. END S;GN . TO BE±164.6 SF 9P RFLOC.AiEO, `^.�` PAVEMENT SAWCU I &;REPROVE -- #50.6 SF OF SAWCUT & "'_z, MEDIAN CURB 8 L REMOVE ±451.4 SF OF MEDIAN - CURB C'? Z 30' O 30' SCALE; AS SHOWN COMP:. NO: V (IN FEET) JOB NO.: 364—..35-00 1 inch = 30 ft. C i c-2.2 a U, SAWCUT PROPERTY BOUNDARY � I. £ U5 1 Ex. CONTOUR i § AREA ASPHALT TO BE REMO PAVEMENT I EX. CONCRETE CURB Fc... -` GUTTER TO BE REMOVED -- IT —63332 SAWCUT A REMOVF ±174.1 OF /-OF CONCRETE CURB & GUTTER CtV1V.,.ai���`.. R/W SAWCUI & REMOVE ±3`,3,3 R SF OF SIDEAVRV SAWCUT & REMOY ±136.6 SF OF PAVtMENT OF O $ SAWCUT & REMOVE 153.3 SF MEPJT PAVE SAWCUT SF SAW'CUI & REMOVE. ±436.7 OF OF s OF MEDIAN. CURB _ Y+OD r 3+04 — -AI $—+001 SAWCUT & REMOVE 352.9 SF OF SAWCUT & REMOVE SAWCUT & REMOVE ±452.0 SF OF PAVEMENT '"""'�F--- PAVEMENT 02-7 ti; ±11546 SF OF �... —� ___ ,,, ! PAVEMENTHQViNGHAM DR — u r EXISTING DEAD '-.z-e,JRR' SAWCUT & REMOVE. END S;GN . TO BE±164.6 SF 9P RFLOC.AiEO, `^.�` PAVEMENT SAWCU I &;REPROVE -- #50.6 SF OF SAWCUT & "'_z, MEDIAN CURB 8 L REMOVE ±451.4 SF OF MEDIAN - CURB BY: DOW £ C'? Z 30' O 30' SCALE; AS SHOWN COMP:. NO: V (IN FEET) JOB NO.: 364—..35-00 1 inch = 30 ft. C C 5 c-2.2 a U, E3 C7 z i 1 i z i 8 BY: DOW £ SCALE. iiRAPH15 30' O 30' SCALE; AS SHOWN COMP:. NO: 3643FFJD_SiR (IN FEET) JOB NO.: 364—..35-00 1 inch = 30 ft. SHEET C 5 c-2.2 F i i 1 i i r � i s 8 I i r BY: DOW £ SCALE. iiRAPH15 30' O 30' SCALE; AS SHOWN COMP:. NO: 3643FFJD_SiR (IN FEET) JOB NO.: 364—..35-00 1 inch = 30 ft. SHEET C 5 c-2.2 F IR71ltN 5G0' OF SCROOL ( ! PAIN" SLOW' SCHO XING" l P R ^A_TRANS STD. A24D /INSTAII SCHOOL ADVANCE `�, fV LCROSSING ASSEMBLY D' SW24--3 CA) d \ r f NSTALL SCHOOL SPEED UN4IT ASSEMBLY C (C.A) SR4-KCAL PAINT 'SLOW SCHOOL X#NG" PER CALTRANS STD. A24D INSTALL_ NO PARKING SIGN R26 (CA) EXISTING ROUNDABOUT CIRCULATION PLAQUE R6 -5P INSTALL NO PARKING S€ON R26 (CA)_-`, EXISTING ADVANCE WARNING SIGN WI I-2 INSTALL SCHOOL ADVANCE CROSSING ASSEMBLY SW24--3(CA) fl !ti k r ��• t /1 1 { j fir r 1 E , ,y ! r! i 1 /PErMBJEJRL/Y PASSAGE AVE l,?1"1J f rJ r p i i" ) Q ""-•�Y �1�f1 � ) { INSTALL NO EXISTING YIELD SIGN /I J 1 I tI "I'MNG NUNRI-V � �`� 1 R26 (CA) -'�'--_--"��-- rj `. FXISTNC ADVANCE WARNING SIGN n /r EXISTING RGUNDA80UT 1'*-s,_EXIS11fJG { l CIRCULATION PLAQUE -- L, r�-- STREET SIGN f ! R6 5P - r X - r EXIS TING ADVANCE A ?'�.'-� 1, ` a k EXIS'C;PdG YIELD SIGN .v i4.. .�; ...... ........ ....... .......... —...._ _.__— ___ '— `.. WARNING SIGN .-. ., r .— n_.. ! R1 -2 a._ -��. rv, _, _- ..,,.. Wi, 2 it 7 -- A _ — EXISTING ADVANCE WARNING SIGN W11-2 EXTSANG ADVANCE WARNING SIGN W11-2 Y•l � y PAINT "SLOW SCH00 •RING„ PER CALTRANS STD. A24D—'k_ If rt f •• j�� jl(l�u _ r•�.t r{ �\ �. Ex!S€T ALL EXIST^:G NG ADVANCE WARNING SIGN � SM s�s":r---._..__PAINT "SLOW SCIiGOt. XiNG" r CRQSSiVAf,K STRIPING TO VVI -2 VV1 2.......-__ iQ'J _....._r� �� _ PER CALTRANS STD .- 4G c,. OF REPAIN rD YEI�..O47 ,((ylfN� r• 4I ! " 3.a •—+00 _2_+0.0. _+ r `� N.. 1'Y vlA 1'll'.i "aAiA ,ir .... m•'. r..,.:.e . ri..my T ., t! J�f•�/; J,I�lr-�'.'�j'! ..._- _,.._. µ.._........ __ —S_..._�. <` IPTYPE I () ARROW �° HOVNGHAU Dft TYP.i END STRIPING �143 L.F.rNEE ISTRIPNU P � I �INISTALL ROAD ENDS SIGN ----- _.- 148.1 EXISTING ADVANCE W31A (CA) L WARNING SIGN t, l W11-2 DO - MD SOMPING PLAN aU j EXISTING ADVANCE --WARNING SIGN c' Wit -2 INSTALL SCHGO SPEED o -LIMT ASSEMBLY C (CA) SR4-1(CA) INSTALL SCHOOL ADVANCE CROSSING ASSEMBLY SW24 3(CA) I CDLLJ a• 3U7• co ° t LLI W 1 INSTANI„h. ONE WAY S}� 3I I, fNSSTALL SCHOOL ADVANCE F CROSSING. ASSEMBLY D WSTAU KEEP RIGHT SIGN SIGN INSTAL.. DO NOT ��� RT_% INSTALL ICHOO ENTER SIGN R5-1 v SPEED DMi ^'..` ASSEMBLY C LCA) INSTAL TYPE O (CA) RELOCATED '-MARKER PER C, -SB DEAD E14D �-�.� SR4-1(C STANDARD T-15 SIGN l i M r r P r CD r Y•l � y PAINT "SLOW SCH00 •RING„ PER CALTRANS STD. A24D—'k_ If rt f •• j�� jl(l�u _ r•�.t r{ �\ �. Ex!S€T ALL EXIST^:G NG ADVANCE WARNING SIGN � SM s�s":r---._..__PAINT "SLOW SCIiGOt. XiNG" r CRQSSiVAf,K STRIPING TO VVI -2 VV1 2.......-__ iQ'J _....._r� �� _ PER CALTRANS STD .- 4G c,. OF REPAIN rD YEI�..O47 ,((ylfN� r• 4I ! " 3.a •—+00 _2_+0.0. _+ r `� N.. 1'Y vlA 1'll'.i "aAiA ,ir .... m•'. r..,.:.e . ri..my T ., t! J�f•�/; J,I�lr-�'.'�j'! ..._- _,.._. µ.._........ __ —S_..._�. <` IPTYPE I () ARROW �° HOVNGHAU Dft TYP.i END STRIPING �143 L.F.rNEE ISTRIPNU P � I �INISTALL ROAD ENDS SIGN ----- _.- 148.1 EXISTING ADVANCE W31A (CA) L WARNING SIGN t, l W11-2 DO - MD SOMPING PLAN aU j EXISTING ADVANCE --WARNING SIGN c' Wit -2 INSTALL SCHGO SPEED o -LIMT ASSEMBLY C (CA) SR4-1(CA) INSTALL SCHOOL ADVANCE CROSSING ASSEMBLY SW24 3(CA) I CDLLJ a• 3U7• co ° t LLI W 1 INSTANI„h. ONE WAY S}� 3I I, fNSSTALL SCHOOL ADVANCE F CROSSING. ASSEMBLY D WSTAU KEEP RIGHT SIGN SIGN INSTAL.. DO NOT ��� RT_% INSTALL ICHOO ENTER SIGN R5-1 v SPEED DMi ^'..` ASSEMBLY C LCA) INSTAL TYPE O (CA) RELOCATED '-MARKER PER C, -SB DEAD E14D �-�.� SR4-1(C STANDARD T-15 SIGN 4 TM(VFIHRU I-'-I:A 8 STRIPING LEGEND 38 CHANNELIZtNG STRIPING PER CALTRANS STB, PLAN DETAIL 38A ONj( SHEJET "A20L1" f, P /C P n .swx,wwrs 1 iE l M P CD `-•CD __ C INSTAL LINE J WAY SIGN R6-1 A ;"`--" W TYPE )V (L) OW - ARR`- �� L.L# _ x (TVP) n gg- w 0 u 4 TM(VFIHRU I-'-I:A 8 STRIPING LEGEND 38 CHANNELIZtNG STRIPING PER CALTRANS STB, PLAN DETAIL 38A ONj( SHEJET "A20L1" f, P /C P n .swx,wwrs 1 iE C-2.3 3 6 m P 4 uua r� C J n QAl n w 8 w 0 u Lel 3 5 c:a z cn f � 1 U C-2.3 3 6 m 357.44 ,_.--..� \-FS 357.24 MAT P,fiK '5 FS 357.23 ® ®. ,...., ,-£6 357.17 Sy A-EX.SIDEWALK FS (357.24) .__.Curve Toble FS 357.19 'SFS 356.57 MATCH. % %,., GB FS (357.17) ..... ........ 19,18 TO 357.16 FS 357.16 C: MATCH 1 FS 35Y12 . 20.00 356.641 21'• .. _ ..-- --- - WI 2._.. - 1 - EX. CURB & GUTTER -1 FS 356.95 C6 G- '_._-'dW12- ....._:� .. 357.0; -- C23 FE 358.52 4 357.05- 87° 21' m I i " 42 - - A: 7 az �• " C' r. rul `� 10.00. TO (356.86) 33" FS (356.38) \°- 26.00 MATCH, BCR FS (356.59) t FS (AARE) MATCH - 5TA 4+01;87 56.50'L ; � TC {357,01} FS (35636) MATCH, ECR ✓I TO 356.67 .__.Curve Toble GE'• 'SFS 356.57 C,rvp# % r 7` GB __ G4 ..... ........ 19,18 TO 357.16 FS 357.16 ------ 54 56' 357V5 I 2 33.96 20.00 356.641 21'• -.. - EDGE OF PAVEMENT - €X - EXISTING 11&% TO 357,Ii2_�a C6 G- '_._-'dW12- ....._:� .. ' W11 - -...._ - FS 36T12 _-'W1 -WIZ 12' C23 '> 4 357.05- 87° 21' m I i " 42 C24 az �• " C' r. rul `� 10.00. 8, POG 33" 1( n F5/'357.17 -^,,'I 2F 89 26.00 7W D'' GO t CONSTRUCTION NOTES (D INSTALL 6" CONCRETE CURB PER DETAIL F ON SHEET 2,0 {0 INSTALL e THICK SIDEWALK PER PROPOSED C.O.B. STANDARD ST -5 �DINSTALL STANDARD WHEEL CHAIR RAMP PER CASE A OF CALTRANS RSP AREA, 0 CONSTRUCT STANDARD 12' CROSS GUTTER PER C.O.B. STANDARD STT -3 SAWCUT & MATCH EXISTING A.G. PAVEMENT \."_f INSTALL. TYPE 'M' MEDIAN CURB PER C.O.B. STANDARD ST -2 FD CONSTRUCT TYPE 'B' 6' CONCRETE CURB AND GUTTER PER, C.O.B. STD. DETAIL \..'J ST -1 ON SHEE`=. C-3.0. FS (360.87) MATCH CURB SAWCUT UNE-" . �-1 , a p DETAIL 3 - Smie: 1'=S, FS 357.69 .__.Curve Toble GE'• - BEGIN CURVE C,rvp# FS 357.77 R/W r 7` GB __ G4 ..... ........ 19,18 �^--FS ------ 54 56' 357V5 I 2 33.96 a FS 357.82 -s .157.70 o GO 9 3 Mr Ex. SIDEWALK FS (356,44) MATCH (35ATCH ^_ ATCH 7 TC 357.65 EX CURB 357.16 & G't;TTER -- - _.. - - ,r 35719 Z36% - -_ STA 5±3A32. ;RX TC (357.75) STA: 5+393$ 30.53'L 2 (357.2:9) FS (357.43- 35A 3) lll MATCH, FOR s _DETAIL 4 --- s FS 362,25 GB r- FS 352.29 SIDEWALK i C.G.B, .__.Curve Toble BC - BEGIN CURVE C,rvp# tenoh Radius DOW_---- __ G4 ..... ........ 19,18 2000 ------ 54 56' -- 50'- C5 33.96 20.00 97' IT 21'• -.. - EDGE OF PAVEMENT - €X - EXISTING GB C6 1 6,30 2DGO 23° 46' 12' C23 30,49 20.00 87° 21' 34" C24 5 68 ' 10.00. ---------------- 33•. 41' 33" C� 2F 89 26.00 7W D'' 18' SIDEWALK i C.G.B, - CITY OF BA.KERSFIELD BC - BEGIN CURVE BCR - BEGIN C`;fRVEE RETURN ERIC - BEGIN VERTICAL CURSE - 11 . - CURIE INDEX {SEE CURVE TABLE) CA OR i - CENTER LINE EC - END CURVE FOR - END CURVERETURN EVC - END VERTICAL CURVE EP - EDGE OF PAVEMENT - €X - EXISTING GB - GRADE BREAK H.F.. - HIGH POINT R - PROPERTY UNE AT - POINT OF INTERSECTION POC - POINT ON CURVE POVC - POINT ON VERTICAL CURVE PRC - POINT OF REVERSE CURVE R/W - RIGHT OF WAY VPI - VERTICAL POINT OF INTERSECTION EP (55.80) - EXISTING EDGE OF PAVEMENT ELEVATION EL (55,99) - EXISTING 19,09 -INE ELEVATION FS (AARE) - EXISTING FINISH SURFACE ELEVATOR FG 50.98 - FINISH GRADE ELEVATION k 50.62 - FLOOL NE ELEVATION - FS 54.13 - FINISH SURFACE ELEVATION TC 55.88 - TOP OF CURB ELEVATION 351 - DISTANCE LEFT OF CENTERLINE OF ROAD 35°R - DISTANCE RIGHT OF CENTERLINE Of ROAD 2+OOU0E - DIRECTION OF STATION LABEL BOUNDARY/PROPERTY LINE - - -- EXISTING RIGHT OF WAY --- PROPOSED RIGHT OF WAY - PROPOSED STREET, ,. - EXISTING STREET E PROPOSED SIDEWALK - PROPOSED FUTURE MEDIAN CURB DIRECTION OF DRAINAGE `zD.r - EXISTING POWER POLE Q - EXISTING SERER MANHOLE Jrj - EXISTING CLEANOUT _... 28 -- _ EXISTING CONTOUR -..NEW 'PAVEMENT (SEE STREET PLAN) as - SURVEY .MONUMENT - PROPOSED FIRE HYDRANTS - - EXISTING PAVEMENT - NEW SIDEWALK - NEW CONCRETE ^.^-- - SAWCUT I 1. ENUENI N:. 0.30' AC PAVING OVER 0.40' CL 2 AUG. BASE OVER LOS' NAT. GROUND COMPACTED TO 95% MAX. DENSITY SECTION 2 1- ,, 6 f Scale: 1"=5° P=H NOTE TRAFFIC INDEX=B, °R' VALUE=59, AND RAVING SECTION WERE TAKEN FROM PROJECT NO, 1.1-7255 STREET PLANS FOR TRACT' NO. 7255 - UNIT 1 utau;nttt ues� .. CHECKED BY:.Hw , M~ ^ DOW DATE: 6/13/2019 CORP. NO 3643WO-STR Jf HO. - 364-35-09 ` SHEET C2.4 OF z E Z u ,� .. LU WE _ C7 R HogEDm t? z h- b cJ ENUENI N:. 0.30' AC PAVING OVER 0.40' CL 2 AUG. BASE OVER LOS' NAT. GROUND COMPACTED TO 95% MAX. DENSITY SECTION 2 1- ,, 6 f Scale: 1"=5° P=H NOTE TRAFFIC INDEX=B, °R' VALUE=59, AND RAVING SECTION WERE TAKEN FROM PROJECT NO, 1.1-7255 STREET PLANS FOR TRACT' NO. 7255 - UNIT 1 utau;nttt ues� .. CHECKED BY:.Hw , M~ ^ DOW DATE: 6/13/2019 CORP. NO 3643WO-STR Jf HO. - 364-35-09 ` SHEET C2.4 OF EX: CURB & GUTTER{/ EL (354.42)1>"'p9� p MATCH, BCR FS (354.84)`` .. _ { MATCH 4 C \. FS 354,86 FS (554.96) /\` MATCH - TSA 1 1 FS 354.92 i 1 FS (354.47) MATCH TO 354,81 Fi 3544,,31FS 354.42`----- .- GB STA 2±99.09. 45.08'R 354,30, POC 354.29 TO 35 34 2 --_. sC FS 354.32 y a> w C. TC 354.37 yb� `�" FS 354.37'7 FS 354,39 CONSTRUCTION NQTES 0 INSTALL 6" CONCRETE CURB PER DETAIL.F ON SHEET 2.0 1_! INSTALL r THICK SIDEWALK PER PROPOSED C.O.B. STANDARD ST -5 '�."..I INSTALL STANDARD WHEEL CHAIR RAMP PER CASE A OF CALTRANS RSP A88A. CONSTRUCT STANDARD 12' CROSS GUTTER. PER C.O.B. STANDARD ST -3 05 SAWCUT & MATCH EXISTING A.C. PAVEMENT ` 6 INSTALL TYPE `M' MEDIAN CURB PER C.O.B. STANDARD ST -2 CONSTRUCT TYPE V 6„ CONCRETE CURB AND GUTTER PER C.O.B. STD. DETAIL ST -1 ON SHEET G-3.©. -.- WYE---._..._,.. -�... -- -- _-. W12--- _._. FS 356,84, MAT&ABC, NATO �S (356.72} •3 47 FS (354.39) MATCH FS 354.35 GIS-` m 354.23, P 10,354.: ` 71 FS 354.28"}4.' � � I 20% G221 ' FL 354.24 J �-' �- TO 354.33�q FS 354.33 N. N. ENTRANCE ""\ DETAIL 5 Scale: S"=.5' I STA. 4+5168 I1 351 - FS 355.82, MATCH () �-FS (356.50) - STA: 5+06,40, 11.281 - I Ito! C.O.B. - CITY OF BAKERSFIELD - FS (354.41) -- BEGIN CURVE BOB - BEGIN CURVE RETURN BVC - BEGIN VERTICAL CURVE ATGti1 - CURVE INDEX (SEE CURVE TABLE) 5Lk h57&� 22.m EC - END CURVE - "-__-- - END CURVE RETURN TC (354.67) -END VERTICAL CURVE EP - EDGE OF PAVEMENT EX- EXISTING (354,17) GRADE BREAK N.P. - HIGH POINT -^- PROPERTY LINE MATCH. FOR - POINT OF INTERSECTION POC - POINT ON CURVE. POVC - POINT ON VERTICAL CURVE PRC - POINT OF REVERSE CURVE PCC - PUNT OF COMPOUND CURVE Is /W - RIGHT OF WAY VPI - VERTICAL POINT OF INTERSECTION 6707 - EXiSnNG EDGE OF PAVEMENT ELEVATION R, (55.99) - EXISTING FLOWLINE. ELEVATION FS (55.99) - EXISTING FINISH SURFACE ELEVATION FG 50.98 - FINISH GRADE ELEVATION -^ FL 50.62 - FLOWUNE ELEVATION 47" Cis ---30.81 127,15': 13' 52' ^ 55°. C17 4.33 1,38 .179. 50' 48° C18 3,14 1.00 1do, Do'OO". - C19 13.85 F9 (354.72) 0' 47' - 4,737. 020 13'93 99400 IF 48 ATC` CIT r MATCH UTTER - EX, CURB ckGUTTED- -. FS (354,75)._'_. FS 25" _ C22 3....85 L--- 4545- -- 4" 0£s MATCH a dr's.1--EX. SIDEWALK FS (354.79)MATCH INFS 1 jIS4.78 354.83C 35484 .._-- --FS `G Ito! C.O.B. - CITY OF BAKERSFIELD - SO -- BEGIN CURVE BOB - BEGIN CURVE RETURN BVC - BEGIN VERTICAL CURVE C1 - CURVE INDEX (SEE CURVE TABLE) CL OR LE - CENTER LINE EC - END CURVE ECR - END CURVE RETURN EVC -END VERTICAL CURVE EP - EDGE OF PAVEMENT EX- EXISTING OR .... GRADE BREAK N.P. - HIGH POINT -^- PROPERTY LINE P€ - POINT OF INTERSECTION POC - POINT ON CURVE. POVC - POINT ON VERTICAL CURVE PRC - POINT OF REVERSE CURVE PCC - PUNT OF COMPOUND CURVE Is /W - RIGHT OF WAY VPI - VERTICAL POINT OF INTERSECTION - EP (55.80) - EXiSnNG EDGE OF PAVEMENT ELEVATION R, (55.99) - EXISTING FLOWLINE. ELEVATION FS (55.99) - EXISTING FINISH SURFACE ELEVATION FG 50.98 - FINISH GRADE ELEVATION -^ FL 50.62 - FLOWUNE ELEVATION - - -.-,RTC .. _ EX. MEDIAN CURB & _-- GUTTER TO REMAIN _ FS 356.87, MATCrI. -., ..,ti pA< IL FS (358.68} 359. FS CH � i5 MAT STA ot7R..02 450'R - - ._. --- '.-..-._._,. BEGIN STRIPING k R/W I I VARIES I VARIES I 12' MFET SEG]i0 0.30' AC PAVING OVER 040 CL 2 AGG BASE OVER 1.00' NAT GROUND COMPACTED TO 958 MAX. DENSi Y a SAWCUT LINE EX, PAVEMENT C PAUING SECT1aN JIM I -. 3 TRAFFIC INDEX -4,5, 'R' VALUE=59, AND.PAV3NG ( 3 )-- -,. -Sc� SECTION WERE TAKEN FROM PROJECT NO. 1.1-7255 �,✓ STREET PLANS FOR TRACT NO, 7255 - UNIT 1 LS - LANDSCAPE FS 54.13 - FINISH SURFACE ELEVATION TC 55.88- -- TOP OF CURB ELEVATION 351 - DISTANCE LEFT OF CENTERLINE OF ROAD 35'R - DISTANCE RIGHT OF CENTERLINE OF ROAD 2+00,00E - DIRECTION OF STATION LABEL Jit - BOUNDARY/PROPERTY LINE . ---- EXISTING RIGHT OF WAY ----- PROPOSED RIGHT OF WAY C9 PROPOSED STREET FL 1,17 EXISTING STREET t OU" - PROPOSED SIDEWALK -.3.14 - PROPOSED FUTURE MEDIAN CURB -^- - DIRECTION OF DRAINAGE 1Cb - EXISTING POWER POLE (D - EXISTING SEWER MANHOLE 00" - EXISTING CLEANOUT ear -_- EXISTING CONTOUR - o' 47' - NEW PAVEMENT 9 - SURVEY MONUMENT. 1 60,00 - PROPOSED PIPE HYDRANTS 55:" - EXISTING PAVEMENT 27+PG - NEW SIDEWALK r 36 - NEW CONCRETE CROSS GUTTER C14 - SAWCUT �> FS (360.56) FS 360,71, MATCH/BC STAN; 8+52.71. 11.73'L ' FS 360.69, MATCH r FS 360.76 2229 2 a .3 f STA: §+55,22, 02 5 ti0'R C20 FS 360 78, PRG FS 36073, MATCH .FS (359.91) •a' FS 361,( FS STA: 6+6102, 5-00W R - FS 361.12, MATCH/EC € H + �5 FS 362.73 OF ENTRANCE DETAIL Scale: 1"=10' FS (361.72; /f 6 Carve Table- ......_..� z r w Curve Leng h Radius Jit G7 122.19 r 20.00 63 34' 49" C9 3.69 j 1,17 180` 40' OU" -.3.14 l p Gift 1.GJ 180' GO' 00" w # 13.89 I 99 a OC o' 47' 56" (12 r. 39.79 60,00 37` 59' 55:" 4'13 27+PG 994.0f. r 36 31T C14 30. 6 19_,34 ------------------- E 50 47" Cis ---30.81 127,15': 13' 52' ^ 55°. C17 4.33 1,38 .179. 50' 48° C18 3,14 1.00 1do, Do'OO". - C19 13.85 99S OC 0' 47' 47" ' 020 13'93 99400 IF 48 11"-- CIT 4O w 6O OO 3B 13 25" _ C22 3....85 L--- 4545- -- 4" 0£s SO"".. ----- STA: 6+6102, 5-00W R - FS 361.12, MATCH/EC € H + �5 FS 362.73 OF ENTRANCE DETAIL Scale: 1"=10' FS (361.72; /f 6 c2 z r w cn n .4> _'."` N/7 CaE � ss l p 4N STA: 6+6102, 5-00W R - FS 361.12, MATCH/EC € H + �5 FS 362.73 OF ENTRANCE DETAIL Scale: 1"=10' FS (361.72; /f 6 c 931 m SCA.NE:. AS SHOWN 1 c2 z r w cn n J CaE � ss p 4N m z T w # J ` d c 931 m SCA.NE:. AS SHOWN 1 r T �r • a r W a 1 c 931 m SCA.NE:. AS SHOWN 1 0WA k f#'.I ajillll' Yd 4 I pR_M Fara I RA*W t I I I 1 I5' - 40 DAMON Eabm I N 1 ' zkx WAO, d, . 1 I .RF - APa,'r+arF Enbartt 1 .i 1 ard"°wd IF SRy E filiftor fadd bormlimpt amp at N t mm naw MGM Pff camsmhowmv 5r --IS. 4 sty e , - •' , p(.,t »Celt _.._- Six 7l• a 'a . y. a k ' A Im m Nw, .r or A Air, . 18 SIDEWALK I(\(\_-�jlj} nectar : % ulY 2T, PDtT C41Ns3I °^. ---- RKAGEs T 5Y RAISED TRUNCATED DOME re ea mPm s. so -e" + a 3t ys n Mp# •Max x yp .�1.x w�ar'xn x°we ` a rr ems on�A=� • m •. - of, aFrraxr or raw ,sw m s>>v� ar..,;;n itis RnN.fll. .... .of A ,r R6 -IA ' Awe VE #IY X38. TO CENTER TO ACCOMPANY PLANS DATED .. ... ..... a .•: -,. - .. ,.... _. : ,.. - - SEANTER TING . SIDEFRONOFFRONT SIDE#ALK EDGE -. "DNB To MATCH OF SIDEWALK 1°b� 4�RAMP SLOPE ,BA1LR TRUNCATED DOME. PATTERN jIN-$„I.NE} W ONAU MOO Sol AS ja..r° a e n\ SEE NOTE 10 ON INNE Of C1g,MARS Mw;. a! ��.. NOTES; See Note 10 an iO Y I.AS Oita cradituxim dictate Las® A through Coe. G ours Inn" any be used - For corner instailatless mletter to Phos. shown in Detroit A anal Detali B. SIDEWALK t.b% _I I SIDEWALK we .a- �< e1r x ox c E 0 GE m c x 99 fl ft'TEO I throe Cama D cuM pm s also m De used at mid bfaG4 lacatianm NO site ��yiIs, ay p d 1j x E - ° m x� SIDEWALK nondlfiana dicasts. Fora citta alto canal Tton const urafi(an Intl Pa atlin aha g g 4 � apnferm to existing a(dewalk, sea Project plans. Pau '(OF 1 P'U'' CURB d f•Ya FRONT F 2. if distoajao from tUrb to goat of sidewalk a toe afar+ to oa may be ate ramp and -0''2 p3aifarM tlait6l npB as shwn in Caro At the sidewalk mm' hrs Cepreasdd k f#'.I ajillll' Yd 4 I pR_M Fara I RA*W t I I I 1 I5' - 40 DAMON Eabm I N 1 ' zkx WAO, d, . 1 I .RF - APa,'r+arF Enbartt 1 .i 1 ard"°wd IF SRy E filiftor fadd bormlimpt amp at N t mm naw MGM Pff camsmhowmv 5r --IS. 4 sty e , - •' , p(.,t »Celt _.._- Six 7l• a 'a . y. a k ' A Im m Nw, OMIT Collow"alo Osuartmmt of Trodapor-+01 r Ali RP its Reserved RETAINING TDRD ..a%C� ftE7dARMS CURB IF OAS" Min APd A T, Max, µ o� 3 WIT* cu rrnnr ma,i r m fr;nti IF NECESSARY AT 5" Min NIGH NECESSARY AT EDGE i� DTa EDGE Or SIDEWALK RETAINING CURB . ' OF SID6MALK- - d 02 W.j �1-5%®`MyUp \IBX SD DETAIL TYPICAL TWO—RAM CORNER i I',.. 1 .r t . 18 SIDEWALK I(\(\_-�jlj} nectar : % ulY 2T, PDtT C41Ns3I °^. ---- RKAGEs T 5Y RAISED TRUNCATED DOME re ea mPm s. so -e" + a 3t ys n Mp# •Max x yp .�1.x w�ar'xn x°we ` a rr ems on�A=� • m •. - of, aFrraxr or raw ,sw m s>>v� ar..,;;n itis RnN.fll. .... .of r. R6 -IA ' Awe VE #IY X38. TO CENTER TO ACCOMPANY PLANS DATED .. ... ..... a .•: -,. - .. ,.... _. : ,.. - - SEANTER TING . SIDEFRONOFFRONT SIDE#ALK EDGE -. "DNB To MATCH OF SIDEWALK 1°b� 4�RAMP SLOPE ,BA1LR TRUNCATED DOME. PATTERN jIN-$„I.NE} W ONAU MOO Sol AS ja..r° a e n\ SEE NOTE 10 ON INNE Of C1g,MARS 9AT . ��.. NOTES; See Note 10 an iO Y I.AS Oita cradituxim dictate Las® A through Coe. G ours Inn" any be used - For corner instailatless mletter to Phos. shown in Detroit A anal Detali B. SIDEWALK t.b% _I I SIDEWALK The case of curb ramps Case in DefoiI A do not move to be the sakes. Cas® A e1r x ox c E 0 GE m c x 99 fl ft'TEO I throe Cama D cuM pm s also m De used at mid bfaG4 lacatianm NO site ��yiIs, ay p dR"Roars 1j x E - ° m x� SIDEWALK nondlfiana dicasts. Fora citta alto canal Tton const urafi(an Intl Pa atlin aha g g 4 9,0% Rtlx apnferm to existing a(dewalk, sea Project plans. Pau '(OF 1 P'U'' CURB IK wIt f•Ya FRONT F 2. if distoajao from tUrb to goat of sidewalk a toe afar+ to oa may be ate ramp and -0''2 p3aifarM tlait6l npB as shwn in Caro At the sidewalk mm' hrs Cepreasdd — E{ID€ DF TYp Typ z S[DENMKt r 17FIIIuIII i'41iII1h=1�IlII�IIIIIIIRIhIIiInIn�I`I an �^" �'.,.. CD OMIT Collow"alo Osuartmmt of Trodapor-+01 r Ali RP its Reserved RETAINING TDRD ..a%C� ftE7dARMS CURB IF OAS" Min APd A T, Max, µ o� 3 WIT* cu rrnnr ma,i r m fr;nti IF NECESSARY AT 5" Min NIGH NECESSARY AT EDGE i� DTa EDGE Or SIDEWALK RETAINING CURB . ' OF SID6MALK- - d 02 W.j �1-5%®`MyUp \IBX SD DETAIL TYPICAL TWO—RAM CORNER i I',.. 1 " SI tY � a RETAINING z ,- •' No s4alar to Rha+ at for Detail B. ° GLRiB I`IDTH m { 1 'IG eAMEP9 N"Ad Caacl6arplatmii be crone®cucta9etn retain eposdittantl the flitse s€ds of the 5. ;etas ramp uorFlan of the curb ramp Is a typical riatongie, uniform modified le • ' '-GEE NOTE 10 RETAJN{NO 9.3. ax SEE NOFE 10 rn the Presjeat Plan.. A`-2'MI. at"- "' MIn 6. Sods elapa of ramp Harem Vary Uniformly dram a mo.top of e r at WYU to FPC A �� `g InCae with iCaseFdlnal sidewalk slaps adjacent to asp of the ramp, accept EDGE OF '�V to Case C ane Cade F. SIDEWALK T.TPre adJaaent surfaces at transitions at curb ramps 10 waswa gutters, and atrmm+a .Rall sea+ the main. I.I. "- Russ (WI Sea Nate 4 9.Oounter etc an of Adjoining gutterm and rood me -facer, Connector a^ pt td 1D 510E5 OF RAMPI - =GUTTER and w[thtn Z4 Inahea of the curb ramp atoll not be ateepar Rhin lot TOP OF RAMP Gutt al h If at d i" of da h f h 2''0" of 'tlt tMlh-- { FLMINE GM1 41°. 2 Min, It er pan �a a 0 n excse of or cram W1 U. L SEE . B \\ _ _ _._ _ _ _ _ S.Trmatitlon gutter pan slope, tram I" of depth for each 2'-O" of width to match AA4 E" \�f m..� 9% Ra& typical getter pan elope par Standard Plan ABTA. -®V TYp 7.5% Nine 10; The Neherlabls morning surface at ll be a ractangfe as shown O+ bcak of curb, unions modified In aha Project Plana, Curb ramps eha31 have a collectable WI{Et A F ARF,D SIDE OCCURS SECTION A^A warning surface that ..tendo the full width coed 3-0" depth of the ramp. N ' MM Datmcxabts warning surfa.eS etwll extend the Pull width of the romp except PRDVIDE 7!'0' In CURB rOUTTEk a maximum qOp of 7 inch fa allowed oft staff side of the ramp. Detsctnble PLUWLINE RETAINING CURB warnlan9a on aaa& &Pali conform t0 the requirements in thin Standard I -F NF.DES6ABYT SpeclfiFa'i'rs., TOP Of RAMP a'-2" Min ROLRMD, 53. Sidewalk sato ramp thickness. "1", sial l bs 3y"" minimum. '[ 12. Util itY W�i come, venhalse° vaults and ale other utility faaRT#is within the -7.57. Lw 1.5% Max a -I Dallhdm"lea off #ha Curb rQM1p WI 18a rolcoatCd Or adjusted to gradin by th8 �q�+q�, i \SFE NOTE a Dena.- prior is, pr in on auction with, Cart romp cora#ruction. SIDEWALK �" 4T' N� SECTION S -B 13, batee+abia ..,Tnn marc... mor bees to be <wt I .flow removal of uthhty Y covers While radioslope; Detectable warning width and eapfh. ixi Course. entire sidaeahk Tor re wh-mil -- --TYPICAL CUTTER PAN RETAINING CURB APPLIES TO ALL CAUSE— IF NEGE55$NY-. CVRD GUTTER —S GUTTER IN FLDNLINE _ _ - _ _ .- .' . 1r TRANSITIDN FRDNT TKAN6tTIaN 'L pEI FPO ARLE PAVE NT -..-4 3, a,; w SEENO �3 SfiEye� NOTE s NDTF 9 NOTE 6 hal 9 FLARED SECTION C®C 5WAt% SF PNU ]bE GUTTER PAN TRANSITION JjFjam] C_RD5 1 3 STATE OF CALIFORNIA Ol DEPARTMENT OF TRANSPORTATION IET—Al" CURB RAMP DETAILS TYPICAL ONE -RAP NO SCALE CORNER INSTALLATION See Note. 1 and 3 Be" sad b dd AM wed, to GIN M,Ael-d- y r,! . Of 0 Case (sr, Side* A -A aft? card O /R' A i Onfir xd of Am ATT , ( ED, knor.bblt AP am}°b d tmra':Sre ar aft roVFClf 101477 # f are lR ! r age+ st'sam was, rY raa +aro. roma d! DIYAB aa9 Mi fvYh A yy�y$Nf a fie lit I' r +^ rra rare a d to' :aa d NAGROP 2�N fd d li&DON A -A A AT or affir asset aGe wow mffm AON N%pnlea kaaP Ay of ON dlr Ay Id of Compensate WORO A Aap7 W J. klub mermanfird We parfifir d a Alf OW (Sxft A'AG 0 1 Ads ammilif a Minorco of 22'0 to m OW is PRO lm k COWWW ft* IF add My#e IRP *91 weft Wo mapadhe oma Aper Rally : b b '2; and k �y+wtaWaw A ,§ kt dsM a if am ni. sopmams,14wmpkmww # SS° are' a5 A. wW Me maam Al Xaa Toy S 12ar aaYd v qpa# AS bmddd bPov AA P kt xa kddYAax NMY E dI' Mae A, h.a Mn D'rp d AM Awe d'WaNYvi m lmsd m yr, b fM $ IS Colic CAB as wed WO e on& POWW a si-aandMe "*yte Oyu COMBINATION p COMMERCIAL DRIVE APPROACH TYPE B" w OOM${NAPON SIDEWALK gyas. s o. et ST -5 m tr 5 _®.. _. • 1i AYa-. Dre BUD AND a g2' Mag I� = BASE Dia /"V Fc[SiEgE�fr�l n.Efil cEF �'" °§fig SEGE"WALK 18 SIDEWALK I(\(\_-�jlj} nectar : % ulY 2T, PDtT C41Ns3I °^. ---- RKAGEs T 5Y RAISED TRUNCATED DOME re ea mPm s. so -e" + a 3t ys n Mp# •Max x yp .�1.x w�ar'xn x°we ` a rr ems on�A=� • m •. - of, aFrraxr or raw ,sw m s>>v� ar..,;;n itis RnN.fll. .... .of 2.3" ban AND 2.4" MAtx—' 0 R6 -IA ' Awe VE #IY X38. TO CENTER TO ACCOMPANY PLANS DATED i •c tee.:. SEANTER TING . SIDEFRONOFFRONT SIDE#ALK EDGE -. "DNB To MATCH OF SIDEWALK 1°b� 4�RAMP SLOPE ,BA1LR TRUNCATED DOME. PATTERN jIN-$„I.NE} W ONAU MOO Sol AS ja..r° a e n\ SEE NOTE 10 ON INNE Of C1g,MARS 9AT . ��.. NOTES; See Note 10 an iO A. 3C -.--..--. I.AS Oita cradituxim dictate Las® A through Coe. G ours Inn" any be used - For corner instailatless mletter to Phos. shown in Detroit A anal Detali B. SIDEWALK t.b% _I I SIDEWALK The case of curb ramps Case in DefoiI A do not move to be the sakes. Cas® A e1r x ox c E 0 GE m c x 99 fl ft'TEO I throe Cama D cuM pm s also m De used at mid bfaG4 lacatianm NO site ��yiIs, ay p dR"Roars 1j x E - ° m x� SIDEWALK nondlfiana dicasts. Fora citta alto canal Tton const urafi(an Intl Pa atlin aha g g 4 9,0% Rtlx apnferm to existing a(dewalk, sea Project plans. Pau '(OF 1 P'U'' CURB IK wIt f•Ya FRONT F 2. if distoajao from tUrb to goat of sidewalk a toe afar+ to oa may be ate ramp and -0''2 p3aifarM tlait6l npB as shwn in Caro At the sidewalk mm' hrs Cepreasdd — E{ID€ DF TYp Typ z S[DENMKt longte udlnaFiY as In Come 9 or C or may be widener ae in Gase D. an 3 Wan romp is located In center of core refer, .'s amen, colnfi4uration must " SI tY � a RETAINING z ,- •' No s4alar to Rha+ at for Detail B. ° GLRiB I`IDTH m { 1 'IG eAMEP9 N"Ad Caacl6arplatmii be crone®cucta9etn retain eposdittantl the flitse s€ds of the 5. ;etas ramp uorFlan of the curb ramp Is a typical riatongie, uniform modified le • ' '-GEE NOTE 10 RETAJN{NO 9.3. ax SEE NOFE 10 rn the Presjeat Plan.. A`-2'MI. at"- "' MIn 6. Sods elapa of ramp Harem Vary Uniformly dram a mo.top of e r at WYU to FPC A �� `g InCae with iCaseFdlnal sidewalk slaps adjacent to asp of the ramp, accept EDGE OF '�V to Case C ane Cade F. SIDEWALK T.TPre adJaaent surfaces at transitions at curb ramps 10 waswa gutters, and atrmm+a .Rall sea+ the main. I.I. "- Russ (WI Sea Nate 4 9.Oounter etc an of Adjoining gutterm and rood me -facer, Connector a^ pt td 1D 510E5 OF RAMPI - =GUTTER and w[thtn Z4 Inahea of the curb ramp atoll not be ateepar Rhin lot TOP OF RAMP Gutt al h If at d i" of da h f h 2''0" of 'tlt tMlh-- { FLMINE GM1 41°. 2 Min, It er pan �a a 0 n excse of or cram W1 U. L SEE . B \\ _ _ _._ _ _ _ _ S.Trmatitlon gutter pan slope, tram I" of depth for each 2'-O" of width to match AA4 E" \�f m..� 9% Ra& typical getter pan elope par Standard Plan ABTA. -®V TYp 7.5% Nine 10; The Neherlabls morning surface at ll be a ractangfe as shown O+ bcak of curb, unions modified In aha Project Plana, Curb ramps eha31 have a collectable WI{Et A F ARF,D SIDE OCCURS SECTION A^A warning surface that ..tendo the full width coed 3-0" depth of the ramp. N ' MM Datmcxabts warning surfa.eS etwll extend the Pull width of the romp except PRDVIDE 7!'0' In CURB rOUTTEk a maximum qOp of 7 inch fa allowed oft staff side of the ramp. Detsctnble PLUWLINE RETAINING CURB warnlan9a on aaa& &Pali conform t0 the requirements in thin Standard I -F NF.DES6ABYT SpeclfiFa'i'rs., TOP Of RAMP a'-2" Min ROLRMD, 53. Sidewalk sato ramp thickness. "1", sial l bs 3y"" minimum. '[ 12. Util itY W�i come, venhalse° vaults and ale other utility faaRT#is within the -7.57. Lw 1.5% Max a -I Dallhdm"lea off #ha Curb rQM1p WI 18a rolcoatCd Or adjusted to gradin by th8 �q�+q�, i \SFE NOTE a Dena.- prior is, pr in on auction with, Cart romp cora#ruction. SIDEWALK �" 4T' N� SECTION S -B 13, batee+abia ..,Tnn marc... mor bees to be <wt I .flow removal of uthhty Y covers While radioslope; Detectable warning width and eapfh. ixi Course. entire sidaeahk Tor re wh-mil -- --TYPICAL CUTTER PAN RETAINING CURB APPLIES TO ALL CAUSE— IF NEGE55$NY-. CVRD GUTTER —S GUTTER IN FLDNLINE _ _ - _ _ .- .' . 1r TRANSITIDN FRDNT TKAN6tTIaN 'L pEI FPO ARLE PAVE NT -..-4 3, a,; w SEENO �3 SfiEye� NOTE s NDTF 9 NOTE 6 hal 9 FLARED SECTION C®C 5WAt% SF PNU ]bE GUTTER PAN TRANSITION JjFjam] C_RD5 1 3 STATE OF CALIFORNIA Ol DEPARTMENT OF TRANSPORTATION IET—Al" CURB RAMP DETAILS TYPICAL ONE -RAP NO SCALE CORNER INSTALLATION See Note. 1 and 3 Be" sad b dd AM wed, to GIN M,Ael-d- y r,! . Of 0 Case (sr, Side* A -A aft? card O /R' A i Onfir xd of Am ATT , ( ED, knor.bblt AP am}°b d tmra':Sre ar aft roVFClf 101477 # f are lR ! r age+ st'sam was, rY raa +aro. roma d! DIYAB aa9 Mi fvYh A yy�y$Nf a fie lit I' r +^ rra rare a d to' :aa d NAGROP 2�N fd d li&DON A -A A AT or affir asset aGe wow mffm AON N%pnlea kaaP Ay of ON dlr Ay Id of Compensate WORO A Aap7 W J. klub mermanfird We parfifir d a Alf OW (Sxft A'AG 0 1 Ads ammilif a Minorco of 22'0 to m OW is PRO lm k COWWW ft* IF add My#e IRP *91 weft Wo mapadhe oma Aper Rally : b b '2; and k �y+wtaWaw A ,§ kt dsM a if am ni. sopmams,14wmpkmww # SS° are' a5 A. wW Me maam Al Xaa Toy S 12ar aaYd v qpa# AS bmddd bPov AA P kt xa kddYAax NMY E dI' Mae A, h.a Mn D'rp d AM Awe d'WaNYvi m lmsd m yr, b fM $ IS Colic CAB as wed WO e on& POWW a si-aandMe "*yte Oyu COMBINATION p COMMERCIAL DRIVE APPROACH TYPE B" w OOM${NAPON SIDEWALK gyas. s o. et ST -5 rU01*1 ' iIIMiN it IJiY, IJlii, Iq , � Y„„III, NI I mi, 7 as 8y4'. .a.eArsaig cow -'✓. L•. P_A_TCH A 2CNCM1 ” SrWfAU _.+- 1_ wb��t�� w.I4I • MZ#1e*!*TSS,"1 OR F It YYt Go. 26" RKAGEs n tkNN� ° • R=k5' As i .of R6 -IA ' Awe VE #IY X38. i •c tee.:. .y SAY - AMU IGN AFT °= Fa WAV W ONAU MOO Sol AS ja..r° a e ��i � ON INNE Of C1g,MARS R�� }r *'4: Try. r'r:2-•ya�r• I#I��/!a#� i�if1 u TYPE "A" TYPE B" I �--�It=tl r!I lENEF= R = k5 IN e1r USN dR"Roars 204 Ld 4 q uE 6 IK U. RM IK wIt b a 17 x,D CD L Or 4vu. T�8 ® 'Okla' arty second sot a Foes? or My 5*w 2{• # rU01*1 ' iIIMiN it IJiY, IJlii, Iq , � Y„„III, NI I mi, 7 as 8y4'. .a.eArsaig cow -'✓. L•. P_A_TCH A 2CNCM1 ” SrWfAU _.+- 1_ wb��t�� w.I4I • MZ#1e*!*TSS,"1 OR F It YYt COS SIM site i it N "am ...��####yjl,#"lte�� RKAGEs n tkNN� ° a 11=IN IIAPlN'=—` NI- wow N 226�r R6 -IA ' Awe VE #IY X38. SRN.KR MY ."$ SAY - AMU IGN AFT °= Fa WAV W ONAU MOO Sol AS rar- , KIaDa ��i � ON INNE Of C1g,MARS R�� }r *'4: Try. r'r:2-•ya�r• I#I��/!a#� i�if1 u W'i#I�M�1liM O I �--�It=tl r!I lENEF= IN e1r USN CWZ94ei A . udW Am 3!"438` R=A'a#Irsmo N*-Emr4am) z ,pOl"R ed) E - rar@, I I. ig"rys I . k63?d; Ai j7 N G \\x- N �Tt✓M3AD' aw= 1 � ' Me" SAW 7O£09t-,1AGREES e" R6 -X) Ai 40 wefAt RX k1,144 5183: Ad'O,TO43 CBNRW L4' COS SIM site i it N "am W� RKAGEs n iw a wow N 226�r R6 -IA ' Awe VE #IY X38. SRN.KR MY ."$ SAY - AMU IGN AFT °= Fa WAV W ONAU MOO Sol AS rar- , KIaDa ON INNE Of C1g,MARS SO RAN A74 i� an, F 3 NO,: 364-35-0 SHEET C-3,0 9 f 9 ,i n T? a � V pay fes' Z- i� AweU O IN e1r USN N� Ld q uE 6 IK U. RM IK wIt a x,D CD ZD IA ■ # 3 NO,: 364-35-0 SHEET C-3,0 9 f 9 ,i r ■ # i■, • ■ ■ ■ S: CHECKED BC D 3 NO,: 364-35-0 SHEET C-3,0 9 f 9