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HomeMy WebLinkAbout6.1-1722 Record DrawingUNAUTHORIZED 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. USWELL ANDA EXPRESS PD PLAN MAP 124�019_ 4925 E. BRUNDAGE CITY OF BAKERSFIELD STATE. OF CALIFORNIA I— W W ry Cn cnO I . 1, k�,_ - 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 CONSTRUC11ON 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. `BRUNDAGE LANE SCALE: 1" = 30' BASIS OF BEARING: BENCH MARK: THE BEARING OF N00.36'52"E FOR THE WEST LINE OF THE BENCH MARK (USED): NORTHWEST 1/4 OF SECTION 2, TOWNSHIP 30 SOUTH, RANGE 28 USC&GS BM DISK STAMPED "R 825 1947" WITH NAVD88 EAST, M.D.B.&M., PER PM 6450 RECORDED IN BOOK 26 OF PM AT ELEVATION = 427.26' PAGE 11, WAS USED AS BASIS OF BEARINGS SHOWN HEREON. (CENTERLINE OF OSWELL STREET) SHEET INDEX SHEET DESCRIP11ON C-1.0 COVER SHEET AND NOTES C-1.1 NOTES C-2.0 DEMOLITION/STRIPING PLAN C-2.1 STREET PLAN/PROFILE C-2.2 ENLARGED PLANS C-3.0 DETAILS MAMOVEMENT OUANITMES QUANTITY ITEM 140 TONS - ASPHALT CONCRETE PAVING 202 C.Y. - CLASS 2 AGGREGATE BASE 226 TONS - AC OVERLAY 343 L.F. - "6" P.C.C. CURB & GUTTER 277 L.F. - SAWCUT EXISTING PAVEMENT 785 S.F. - 6' COMBINATION SIDEWALK 4 EACH - ADA CURB RAMP 2 EACH - MISC. SIGNS 630 S.F. - STAMPED COLORED CONCRETE ENGINEER'S STATEMENT: EOISo N*y PROJECT SITE BRUNDAGE LN 58 WEST HWY N 58 EAST HWY � o o ZEPHYR LN m X U_ m U_ REDBANK RD VICINITY MAP N.T.S. Know what's below. Call before you dig. CONTRACTOR SHALL CONTACT 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION 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 THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR MOLA11ONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. 9 U soon 5;= ( ►.,. o z J L7j o ,-. z t os ¢ c+ c n 1 I Z_c C7 CN N s "-- � +0+ m L1) 0 ci EJJ �Y W 3 9 U 5;= ( ►.,. o z J L7j o ,-. z t os ¢ c+ c n 1 I Z_c C7 CN N s "-- � +0+ m L1) 0 ci EJJ �Y W 3 J 0 LDz J V) z 0 0 00 Op O MOD ¢ 00N • 00 m > N w (5 N N C°mai C E0= A� �U) a•(0 00 f _N U L i CX p LIJ '1 � QROFESS/p, W No -051930 z WC cn APPROVED BY: * * Q W 2 l.� slq� I N �►v�\Eo�P W CL W Z LU j DERRILL G. WHJR. R.C.E. # C-051930 EXP. - 12/31/16 DATE c Q REVIEWED: — _ w Z W q'/i 1'/1s —� Uj TRAFFIC ENGINEER DATE W WW m � 'S p W REVIEWED:��..,..� . G 2-ZolS DC 0 C N p ASSISTANT PUBLIC WORKS DIRECTOR DAA c V APPROVED BY: w 13 ) J 1 •f DESIGNER: JEM NICOLAS FIDLER - PUBLIC WORKS DIRECTOR DATE CHECKED BY: DGW R.C.E. # 61069 EXP. - 12/31/16 DATE: 9/21/2015 DRAFTER GMG SCALE: AS SHOWN AS®BUIL'"I� COMP. NO: 3980500-STR.dwg JOB NO.: 398-05-00 SHEET as C-1 .0 1 CITY RECORDS N0. .� , �% OF 6 GENERAL NOTES: (CITY STREET PLANS) 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS, LATEST EDITION. 2. IMPROVEMENTS SHALL BE IN ACCORDANCE WITH STATE OF CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CURRENT EDITION, AS MODIFIED AND DETERMINED APPLICABLE BY THE DIRECTOR. 3. ALL STREETS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE TRAFFIC INDEX AS SHOWN ON THE TYPICAL CROSS-SECTIONS. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM 'R' VALUE AS SHOWN ON TYPICAL CROSS-SECTIONS. SHOULD FURTHER TESTING SHOW A LOWER 'R' VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER 'R' VALUE. 5. ANY LAYER OF 'R' VALUE MATERIAL SPECIFIED IN THE TYPICAL CROSS-SECTION MAY BE INCREASED IN DEPTH PROVIDED THAT THE MATERIAL ABOVE THAT HAS NO LESS THAN THE MINIMUM THICKNESS SHOWN. 6. IF APPROVED IN WRITING BY THE DIRECTOR, AN ALTERNATE PAVEMENT DESIGN USING CLASS III AGGREGATE BASE AND A THICKER A.C. SECTION MAY BE USED. 7. ANY WORK WHICH AFFECTS ANY EXISTING CITY MAINTAINED ROAD OR THE TRAFFIC THEREON SHALL BE COMPLETED WITHIN 20 WORKING DAYS FROM START OF WORK. 8. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW-INES (INVERTS). 9. MAXIMUM PLUS GRADE TOLERANCE FOR A.B., A.S.B./ AND O.G. SHALL BE 0.05 OF A FOOT. 10. PORTLAND CEMENT CONCRETE SHALL BE CLASS B UNLESS OTHERWISE INDICATED. 11. PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) SHALL BE INSTALLED TO PLAN APPROVED BY THE CITY OF BAKERSFIELD ENGINEER. 12. STREET LIGHTING SHALL BE INSTALLED AND A MEANS PROVIDED TO CONTRACT FOR PUBLIC UTILITY SERVICE AND MAINTENANCE. 13. PRIOR TO THE START OF ANY EARTHWORK, THE SUBDIVIDER SHALL OBTAIN A GRADING PERMIT AS REQUIRED BY CITY ADOPTED U.B.C. (MODIFIED) AND GRADING ORDINANCE. 14. WHEEL CHAIR RAMPS SHALL BE CONSTRUCTED AT ALL CURB RETURNS; SEE CITY OF BAKERSFIELD DEVELOPMENT STANDARDS, AS DIRECTED BY THE ENGINEER. 15. ALL EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO STRUCTURES, POLES, PIPELINES, CONDUCTS, CANALS AND APPURTENANCES, WHICH ARE CONSIDERED TO BE OBSTRUCTIONS BY THE CITY ENGINEER, SHALL BE RELOCATED AT THE EXPENSE OF THE SUBDIVIDER. 16. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE CITY ENGINEER IN ORDER TO PROVIDE A SAFE CONNECTION TO THE EXISTING STREET PAVEMENT. 17. STORM DRAINAGE SUMP SHALL NOT BE ALLOWED TO ACCEPT WATER UNTIL SECURED BY PERMANENT FENCING OR IN THE CASE OF SHALLOW UNFENCED SUMPS NOT UNTIL COMPLIANCE WITH DEPTH AND SIDE SLOPE CRITERIA AS SET BY THE CITY OF BAKERSFIELD DEVELOPMENT STANDARDS. 18. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT, AS DIRECTED BY THE CITY ENGINEER, IN ACCORDANCE WITH THE PROVISIONS IN SECTION 37 `BITUMINOUS SEALS" OF THE STARD SPECIFICATIONS AND THE STATE DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT. 19. PAVEMENT GRINDING IN ACCORDANCE WITH SECTION 42 OF THE STANDARD SPECIFICATIONS SHALL BE PROVIDED AS DIRECTED BY THE CITY ENGINEER WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 20. ALL FRAMES AND COVERS WITHIN THE STREET RIGHT-OF-WAY SHALL BE ADJUSTED TO FINISHED GRADE PER K.C.D.S. PLATE NO. R-57. 21. WHEREEVER "CITY ENGINEER" IS CITED IN THESE PLANS, IT SHALL EQUATE TO `COUNTY ENGINEER." 22. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 23. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS. 24. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-3049. 25. STAMP AN "S"IN CURB FACE OVER EACH SEWER LATERAL. ST -2, MEDIAN CURBS TYPE "M", "M-1" & "M-2" ST -3, COMMERCIAL DRIVE APPROACH TYPE "A" ST -4, COMMERCIAL DRIVE APPROACH TYPE "B" ST -10, CURB RAMP ST -11, PAVEMENT PATCHES ST -12, TRENCH BACKFILL AND COMPACTION REQUIREMENTS ST -13, STANDARD STRUCTURAL PAVEMENT SECTION ST -17, MAJOR STREET CROSS SECTIONS ST -22, SURVEY MONUMENT ST -23, STANDARD STREET LIGHT ST -24, STANDARD LIGHT BASE PLATE DETAILS ST -25, STREET LIGHT PULL BOX DETAILS SW -4, TYPE 'B' MANHOLE SW -6, FRAMES & COVERS FOR MANHOLES D-14, CATCH BASIN TYPE 'A' D-17, GUTTER DEPRESSIONS T-1, STANDARD STREET SIGN (POST TYPE) T-2, MISCELLANEOUS SIGN T-3, STREET SIGN PLATE MAST ARM MOUNT T-34, STANDARD TRAFFIC SIGNAL INTERCONNECT -CONDUIT AND PULLBOXES 30. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL2 AB) CONFORMING TO SECTION 29 OF THE STATE STANDARD SPECIFICATIONS. LATEST EDITION; HOWEVER NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED, BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2,4 OF THE `GREENBOOK." 31. IF REQUIRED FOR A MINIMUM COVER OF 30" PER COB STD. SEC. 3.4.5.2, EXISTING PIPELINES AND UTILITIES SHALL BE LOWERED AT THE DEVELOPER'S EXPENSE PRIOR TO THE INSTALLATION OF BASE OR PAVING. 32. ALL PERMANENT STRIPING AND MARKING SHALL BE THERMOPLASTIC PAINT IN CONFORMANCE WITH CALTRANS SPEC. 8010-21C-19. ALL TEMPORARY STRIPING AND MARKINGS NOT IN THEIR ULTIMATE LOCATION SHALL BE WATERBORNE PAINT. 33. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL TEN (10) DAYS PRIOR TO PAVING. NOTES FROM THE ENGINEER: 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY/COUNTY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY/COUNTY STREET RIGHT-OF-WAY. 2. THE LOCATION OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE. TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTITLIES AND PIPELINES ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTERS, FENCING, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY/COUNTY ENGINEER. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY/COUNTY ENGINEER. 4. WHERE PROPOSED IMPROVEMENTS CONNECT TO EXISTING FACILITIES, THE CONTRACTOR SHALL, PRIOR TO BEGINNING CONSTRUC11ON VERIFY THE LOCATION (HORIZONTAL AND VERTICAL), SIZE AND TYPE OF THE EXISTING FACILITY. SHOULD THE ACTUAL LOCATION, SIZE OR TYPE DIFFER FROM THAT SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING LOCATIONS. 6. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN C.O.B. SPECIAL PROVISION SECTION 86-6.01 OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER. 7. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. ASPHALT CONCRETE PAVING NOTES: 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE 'B' (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SEC11ON 39, "ASPHALT CONCRETE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE 'A' (MODIFIED) OR TYPE (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS FOR 3/4 INCH MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS", IN SECTION 92-1.02, "GRADES", OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: 5.A. A LIST OF AGGREGATE AND ASPHALT SOURCES COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATION RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ATSM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES, OR BOTH, IF NEEDED, ARE TO BE ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UN11L THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIC RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEET THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90 PERCENT OR MORE THAN 96 PERCENT THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY- 16.A. Y 16.A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR 16.13. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. 16.C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 5.B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES INCORPORATED IN THE WORK CONFORM TO THE NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE REQUIREMENTS SO SECTION 39-2.02, "AGGREGATE", OF BROUGHT WITHIN TOLERANCE BY EITHER: THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND 17.A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED DIAMOND EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN BLADES SIX (6) MONTHS. ALL OTHER TESTS RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. 17.13. REMOVAL AND REPLACEMENT, OR 5.C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN 17.C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL THE COASTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT UNE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT THE MINIMUM DISTANCE OF TWO AND A HALF (2.5) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE", OF THE STANDARD SPECIFICATIONS SHALL BE MET. THE HOURS OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONAL PROPERTY; THAT THIS REQUIREMENT 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE SOLE TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED NEGLIGENCE OF THE OWNER OR THE ENGINEER. BY THE CITY ENGINEER. 6. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY/COUNTY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY/COUNTY ENGINEER AND/OR IRRIGATION DISTRICT. 8. CORNERSTONE ENGINEERING, INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY CORNERSTONE ENGINEERING, INC. 26. STAMP A "C" INTO THE CURB FACE AT ALL MEDIAN CONDUIT JEM SPECIAL NOTE CROSSINGS 5 DRAFTER GMG 1. 24 HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY 27. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED Qr- r-0)00ja; PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION ON POSTS WITH HAWKINS M2G SERIES BOLT AND C-1.1 SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE VANDAL -PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS SECTION MAY BE NOTIFIED AT (661) 326-3049. INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK r- M 6" FROM BACK. 2. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. 28. AN OPEN STREET PERMIT FOR EACH PHASE SHALL BE THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS aim DETERMINE BY THE CITY ENGINEER. DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED WITHIN E o E EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED 3. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-642-2444) APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED 0 0 WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED 4. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 29. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, CURRENT EDITION, APPLY TO THESE PLANS: 5. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT ST -1, CURB AND GUTTER 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVE WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATION RESUME. 12. WHERE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADA11ON CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK".....WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARDS SPECIFICATION SEC11ON 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. WHEN 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. rn W 3 =Lor > o O` U '� �� z 0 t - V LLI 7 0 U h U u , f� u n LTJ LTJ wz:v N 9 M M �Wl:=� LTJ CO -4 z J 0 zE Q o, CD Z c E w d W w z-0 � 3 Z 3 W W. v z I= V) z O 1-4 JEM CHECKED BY: DGW DATE: 5 DRAFTER GMG 00 Oo 00N AS SHOWN U Qr- r-0)00ja; JOB NO.: 398-05-00 C-1.1 0)CV r- M a N _f_j C4 ro 00 aim E o E Q K) Co CL CO 00 O 0 0 cn � Z w W d DC � N Z W J W W > N 0 d W a Z m W N r.� DESIGNER: JEM CHECKED BY: DGW DATE: 9/21/2015 DRAFTER GMG SCALE: AS SHOWN COMP. NO: 3980500-STR.dwg JOB NO.: 398-05-00 C-1.1 SHEET 2 OF 6 11+100 11+100 REMOVE ±197' OF EXISTING CURB AND GUTTER FROM EAST SIDE OF MEDIAN OSWELL ST. EXISTING MEDIAN R/W OSWELL STREET o�ounoN PLAN sra »+oo.00 TO 15+44.44 q OSWELL ST. 12f00 — _7EXISTING STRIPING STA: 12+05.46 BEGIN D-8 — BEG D ° � D D ° R/W 9 °D CALTRANS / R/W Z PAINT ±160LF OF D-8 PAINT 12" WHITE CHEVRON LINE PER CALTRANS STD. A24E CALTRANS RSP A24A BEGIN D-38 OSWELL STREET PROPOSED STRIPING PLAN STA: 11+00.00 TO 15+44.44 ('1 QDI IKIFI A 017- I A Air 1 liT A CONSTRUCTION NOTES OCONSTRUCT TYPE "A" CURB AND GUTTER PER C.O.B. SUBDIVISION STANDARDS ST -1 2Q CONSTRUCT 25' DRIVEWAY PER C.O.B. SUBDIVISION STANDARDS ST -3 O3 INSTALL DOT PAVERS PER DETAIL 2 ON SHEET C-3.0 ® CONSTRUCT 6' VIDE, 4.0' THICK SIDEWALK PER C.O.B. SUBDIVISION STANDARDS ST -8 �5 EXISTING UTILITY VAULT TO BE PROTECTED IN—PLACE, PULL—BOX TO BE RELOCATED © GRIND AND MATCH EXISTING A.C. PAVEMENT OR CURB/GUTTER & SIDEWALK AS DIRECTED BY THE ENGINEER s 0.46' (5.5") A.C. OVER 1.30' (15.6') CLASS 2 A.B. OVER 1.5' (18') NATIVE SOIL COMPACTED TO 907 M.D.D. 1 PAVEMENT OVERLAY EXISTING PAVEMENT EXISTING SIGNAGE EXISTING STRIPING -PER FOOD AND GENERAL RETAIL STORE PLANS TO REMAIN 1 00 — T -TYPE "4" ARROW PER CALTRANS RSP A24A STA: 14+72.42 END D-38 STA: 14+72.89 END SOLID 4' LANE LINE _STA: 14+73.94 END D-38 TYPE "4" ARROW PER CALTRANS RSP A24A \ '�" II 1 00 AS -BUILT LEGEND R4-7 "KEEP RIGHT" SIGN R6-1 "ONE—WAY" SIGN R3-4 "NO 'U—TURN'" SIGN R26(CA) "NO PARKING ANYTIME" SIGN D-38 CALTRANS STRIPING DETAIL 38 D-8 CALTRANS STRIPING DETAIL 8 NOTE: LEGEND ., u�j� _W12 — EXISTING WATER MAIN & SIZE _S12— EXISTING SANITARY SEWER PIPE & SIZE — D12— EXISTING STORM DRAIN PIPE & SIZE C -O--) EXISTING POWER POLE T EXISTING TELEPHONE LINE 0E EXISTING OVERHEAD ELECTRICAL LINE G EXISTING BURIED GAS PIPE — TV EXISTING BURIED CABLE TV QM EXISTING UTILITY VAULT v-_ EXISTING TELEPHONE POLE w/GUY WIRE r7 M EXISTING STREET LIGHT 0 EXISTING STORM DRAIN/SEWER MANHOLE --�--� --0 — EXISTING FENCELINE p EXISTING FIRE HYDRANT wv EXISTING VALVE BOX °° EXISTING TOPO POINT D4 EXISTING WATER METER D4 EXISTING GAS METER °O EXISTING SEWER CLEANOUT 303 —% EXISTING CONTOUR W/ELEVATION --- PROPERTY LINE -- PROPOSED RIGHT OF WAY — S6 — NEW SANITARY SEWER LINE & SIZE — W8 — NEW WATER LINE & SIZE — D12 — NEW STORM DRAIN LINE & SIZE NEW SITE LIGHTING (SEE ARCH PLANS) NEW CATCH BASIN NEW FIRE HYDRANT ® NEW WATER VALVE WM NEW WATER METER w SURVEY MONUMENT FS 305.50 W uj z L = PROPOSED GRADE ELEVATION 2.0%•- = PROPOSED GRADIENT FL = FLOWLINE C = CONCRETE SURFACE FF = FINISHED FLOOR FG = FINISHED GRADE FP = FINISHED PAD INV = INVERT OF PIPE TC = TOP OF CONCRETE TG = TOP OF GRATE P = TOP OF PAVEMENT GB = GRADE BREAK LS = LANDSCAPE BCR = BEGIN CURVE RETURN ECR = END CURVE RETURN PRC = POINT OF REVERSE CURVE C.O.B. = CITY OF BAKERSFIELD 351 = DISTANCE LEFT OF CENTERLINE OF ROAD 35'R = DISTANCE RIGHT OF CENTERLINE OF ROAD VPI = VERTICAL POINT OF INTERSECTION PI = POINT OF INTERSECTION LP = LOW POINT HP = HIGH POINT BVC = BEGIN VERTICAL CURVE EVC = END VERTICAL CURVE POVC = POINT ON VERTICAL CURVE BC = BEGIN CURVE EC = END CURVE CL = CENTERLINE EX. = EXISTING ATFG = ADJUSTED TO FINISH GRADE PIP = PROTECT IN PLACE 2+00.00E = DIRECTION OF STATION LABEL ALL SIGNS ON RAISED CONC. MEDIAN SHALL BE INSTALLED ON 2'-14 GAUGE SQUARE POSTS W/ J" PRE—PUNCHED HOLES, 1" O.C.C. (GALV.) THE POST SHALL BE SET ON A 2r SQ. SLEEVE GRAPHIC SCALE 20' 10' 0' 10' 20' (IN FEET) 1 inch = 20 ft. •I• I'7d� 11111111 ., u�j� CHECKED BY. DGW LIQ 00 00� DRAFTER r- rn CO H >&; 0 C-2.0 d z 1 V QM � v v a� E v-_ Q r7 M E a 0 N U U co GC -6 � V) Cl LIJ 7LTJ � zE OHQ�N zO U � �9M� ^ w Hji W uj z L 153 V LI, o beI < 3 r-� NOD W E-3 3 3 Cn wo 3. Z O\v t�41 1 z W m CL 0 w w 0 J 430 0 z V) z 0 N ., u�j� CHECKED BY. DGW LIQ 00 00� DRAFTER r- rn CO H >&; 0 C-2.0 d z O V QM � v v a� E v-_ Q r7 M E a 0 N U U co GC -6 � V) Cl LIJ 7LTJ � zE OHQ�N zO U � �9M� ^ w Hji W uj z L 153 V LI, o beI < 3 r-� NOD W E-3 3 3 z W m CL 0 w w 0 J 430 0 z V) z 0 N JEM CHECKED BY. DGW Q� 00 00� DRAFTER r- rn CO AS SHOWN >&; 0)N C-2.0 d �UNN -v � co QM � v v a� E v-_ Q r7 M E a 0 00 O N U co GC -6 � N W W Z N W Zai W � mks0 N �o� � O a U-) 13Cl) DESIGNER: JEM CHECKED BY. DGW DATE: 9/21/2015 DRAFTER GMG SCALE. AS SHOWN COMP. NO: 3980500—STR.dwg JOB NO.: 398-05-00 C-2.0 SHEET 3 OF 6 CONSTRUCT ±630 S.F. OF STAMPED COLORED CONCRETE PER C.O.B. STANDARDS. � OSWELL S T. STA: 13+32.89 BEGIN CONCRETE STA: 13+74.93. 0.00' STA: 14+02.43. 0.871 STA: 12+46.05, 0.00' IN MEDIAN ITS 393.03, MATCH q DRIVE ENTRANCE - - - - - DRIVE ENTRANCE END CONST. 11+100 NO'36'52"E 13 00 - - - - - .. - - - - - - ' -- 9 7111, 7-7 FS 394% ! ! i' ! r ,`, MATCH !' \ FS 391.50 STA: 12+05.51. 8.95,8 , .. ! �. fif f STA: 13+53.06 1 58 R� MATCH >_" FS 391.52 MATCH r y ;STA: 12+87.06. 8.95 R ,< / .,,' r f ' FS 392.$0 BC ` ,! STA: 13+86.06. 0.871 \ \ y 1 r! ,r % FS 392.95 EC BEGIN CONST. /; FS 392.49, BC / f ! / ,, f STA: 13+20.06. 6.49'R�` r r ' ; , r r r ' FS 39 EC. \ o ,, �!� �� X r ,r y k, �,/r r. ' / . ' \r ! ; r J rr f 2.65, r r r r STA: 12+05.52 44.85 R z 6 1, \/,X\ ' .r r'f X i r \ £!` .f r -,' / / rr% / � � � � � / f � / f , r. ,fir BEGIN CONST. m ,r� STA: 12+08.56. 44.85 R mf �, STA: 13+57.63. 65.01 R l f', ,<. , r, !` f ,. r r/ MATCH / BCR r' STA: 12+66.91. 64.76 R . ?--1 !' i' f STA: 13+92 4 5.01 R / f \\ ~ 0.71 % STA: 12+22.13 48 86 R - ! POC f \` , • , r .2 6 X �, -. d -�- �'° _ s GB POC � STA�l+33.42.67.27'R ECR, MATCH / SEE ENLARGED PLAN "A" ON SHEET C-2.2 STA: 12+59.46, 75.07'R BCR, MATCH *NEW STRIPING NOT SHOWN FOR CLARITY, SEE SHEET C-ZO R/IN R/W 70' 1 ( 70' R/W ' I 70' 9' 2' 30' 20' g' -.� ' 20' g' RE -PAVE OVERLAY PAVEMENT TO �- � r 7 2 OVERLAY PAVEMENT TO f- 32'� 20 9 � 41' MATCH NEW ROADWAY SEC11ON w FS 391.97 RE -PAVE � w FS 391.90 CONSTRUCT STAMPED MEDIAN) 3 z FS 391.53 ( MEDIAN MATCH NEW ROADWAY SECTION z + COLORED CONCRETE ' OVERLAY PAVEMENT FS 392.85 SAS DIRECTED BY THE ENGINEER Q -j S DIRECTED BY THE ENGINEER Q FS 391.61 TO MATCH NEW ROADWAY SECTION z - - - FS 92.45 N FS (391.16) cn FS (391.17) I PER C.O.B. SIDS. I 3 _, FS 392.40 (2.03%) 1.443. FS 391.70 - - S 392.58 391.78 5 ' qAg, DIRECTED BY THE ENGINEER N FS (392.25) I _----_ - --�' I --- _ -_ ---- _ 2.81 7 1 _ FS 392.57 SEE DETAIL A \ J FS (391.04 \ 1 �` S (392.1 - _ - - - - - - _ _ _ BELOW 1 SEE DETAIL "A" FS (391.27) 001, �- -� PAVEMENT FS (391.27) 1 5 EXISTING PAVEMENT 0.46' (5.5") TYPE "A" 1.3' (15.6") CL II BELOW EXISTING PAVEMENT 1.3' (15.6" CL II 0.46' (5.50) TYPE "A" ;::; :,, ..•:.:: , . " ASPHALT CONCRETE AGGREGATE BASE AGGREGATE) BASE ASPHALT CONCRETE SEE DETAIL "A" --O,/ " " " 1.3 (15.6) CL II EX. AC CURB 0.46 (5.5) TYPE A AGGREGATE BASE 1.0' (12") NATIVE SOIL EX. AC CURB 1.0' (12") NATIVE SOIL BELOW ASPHALT CONCRETE " COMPACTED TO COMPACTED TO 90% M.D.D. 90% M.D.D. OSWELL STREET SECTION (STA. 12+78.30) OSWELL STREET SECTION (STA. 13+ 12.00) Looking North Scale: 1"=10' 0 a ®� 4 I e 2 R/W 4 - = SEE ENLARGED PLAN ,393 "B" ON SHEET C-2.2 STA: 13+62.42, 75.30'R �- ECR STA: 133 +87.47. 75.01'' R BCR EXPANDED R/W �) II DEDICATED TO C.O.B. EX. SIGNALS I I PER DOC. #0214101778 U 1 \ OSWELL STREET PLAN AND PROFILE STA: 11+00.00 TO 15+44.44 STA: 14+74.34 END CONCRETE IN MEDIAN I z),:t Up S7A\i�F+64.39.0.98'R V ,P 393.63, MATCH FOUND BCI LH \ \ MARKED F NW COR l�dVl#IIE�I SE6`,2, 30/28 MDM rj 0jfA LAI, - W12 - BRUNDAGEF. JE N,*4 a _D12- EXISTING STORM DRAIN PIPE & SIZE C_0__, STA: 14+64.39, 61.01'R T END CONST. *, BCR, MATCH G NEW ADA RAMP PER \ - TV FOOD AND GENERAL STORE = POINT ON VERTICAL CURVE RETAIL PLANS c -o-- EXISTING TELEPHONE POLE w/GUY WIRE EX. CURB RETURN �� I STA: 14+94.30 91.fi6'R ECR U U Looking North Scale: 1"=10' TRAFFIC INDEX = 9 R -VALUE = 24 TRAFFIC INDEX = 9 R -VALUE = 24 1.0 (12) NATIVE SOIL COMPACTED TO 903 M.D.D. 3 OSWELL STREET SECTION STA. 14+50)_±s' Looking North Scale: 1"=10' TRAFFIC INDEX = 9 R -VALUE = 24 L -L -- GRIND EXISTING PAVEMENT 2" & - - PAVE TO MATCH NEW ROADWAY SECI1ON AS DIRECTED BY THE ENGINEER LEGEND 35'L - W12 - EXISTING WATER MAIN & SIZE _S12- EXISTING SANITARY SEWER PIPE & SIZE _D12- EXISTING STORM DRAIN PIPE & SIZE C_0__, EXISTING POWER POLE T EXISTING TELEPHONE LINE OE EXISTING OVERHEAD ELECTRICAL LINE G EXISTING BURIED GAS PIPE - TV EXISTING BURIED CABLE TV = POINT ON VERTICAL CURVE EXISTING UTILITY VAULT c -o-- EXISTING TELEPHONE POLE w/GUY WIRE = END CURVE EXISTING STREET LIGHT ) OS EXISTING STORM DRAIN/SEWER MANHOLE = EXISTING EXISTING FENCELINE = ADJUSTED TO FINISH GRADE EXISTING FIRE HYDRANT wV EXISTING VALVE BOX o° EXISTING TOPO POINT m EXISTING WATER METER D4 EXISTING GAS METER CO EXISTING SEWER CLEANOUT 303 EXISTING CONTOUR WALEVAT10N P- 4 PROPERTY LINE -- PROPOSED RIGHT OF WAY - S6 - NEW SANITARY SEWER LINE & SIZE - W8 - NEW WATER LINE & SIZE - D12 - NEW STORM DRAIN LINE & SIZE JOB NO.: NEW SITE LIGHTING (SEE ARCH PLANS) NEW CATCH BASIN z O �++ NEW FIRE HYDRANT ® NEW WATER VALVE WM NEW WATER METER O SURVEY MONUMENT FS 305.50 U U = PROPOSED GRADE ELEVATION 2.0%� = PROPOSED GRADIENT FL = FLOWLINE C = CONCRETE SURFACE FF = FINISHED FLOOR FG = FINISHED GRADE FP = FINISHED PAD INV = INVERT OF PIPE TC = TOP OF CONCRETE TG = TOP OF GRATE P = TOP OF PAVEMENT GB = GRADE BREAK LS = LANDSCAPE BCR = BEGIN CURVE RETURN ECR = END CURVE RETURN PRC = POINT OF REVERSE CURVE C.O.B. = CITY OF BAKERSFIELD 35'L = DISTANCE LEFT OF CENTERLINE OF ROAD 35'R GRINDING DETAIL = DISTANCE RIGHT OF CENTERLINE F ROAD A VPI = VERTICAL POINT OF INTERSECTION Scale: 1"=10' Pt = POINT OF INTERSECTION LP = LOW POINT HP = HIGH POINT BVC = BEGIN VERTICAL CURVE EVC = END VERTICAL CURVE POVC = POINT ON VERTICAL CURVE BC = BEGIN CURVE EC = END CURVE CL = CENTERLINE EX. = EXISTING ATFG = ADJUSTED TO FINISH GRADE PIP = PROTECT IN PLACE 2+00.00E = DIRECTION OF STATION LABEL CONSTRUCTION NOTES 0 GUNS IRUCT TYPE "A" CURB AND GUTTER PER C.O.B. SUBDIVISION STANDARDS ST -1 O2 CONSTRUCT 25' DRIVEWAY PER C.O.B. SUBDIVISION STANDARDS ST -3 O3 INSTALL DOT PAVERS PER DETAIL 2 ON SHEET C-3.0 ® CONSTRUCT 6' VIDE, 4.0" THICK SIDEWALK PER C.O.B. SUBDIVISION STANDARDS ST -8 �5 EXISTING UTILITY VAULT TO BE PROTECTED IN-PLACE, PULL -BOX TO BE RELOCATED © GRIND AND MATCH EXISTING A.C. PAVEMENT OR CURB/GUTTER & SIDEWALK AS DIRECTED BY THE ENGINEER 0.46' (5.5") A.C. OVER 1.30' (15.6") CLASS 2 A.B. OVER 1.5' (18") ,�� NATIVE SOIL COMPACTED TO 90% M.D.D. ' ..i PAVEMENT OVERLAY \r R EXISTING PAVEMENT � ASS -BUILT Curve Table Curve # Length Radius Delta Tangent C1 25.37' 20.00' 72'41'22" 14.72' C2 22.85' 15.00' 8715'57" 14.30' C3 22.56' 15.00' 8611'17" 14.03' C4 36.69' 25.00' 84'04'48" 22.54' m 4 Ujj// V) W H .4s U u Q. WCL z -,. }- W W cLLI m � 8W W > p. O �0 W + C L'00 u n � �• CC1. z n Q LTj JEM J P- 4 DATE: z0 9/21/2015 DRAFTER GMG SCALE: AS SHOWN COMP. NO: 3980500-STR.dwg JOB NO.: C -D �UT z O �++ SHEET MN 9 w m N W z �7 vv U U aD be ^ N m I Iii W 3 3 U C� z U) z O U N 0000 Q� 0)N • DD m >rn �Ci m 04 CV CoN to oqui Gi E cc co O N U T� a y Li � 3 w V) W U.J:5 .4s U W Q. WCL r V) 1- Z W W m � 8W W > p. O �0 W + C L'00 C4o CC1. DESIGNER: JEM CHECKED BY: DGW DATE: 9/21/2015 DRAFTER GMG SCALE: AS SHOWN COMP. NO: 3980500-STR.dwg JOB NO.: 398-05-00 SHEET C-2.1 4 OF 6 \ S 390.53 _ F MATCH EXIST. 0.71% FS 390.90 _ MATCH EXIST. END OF EXISTING AC SIDEWALK STA: 12+05.52, 44,85'R 0390.46, MATCH \\ STA: 12+08.56, 44.85'R 390.54 BCR 0 REO �-- FS 391.12 END OF NEW \ SIDEWALK FS 391. 3 R/W --� GB EXISTING SIGN TO BE PROTECTED IN PLACE FS 39t74�7 1. i f \ \ 77 i 777 77 r-77 s 4 y: k 77, z s 5 � f 51, ., v , .. " .s., ,.s " .. .n .. :., x � .. .. s.. .. ... .., ' . , , , . , . ... .. . -. �. :, ..', � �." v , i r f A v a TA 12+22.13. 48.86'R S +�C F< N_ 4 I. it 391.06 GB c � F oam >r s x ? r 5 u' 1 a. t Z S i 3 F � 1 P 5 < Y � � < c 3 d* h v9. yy Fw�9 t k � s r s < k > tt fi a f C 5 fi. 1 s w � F � Y a 6 v F >t 1 k � i 3 4.; E � G TC 391.70 < t 4. 'x •. x x„ :.a 391 .20 El r x., t s STA: 12+29.64, E391.22, POC 12+79.44. 59.88'R`' Q 31wi3 (i FL391 63, ECR 5 v} f"g TC 39 . gRM M�x x IV h FS 391.34 _,..... p 0.63 2 p 00°0 3 0" CONCRETE �� 0 TIE C 391.6 E391.4 F�391.93 0.25% ' 200 °° CURB MA 0°°00 �, STA: 12+66.91.64.76R p �y1 000 00 FS 391.42 �? " GROOVES PER DETAIL 1 X391.46, POC ON SHEET C-3.0 FS 391.75 - GB FS 391.41 0 CONCRETE % CURB 1� x �Z STA: 13+47.43, 61.01 R R/W STA: 14+02.43. 61.01 R E391.70, BCR p GROOVES PER DETAIL 1 E392.03, ECR ,2J �'� , p °0°0° FS 1.5 0 0 o 0 0 1:12 FS 391.94 FS 392.04 p FS 392.14 ON SHEET C-3.0 TC 391.84 FS 3 1.9 ^/� 0°0°0°0°0 9AX 0 °00000 59' p1.10�; FS 391.84 TC' 39'1:97 ,' FS 9.60 5-0 . 6" CONCRETE CURB ES 391.4',,FS MATCH : EXIST: ` 392.05 TRANSITION 0"-6" ,; TC 392.00 FS 392.04 \ FS 392.00 6" CONCRETE CURB FS 392.63 �p FS 391.84 \ ' , TRANSITION 0"-6" R/W FS 392.70\p _ � Q MATCH EXIST. \ p FS 392.16 Q rFS392.20 TC 392.43\ CONSTRUCT e FS 391.936\ THICK SIDEWALK EXISTING 6" CURB ® MATCH EXIST. FS 392.78 JACK IN THE BOX MATCH EXIST FS 392.70 DRIVE THRU SAWCUT, REMOVE AND REPLACE EXISTING ON-SITE PAVEMENT �--- -- 0.25% p aCq FS 392.31 ENLARGED PLAN AT TACO BELL DRIVEWAY ENTRANCE Scale: 1":5' 2 FS 392.76 EX. 0' MATCH EXIST CURB EXISTING 6" CURB 0 TACO BELL DRIVE THRU E391.74 4� IN FS 392.49 � � . 0.77% OSTA: 13+92.24 ,S3� O I , 65.01'R E391,99 ti FS 392.24�p x,391.97, POC STA: 13+57.63, 65.01'R W391.76, POC p TC 392.00 Q S 392.27 �sro0 3 0" CONCRETE 0. 1 % " FS 392.00 100 '10,00o CURB 0 CONCRETE o0o0 1:12 00°0 0 CURB o°o° 1:12 0 0 0 FS 391.87 Q 0 0 0 per, MAX o°o°o°0 0�o,�'a` p o°o°o° AX R/W 00000000 /�r_;�392.39 �I� FS 392.05 00000000 0 0 0 0391.89 00000o0o FS 392.34 TC 392.34 Ap - FS 392.55 GROOVES PER DETAIL 1 FS 392.34 TC 392.56 ON SHEET C-3.0 FS 392.36 R/W FS 392.06 R/W 0 6' CONCRETE CURB TRANSITION 0"-6" J TC 392.55 FL 392.05 393- TC 393.05 FS 392.55 6' CONCRETE CURB TRANSITION 0'-6" L-4, I,I , 0 ENLARGED PLAN AT PANDA DRIVEWAY ENTRANCE Scale: 1":5' L FS392.65 GROOVES PER DETAIL 1 ON SHEET C-3.0 TC 392.56 FS 392.56 4 r m - W12 - EXISTING WATER MAIN & SIZE z 0 _S12- EXISTING SANITARY SEWER PIPE & SIZE in _D12- EXISTING STORM DRAIN PIPE & SIZE C -Q-, EXISTING POWER POLE T EXISTING TELEPHONE LINE OE EXISTING OVERHEAD ELECTRICAL LINE Q G EXISTING BURIED GAS PIPE O TV EXISTING BURIED CABLE TV Z EXISTING UTILITY VAULT NR E E G C -O-- R• EXISTING TELEPHONE POLE w/ GUY WIRE � O d 0 M EXISTING STREET LIGHT I _ W s rn cyq O W 3 Z U-)Cyw D N DRAIN/SEWER EXISTING STORM DRAIN SEWER MANHOLE o v 0 d I -0 -�-�- U EXISTING FENCELIKE P �s p EXISTING FIRE HYDRANT a wv EXISTING VALVE BOX 0 +lbo�p EXISTING TOPO POINT U wm m EXISTING WATER METER LTJ GM EXISTING GAS METER Z co EXISTING SEWER CLEANOUT O C7 303 EXISTING CONTOUR W/`IELEVATION Lam'' V) V PROPERTY LINE 8� z -- PROPOSED RIGHT OF WAY - S6 - NEW SANITARY SEWER LINE & SIZE 7 S - W8 - NEW WATER LINE & SIZE�_ " N p `-0,,N z O - D12 - NEW STORM DRAIN LINE & SIZE U (o - ;14 w i �� v� W W4) �- 7 5j z E NEW SITE LIGHTING (SEE ARCH PLANS) �o E5 0 L12ODYpi� ►� 4mFl�i W 3 NEW CATCH BASIN NEW FIRE HYDRANT U ® NEW WATER VALVE z F- WM NEW WATER METER V) O SURVEY MONUMENT z O FS 305.50 = PROPOSED GRADE ELEVATION 2'0 % = PROPOSED GRADIENT FL = FLOWLINE C = CONCRETE SURFACE FF = FINISHED FLOOR o rn o0o FG =FINISHED GRADE Q FP = FINISHED PAD INV = INVERT OF PIPE m > rn (V TC = TOP OF CONCRETE 4o F�- TG =TOP OF GRATE Z E"y 0 v P = TOP OF PAVEMENT a .,, U N N GB = GRADE BREAK -d LS = LANDSCAPE O o a� BCR = BEGIN CURVE RETURN E 0 ECR = END CURVE RETURNQ a) a PRC = POINT OF REVERSE CURVE 00 o 0 0 C.O.B. = CITY OF BAKERSFIELD � t° 351 = DISTANCE LEFT OF CENTERLINE OF ROAD p.I 35'R = DISTANCE RIGHT OF CENTERLINE OF ROAD VPI = VERTICAL POINT OF INTERSECTION PI = POINT OF INTERSECTION _ °c's, LP = LOW POINT �,'� HP = HIGH POINT �• BVC = BEGIN VERTICAL CURVE d EVC = END VERTICAL CURVE t POVC = POINT ON VERTICAL CURVE BC = BEGIN CURVE \ , EC = END CURVE G CL = CENTERLINE Vd EX. = EXISTING ATFG = ADJUSTED TO FINISH GRADE PIP = PROTECT IN PLACE 2+00.OQE = DIRECTION OF STATION LABEL GRAPHIC SCALE 20' 10' 0' 10' 20' ( IN FEET) 1 inch =20 ft. Ln Z W W J Vf4 c U.) r vi Z Q�� � WCC = � 1- J G ICD W W m + u 6� OC1. N a DESIGNER: JEM CHECKED BY: DGW DATE: 9/21/2015 DRAFTER GMG SCALE: AS SHOWN COMP. NO: 3980500-STR.dwg JOB NO.: 398-05-00 SHEET C-2.2 5 OF 6 y STA: 13+47.43, 61.01 R STA: 14+02.43. 61.01 R E391.70, BCR v E392.03, ECR ,2J E391.74 4� IN FS 392.49 � � . 0.77% OSTA: 13+92.24 ,S3� O I , 65.01'R E391,99 ti FS 392.24�p x,391.97, POC STA: 13+57.63, 65.01'R W391.76, POC p TC 392.00 Q S 392.27 �sro0 3 0" CONCRETE 0. 1 % " FS 392.00 100 '10,00o CURB 0 CONCRETE o0o0 1:12 00°0 0 CURB o°o° 1:12 0 0 0 FS 391.87 Q 0 0 0 per, MAX o°o°o°0 0�o,�'a` p o°o°o° AX R/W 00000000 /�r_;�392.39 �I� FS 392.05 00000000 0 0 0 0391.89 00000o0o FS 392.34 TC 392.34 Ap - FS 392.55 GROOVES PER DETAIL 1 FS 392.34 TC 392.56 ON SHEET C-3.0 FS 392.36 R/W FS 392.06 R/W 0 6' CONCRETE CURB TRANSITION 0"-6" J TC 392.55 FL 392.05 393- TC 393.05 FS 392.55 6' CONCRETE CURB TRANSITION 0'-6" L-4, I,I , 0 ENLARGED PLAN AT PANDA DRIVEWAY ENTRANCE Scale: 1":5' L FS392.65 GROOVES PER DETAIL 1 ON SHEET C-3.0 TC 392.56 FS 392.56 4 r m - W12 - EXISTING WATER MAIN & SIZE z 0 _S12- EXISTING SANITARY SEWER PIPE & SIZE in _D12- EXISTING STORM DRAIN PIPE & SIZE C -Q-, EXISTING POWER POLE T EXISTING TELEPHONE LINE OE EXISTING OVERHEAD ELECTRICAL LINE Q G EXISTING BURIED GAS PIPE O TV EXISTING BURIED CABLE TV Z EXISTING UTILITY VAULT NR E E G C -O-- R• EXISTING TELEPHONE POLE w/ GUY WIRE � O d 0 M EXISTING STREET LIGHT I _ W s rn cyq O W 3 Z U-)Cyw D N DRAIN/SEWER EXISTING STORM DRAIN SEWER MANHOLE o v 0 d I -0 -�-�- U EXISTING FENCELIKE P �s p EXISTING FIRE HYDRANT a wv EXISTING VALVE BOX 0 +lbo�p EXISTING TOPO POINT U wm m EXISTING WATER METER LTJ GM EXISTING GAS METER Z co EXISTING SEWER CLEANOUT O C7 303 EXISTING CONTOUR W/`IELEVATION Lam'' V) V PROPERTY LINE 8� z -- PROPOSED RIGHT OF WAY - S6 - NEW SANITARY SEWER LINE & SIZE 7 S - W8 - NEW WATER LINE & SIZE�_ " N p `-0,,N z O - D12 - NEW STORM DRAIN LINE & SIZE U (o - ;14 w i �� v� W W4) �- 7 5j z E NEW SITE LIGHTING (SEE ARCH PLANS) �o E5 0 L12ODYpi� ►� 4mFl�i W 3 NEW CATCH BASIN NEW FIRE HYDRANT U ® NEW WATER VALVE z F- WM NEW WATER METER V) O SURVEY MONUMENT z O FS 305.50 = PROPOSED GRADE ELEVATION 2'0 % = PROPOSED GRADIENT FL = FLOWLINE C = CONCRETE SURFACE FF = FINISHED FLOOR o rn o0o FG =FINISHED GRADE Q FP = FINISHED PAD INV = INVERT OF PIPE m > rn (V TC = TOP OF CONCRETE 4o F�- TG =TOP OF GRATE Z E"y 0 v P = TOP OF PAVEMENT a .,, U N N GB = GRADE BREAK -d LS = LANDSCAPE O o a� BCR = BEGIN CURVE RETURN E 0 ECR = END CURVE RETURNQ a) a PRC = POINT OF REVERSE CURVE 00 o 0 0 C.O.B. = CITY OF BAKERSFIELD � t° 351 = DISTANCE LEFT OF CENTERLINE OF ROAD p.I 35'R = DISTANCE RIGHT OF CENTERLINE OF ROAD VPI = VERTICAL POINT OF INTERSECTION PI = POINT OF INTERSECTION _ °c's, LP = LOW POINT �,'� HP = HIGH POINT �• BVC = BEGIN VERTICAL CURVE d EVC = END VERTICAL CURVE t POVC = POINT ON VERTICAL CURVE BC = BEGIN CURVE \ , EC = END CURVE G CL = CENTERLINE Vd EX. = EXISTING ATFG = ADJUSTED TO FINISH GRADE PIP = PROTECT IN PLACE 2+00.OQE = DIRECTION OF STATION LABEL GRAPHIC SCALE 20' 10' 0' 10' 20' ( IN FEET) 1 inch =20 ft. Ln Z W W J Vf4 c U.) r vi Z Q�� � WCC = � 1- J G ICD W W m + u 6� OC1. N a DESIGNER: JEM CHECKED BY: DGW DATE: 9/21/2015 DRAFTER GMG SCALE: AS SHOWN COMP. NO: 3980500-STR.dwg JOB NO.: 398-05-00 SHEET C-2.2 5 OF 6 2.e R=f15" 6.# . 24" R = 65' ?�. a ..a a•a ad TYPE "'A" R . 0.5' 6 1 ' RoAm , R = 05, 4 p a e Q. ♦� •� asp oaf a+ ' TME E -,C NOTES. - 1. .All work shall conform to the opplicable ser=tbw of the "'Standard 5pecifieatfons, State of Caf aria, flepartment of Transportolix, gvproved currant edWan, and Phe falowkng genaW notes:' 2 Subrade prgaaratian far Type 'A; y; and r curbs and gutters shall be constructed true to grade and .cross section with empaction of 9OX to of dvffi of 50' Wow the subgradk I Cxcrete for curb and gutter shall be Ouss I and, shji be wr'ihb 2.5' to 55' slump. 4. Timber forms shrill be surfaced on the on the side placed next to the concrete and shad not be less than 15' thick after being surfaced. 5 Top and face shoir be troweled smooth therm gfnen a 67at fano brush tarnish. 5 I bob existing curb and gutters ae to de replaced, new construclim shat match existy constrz alky?'unlesw of avr e directed by 1e .City Engineer: T Concrete shah contakr no additim unless prior approra is obtained tram the Qty Engineer; B Concrete sing be carred .with a # to pfgrr►ented curing compound cor#)6g to •sectko 90-7016 of the state standard spec*xrfkxns 9 Existing sections of curb and y,ffer stmt/ be sawad at the #06 of fht area to be recarnstrnuccted. R= a5" ) 5 �.---' R =j 0.5' /\ I _s0' 24` I f INSTALL PAVERS SO THAT DETECTABLE WARNING SURFACE IS FLUSH WITH SIDEWALK SURFACE CONCRETE SIDEWALK 4.• , i I PLACEMENT DETAIL SECTION A NOT TO SCALE r ~� 1cz' T 4a :d.• ..d.. oda ~1 *Gf7TTER "Guth anly aflowod whem ap vwd by Cfty Engbneer 10 **mod plane pints or cold jobts shrdf be constructed at 15'i71ffK71& EVonsim pmts shrill be at each side of structures and at ends of curb retums It. Type 'B' curb and gutter is required on oil types of streets unless another a expressly permitted by the City Engineer 12 Type 'A' curb and gutter is permitted only where Wpmwd or required by the City &#!hew.. 13. Type 'C' curb may be permitted by the City Engbreer only hn Mobile :Nome Poft and R -S 2,5A (RWWs nfidl Suburban Two -And -fire -Half Acre Minim Lot $kv) Zone, 14. Permit for :curb and gutter construction shad accaMmy actual war*. 15. Den constructing new curb and gutf n the ex4ting pawmeot shad be sawcut o minimum of 20, frau Me Ian of the gutter or as directed by the City Engmeerr 20.45" TOP 14 DIAMETER 0.9" BASE DIAMETER FILENAME: ST--1REV 2.35" (NOMINAL) in z M � c�i O Z I Jr Ae I J -14 ro6ar each half of commercial al'fre (typ.} . NOTES• 12 L All work shed conform to the appifcobNe sections of the spedfrcations saftled '.Standard Spec rkdions, State of California, Department of Tronsportation , approved current edition. 2. Subgrade prWotion for crossgutter shall conform to the requirements of the Standard Specifications: I Concrete kr crossgutter shad be pass 2 and shad conform to the requirements of the Standard 9peakatkna 4 Expansion ,/ants shill be constructed at ewy 30' or as directed by the Qty Engheer 5 For standard handkop ramp dineosions and notes♦ see City of BakersroV Standard ST -10 or as dkected by the Qty Engkne+er. 6. Concrete for gutter shall be wfthnh 25' to 4.5'i slump. 7e Ca vete shall contain no additives unlm prior approval is obtained form the City Engineer. 5 Concrete shall be cured with a white pi - mented among compound comaJmg with section 90-7.OIB of the State Standard Specffncations ....... ........ . . . . . . . . . . . . . . . RAISED TRUNCATED DOMES Scale: N.T.S. Expansion Joint - PLAN 40' 14.V SECTION A -A 9 An open street permit is required for oln work done With the City of 8*0-sfue/d's right=of way. 10. Bearing sang Mall be compacted to 95% of maximum dry density as determa7ed by ASTM. 0-1557 to a doth of 10below amptter and 1.0' to each side of the aoasgutter. 11. The minimum slope on oil am guttas is an unless grproned otherwise by the City Engineer. 12 All crossgutter locakas and sizes ore to be approved by the City Engineer. 13: For major retard cammorciet centers, the 12' widetier shat/ be efthated with the provsion of otharage fackles and with the apprm d of the City Engineer. FILENAME: SURFACE MOUNTED TRUNCATED DOMES DESCRIPTION OF WORK A. A BRIEF DESCRIPTION OF WORK IS AS FOLLOWS: 1. TRUNCATED -DOMES AT CURB RAMPS (ANY CURB RAMP WITH SLOPES 5.0% AND STEEPER AND THE PATH LEADING ACROSS VEHICULAR TRAFFIC SHALL HAVE TRUNCATED -DOMES). QUALITY ASSURANCE A. A.D.A. COMPLIANCE: PARKING SPACES FOR THE DISABLED SHALL BE MARKED ACCORDING TO C.B.C. SECTION 1129B.5. TACTILE WARNING LINES SHALL BE IN COMPLIANCE TO C.B.C. SECTION 1133B.8.5. TRUNCATED IN-LINE DOMES AT ALL CURB RAMPS AND OTHER DESIGNATED LOCATIONS A. DOME GEOMETRY: IN ACCORDANCE WITH A.D.A. REGULATIONS; PART 1 - 4.29 AND CALIFORNIA TiTLE 24 RAISED TRUNCATED DOMES WITH A DIAMETER OF 0.9", HEIGHT OF NOMINAL 0.2", AND CENTER -TO -CENTER SPACING OF 2.35". B. PANEL DIMENSIONS: 24" X 24" X 1/8". EACH PANEL HAS TWO 1 AND SEVEN PRE -FORMED FASTENER LOCATIONS. A 36" WIDE X 12" MINIMUM PANEL AT THE BOTTOM OF A CURB RAMP IS REQUIRED. INSTALLATION SHALL BE RECESSED. C. MATERIAL: A HOMOGENOUS GLASS AND CARBON REINFORCED COMPOSITION SHALL BE COLORFAST AND UV STABLE. PANEL COLOR SHALL BE UNIFORM THROUGHOUT THE PANEL. COMPOSITE PRODUCTS WITH PAINT COATINGS OR UV COATINGS ARE UNACCEPTABLE. D. INSTALLATION: TACTILE PANELS SHALL BE ADHERED TO RECESSED CONCRETE WITH EITHER THIN -SET MORTAR OR ONE COMPONENT STRUCTURAL URETHANE ADHESIVE. ADHESIVE COLOR SHALL MATCH PANEL. PANELS SHALL ALSO BE ATTACHED WITH MECHANICAL ANCHORS. FASTENERS SHALL BE %- X 1-5/8" COMPOSITE SLEEVE ANCHOR WITH STAINLESS STEEL PINS. FASTENER COLOR SHALL MATCH PANEL. 1. ADHESIVE: SONOBORN NP1, SIKAFLEX 1A. E. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS OF BY THE FOLLOWING MANUFACTURER. THE ARCHITECT AS DELINEATED IN DIVISION 0 BID AND AGREEMENT DOCUMENTS MUST REVIEW OTHER MANUFACTURERS. 1. A.D.A. TACTILE SYSTEMS 2. A.D.A. SOLUTIONS, INC. 3. ARMOR TILE OR APPROVED EQUAL. F. REQUIREMENTS: RESULTS A.S.T.M. COMPRESSIVE STRENGTH 23,800 PSI D 695 FLEXURAL STRENGTH 24,600 PSI D 790 WATER ABSORPTION .13% ® 2 WEEKS D 570 SLIP RESISTANCE EXCEEDS 0.80 WET OR DRY C 1028 FLAME SPREAD INDEX 15 E 84 SMOKE DEVELOPED 145 E 84 SALT SPRAY NO CHANGE (120 HOURS) B 117 CHEMICAL STAIN NO DETERIORATION 1308 ABRASIVE RESISTANCE 564 C 501 ACCELERATED WEATHERING NO CHANGE (3,000 HOURS) G 26 TENSILE STRENGTH 12,100 PSI D 638 ROCKWELL HARDNESS 122 D 755 FREEZE/THAW/HEAT NO DISINTEGRATIONC 1026 COLOR: YELLOW r M 12" -1 r O RAMP s <'.o... e. W • �.a.Q • a '..g. GROOVE CONCRETE AS SHOWN TO PROVIDE 12" DETECTABLE WARNING AT ALL CURB CUT RAMPS PER ADA & LOCAL JURISDICTION 0 z 1 RAMP GROOVES Scale: N.T.S. AS-BUILT c ,1• i'11'� /G`NEER N z W DGW b�yd 9/21/2015 C) GMG In UJ ClW 0) , J N W 4. m d °" Lj O I / U' LAS TYPE "B" N r ~� 1cz' T 4a :d.• ..d.. oda ~1 *Gf7TTER "Guth anly aflowod whem ap vwd by Cfty Engbneer 10 **mod plane pints or cold jobts shrdf be constructed at 15'i71ffK71& EVonsim pmts shrill be at each side of structures and at ends of curb retums It. Type 'B' curb and gutter is required on oil types of streets unless another a expressly permitted by the City Engineer 12 Type 'A' curb and gutter is permitted only where Wpmwd or required by the City &#!hew.. 13. Type 'C' curb may be permitted by the City Engbreer only hn Mobile :Nome Poft and R -S 2,5A (RWWs nfidl Suburban Two -And -fire -Half Acre Minim Lot $kv) Zone, 14. Permit for :curb and gutter construction shad accaMmy actual war*. 15. Den constructing new curb and gutf n the ex4ting pawmeot shad be sawcut o minimum of 20, frau Me Ian of the gutter or as directed by the City Engmeerr 20.45" TOP 14 DIAMETER 0.9" BASE DIAMETER FILENAME: ST--1REV 2.35" (NOMINAL) in z M � c�i O Z I Jr Ae I J -14 ro6ar each half of commercial al'fre (typ.} . NOTES• 12 L All work shed conform to the appifcobNe sections of the spedfrcations saftled '.Standard Spec rkdions, State of California, Department of Tronsportation , approved current edition. 2. Subgrade prWotion for crossgutter shall conform to the requirements of the Standard Specifications: I Concrete kr crossgutter shad be pass 2 and shad conform to the requirements of the Standard 9peakatkna 4 Expansion ,/ants shill be constructed at ewy 30' or as directed by the Qty Engheer 5 For standard handkop ramp dineosions and notes♦ see City of BakersroV Standard ST -10 or as dkected by the Qty Engkne+er. 6. Concrete for gutter shall be wfthnh 25' to 4.5'i slump. 7e Ca vete shall contain no additives unlm prior approval is obtained form the City Engineer. 5 Concrete shall be cured with a white pi - mented among compound comaJmg with section 90-7.OIB of the State Standard Specffncations ....... ........ . . . . . . . . . . . . . . . RAISED TRUNCATED DOMES Scale: N.T.S. Expansion Joint - PLAN 40' 14.V SECTION A -A 9 An open street permit is required for oln work done With the City of 8*0-sfue/d's right=of way. 10. Bearing sang Mall be compacted to 95% of maximum dry density as determa7ed by ASTM. 0-1557 to a doth of 10below amptter and 1.0' to each side of the aoasgutter. 11. The minimum slope on oil am guttas is an unless grproned otherwise by the City Engineer. 12 All crossgutter locakas and sizes ore to be approved by the City Engineer. 13: For major retard cammorciet centers, the 12' widetier shat/ be efthated with the provsion of otharage fackles and with the apprm d of the City Engineer. FILENAME: SURFACE MOUNTED TRUNCATED DOMES DESCRIPTION OF WORK A. A BRIEF DESCRIPTION OF WORK IS AS FOLLOWS: 1. TRUNCATED -DOMES AT CURB RAMPS (ANY CURB RAMP WITH SLOPES 5.0% AND STEEPER AND THE PATH LEADING ACROSS VEHICULAR TRAFFIC SHALL HAVE TRUNCATED -DOMES). QUALITY ASSURANCE A. A.D.A. COMPLIANCE: PARKING SPACES FOR THE DISABLED SHALL BE MARKED ACCORDING TO C.B.C. SECTION 1129B.5. TACTILE WARNING LINES SHALL BE IN COMPLIANCE TO C.B.C. SECTION 1133B.8.5. TRUNCATED IN-LINE DOMES AT ALL CURB RAMPS AND OTHER DESIGNATED LOCATIONS A. DOME GEOMETRY: IN ACCORDANCE WITH A.D.A. REGULATIONS; PART 1 - 4.29 AND CALIFORNIA TiTLE 24 RAISED TRUNCATED DOMES WITH A DIAMETER OF 0.9", HEIGHT OF NOMINAL 0.2", AND CENTER -TO -CENTER SPACING OF 2.35". B. PANEL DIMENSIONS: 24" X 24" X 1/8". EACH PANEL HAS TWO 1 AND SEVEN PRE -FORMED FASTENER LOCATIONS. A 36" WIDE X 12" MINIMUM PANEL AT THE BOTTOM OF A CURB RAMP IS REQUIRED. INSTALLATION SHALL BE RECESSED. C. MATERIAL: A HOMOGENOUS GLASS AND CARBON REINFORCED COMPOSITION SHALL BE COLORFAST AND UV STABLE. PANEL COLOR SHALL BE UNIFORM THROUGHOUT THE PANEL. COMPOSITE PRODUCTS WITH PAINT COATINGS OR UV COATINGS ARE UNACCEPTABLE. D. INSTALLATION: TACTILE PANELS SHALL BE ADHERED TO RECESSED CONCRETE WITH EITHER THIN -SET MORTAR OR ONE COMPONENT STRUCTURAL URETHANE ADHESIVE. ADHESIVE COLOR SHALL MATCH PANEL. PANELS SHALL ALSO BE ATTACHED WITH MECHANICAL ANCHORS. FASTENERS SHALL BE %- X 1-5/8" COMPOSITE SLEEVE ANCHOR WITH STAINLESS STEEL PINS. FASTENER COLOR SHALL MATCH PANEL. 1. ADHESIVE: SONOBORN NP1, SIKAFLEX 1A. E. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS OF BY THE FOLLOWING MANUFACTURER. THE ARCHITECT AS DELINEATED IN DIVISION 0 BID AND AGREEMENT DOCUMENTS MUST REVIEW OTHER MANUFACTURERS. 1. A.D.A. TACTILE SYSTEMS 2. A.D.A. SOLUTIONS, INC. 3. ARMOR TILE OR APPROVED EQUAL. F. REQUIREMENTS: RESULTS A.S.T.M. COMPRESSIVE STRENGTH 23,800 PSI D 695 FLEXURAL STRENGTH 24,600 PSI D 790 WATER ABSORPTION .13% ® 2 WEEKS D 570 SLIP RESISTANCE EXCEEDS 0.80 WET OR DRY C 1028 FLAME SPREAD INDEX 15 E 84 SMOKE DEVELOPED 145 E 84 SALT SPRAY NO CHANGE (120 HOURS) B 117 CHEMICAL STAIN NO DETERIORATION 1308 ABRASIVE RESISTANCE 564 C 501 ACCELERATED WEATHERING NO CHANGE (3,000 HOURS) G 26 TENSILE STRENGTH 12,100 PSI D 638 ROCKWELL HARDNESS 122 D 755 FREEZE/THAW/HEAT NO DISINTEGRATIONC 1026 COLOR: YELLOW r M 12" -1 r O RAMP s <'.o... e. W • �.a.Q • a '..g. GROOVE CONCRETE AS SHOWN TO PROVIDE 12" DETECTABLE WARNING AT ALL CURB CUT RAMPS PER ADA & LOCAL JURISDICTION 0 z 1 RAMP GROOVES Scale: N.T.S. AS-BUILT c ,1• i'11'� /G`NEER N z W DGW b�yd 9/21/2015 C) GMG In UJ ClW 0) , J N W Z � m d °" Lj O I / U' LAS Oa �Sl X321 '� N 9 U g z /\ 0 A^ (7 }- cn Q LTJ J [LTJ H �/ 7 .t M;t Of Z V Q („nom /z ^ rn •a• o U ami O .. v (� 0,n N Zc O 9 rn w , - W LLJ z 15 U LIJ °° 'Q NmW Z 3 w 3 J_ U U Z F- J U) Z U , 00 00 Q�0)N CA 00 M U �rn rnN Z: d,Z oD�to LIJ aU C4N -J Oo C3 0 �a Eo• A r7 0 c •0 00 O N U co tL- e, a �S. �a Z W Oy r ® U ®�b ®eo�¢� DESIGNER: N z W DGW DATE: 9/21/2015 DRAFTER GMG SCALE: UJ ClW JOB NO.: 398-05-00 rVIO SHEET 6 OF 6 N W Z � m Lj L.0 G � 0 LAS Oa N g DESIGNER: JEM CHECKED BY: DGW DATE: 9/21/2015 DRAFTER GMG SCALE: AS SHOWN COMP. NO: 3980500-STR.dwg JOB NO.: 398-05-00 C-3.0 SHEET 6 OF 6