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HomeMy WebLinkAbout6.1-1834Know what's below. Call beforeyou dig., . CONTRACTOR SHALL CONTACT 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR To BEGINNING CONSTRUCTION ROSEDALE HWY 58 VICINITY MAP N.T.S. QUANTITY ITEM 109 TONS - ASPHALT CONCRETE PAVING 95, C.Y. - CLASS 2 AGGREGATE BASE 1.74 L.F. BASIS OF BEARING:. BENCHMARK: UNAUTHORIZED CHANGES & USES: THE. ENGINEER 869 S.F. CONSTRUCTION CONTRACTOR AGREES THAT I ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION ' N 291 S. F. 0.4 MILES EAST ALONG STATE HIGHWAY 58 FROM FRUITVAL E' SCHOOL AT FRUITVALE. IN PREPARING THESE PLANS WILL NOT BE - ADA CURB RAMP PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY THE BEARING OF NORTH 00#29'05" EAST ACCEPTED AS THE -PER THE TOP OF THE EAST END OF THE NORTH CONCRETE -SIDEWALK OF THE NORTH RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL WEST SECTION LINE OF SECTION 20, T29S, R27E TRACT CONCRETE BRIDGE OVER CALLOWAY CANAL, 26 FEET NORTH OF THE CENTER LINE OF THE CHANGES TO OR USES OF THESE PLANS. ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE MAP NO. 5445, PHASE 11, RECORDED ON NOVEMBER 12, 1992. NORTH LANES OF THE HIGHWAY, 1.3 FEET WEST OF THE EAST END OF THE SIDEWALK, 1.0 CHANGES TO THE PLANS MUST BE IN WRITING AND LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, FOOT SOUTH OF THE SOUTH EDGE OF THE NORTH CONCRETE GUARDRAIL, AND ABOUT .1 MUST BE APPROVED BY THE PREPARER, OF THESE INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN FOOT HIGHER THAN THE HIGHWAY. SECTION 21, TOWNSHIP 29 SOUTH, R 27 E. PLANS. CONNECTION ' WITH THE PERFORMANCE OF WORK ON. THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE z NEGLIGENCE OF DESIGN PROFESSIONAL. C.O.B. USGS ELEV = 399.97 ROSEDALE HWY 58 VICINITY MAP N.T.S. QUANTITY ITEM 109 TONS - ASPHALT CONCRETE PAVING 95, C.Y. - CLASS 2 AGGREGATE BASE 1.74 L.F. - 6" P.C.C. CURB & GUTTER 270 L.F. - SAWCUT EXISTING PAVEMENT 869 S.F. - 5 1/2' COMBINATION SIDEWALK 291 S. F. - 6' -CROSS GUTTER 1 EACH - ADA CURB RAMP 157 L.F. - CALLOWAY DRIVE SHEET INDEX- HSEET DESCRIPTION C-1.0 COVER SHEET C-1.1 GENERAL NOTES'. C-2.0 PLAN AND PROFILE' C-3.0 DEMO & STRIPING PLAN C-4.0 STREET SECTION m m ENGINEER'S STATEMENT. THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS Or THE ADVISORY AGENCY OR OTHER REVIEW (n BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN ry CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER., n F S CD N Z � W o LLJ APPROVED BY: C) m No. J = C -63332,O V) C 'E_�/A. WRITTEN DATE LAUD 0 WCA0R.C.E. # C-63332 cjvj\� Lnry In REVIEWED,Tq� m 00 C) /0 /L/ C-14 U 0 m TRAFFIC ENGINEER DATE Z W 48 Uj C:) REVIEWED:C:) v) 00 CN STUART J. PATTESON - ASSISTANT PUBLIC WORKS DIRECTOR DATE DESIGNER: JEM, R.C.E. # 44898 EXP. - 3/31/20 CHECKED BY: DGW APPROVED BY: DATE: .9/18/18 - DRAFTER BDB NICOLAS -FIDLER PUBLIC WORKS DIRECTOR DATE SHOWN R.C.E. # 61069 EXP. - 12/31/19 SCALE: AS SHOWN COMP. NO: 7270100-STR JOB NO.: 727-01-90,' SHEET 6.1-1834 C-1.0 CITY RECORDS NO. OF 5 a A# U., :z z LU 7-0 CF) 0- C"-4 r:Einpo cn ED Ljj z co 2e Lj:w w if C 14 M Lij m ENGINEER'S STATEMENT. THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS Or THE ADVISORY AGENCY OR OTHER REVIEW (n BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN ry CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER., n F S CD N Z � W o LLJ APPROVED BY: C) m No. J = C -63332,O V) C 'E_�/A. WRITTEN DATE LAUD 0 WCA0R.C.E. # C-63332 cjvj\� Lnry In REVIEWED,Tq� m 00 C) /0 /L/ C-14 U 0 m TRAFFIC ENGINEER DATE Z W 48 Uj C:) REVIEWED:C:) v) 00 CN STUART J. PATTESON - ASSISTANT PUBLIC WORKS DIRECTOR DATE DESIGNER: JEM, R.C.E. # 44898 EXP. - 3/31/20 CHECKED BY: DGW APPROVED BY: DATE: .9/18/18 - DRAFTER BDB NICOLAS -FIDLER PUBLIC WORKS DIRECTOR DATE SHOWN R.C.E. # 61069 EXP. - 12/31/19 SCALE: AS SHOWN COMP. NO: 7270100-STR JOB NO.: 727-01-90,' SHEET 6.1-1834 C-1.0 CITY RECORDS NO. OF 5 a m ENGINEER'S STATEMENT. THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS Or THE ADVISORY AGENCY OR OTHER REVIEW (n BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN ry CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER., n F S CD N Z � W o LLJ APPROVED BY: C) m No. J = C -63332,O V) C 'E_�/A. WRITTEN DATE LAUD 0 WCA0R.C.E. # C-63332 cjvj\� Lnry In REVIEWED,Tq� m 00 C) /0 /L/ C-14 U 0 m TRAFFIC ENGINEER DATE Z W 48 Uj C:) REVIEWED:C:) v) 00 CN STUART J. PATTESON - ASSISTANT PUBLIC WORKS DIRECTOR DATE DESIGNER: JEM, R.C.E. # 44898 EXP. - 3/31/20 CHECKED BY: DGW APPROVED BY: DATE: .9/18/18 - DRAFTER BDB NICOLAS -FIDLER PUBLIC WORKS DIRECTOR DATE SHOWN R.C.E. # 61069 EXP. - 12/31/19 SCALE: AS SHOWN COMP. NO: 7270100-STR JOB NO.: 727-01-90,' SHEET 6.1-1834 C-1.0 CITY RECORDS NO. OF 5 m j GENERAL NOTES: (CITY STREET PLAN51 RECLAIMED MATERIALWILL BE ALLOWED, BASE MATERIAL IN ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED 5. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE. COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CITY OF MISCELLANEOUS BASE (CMB) CONFORMING TO NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR BAKERSFIELD STANDARDS, LATEST EDITION. SECTION 200-2,4 OF THE "GREENBOOK." A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS o 2. IMPROVEMENTS SHALL BE IN ACCORDANCE WITH STATE OF 30. IF REQUIRED FOR A MINIMUM COVER OF 30" PER COB WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. WHEN PAVING OPERATION RESUME. ) CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY STD. SEC. 3.4.5.2, EXISTING PIPELINES AND UTILITIES SHALL BE 2009 -009 -DWG AS AMENDED BY ORDER 20.10-0014-DWQ AND - s w DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS LOWERED AT THE DEVELOPER'S EXPENSE PRIOR TO THE ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER 52. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF CURRENT EDITION, AS MODIFIED AND DETERMINED APPLICABLE INSTALLATION OF BASE OR PAVING. RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS BY THE DIRECTOR. BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH DETERMINED BY ATSM D-2041. IN-PLACE DENSITY SHALL BE 31. ALL PERMANENT STRIPING AND MARKING SHALL BE THE GENERAL PERMIT REQUIRES THAT A STORM WATER DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 3. ALL STREETS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE THERMOPLASTIC PAINT IN CONFORMANCE WITH CALTRANS SPEC. POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, TRAFFIC INDEX AS SHOWN ON THE TYPICAL. CROSS-SECTIONS. 8010-21C-19. ALL TEMPORARY STRIPING. AND MARKINGS NOT CONTINUOUSLY CARRIED OUT, AND BE AVAILABLE FOR. 53. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE 'R' IN THEIR ULTIMATE LOCATION -SHALL BE WATERBORNE PAINT. _ALWAYS PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. I THAN PERCENT S LESS 92OR GREATER THAN 94 PERCENT OF 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM VALUE THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE o , AS SHOWN ON TYPICAL CROSS-SECTIONS. SHOULD FURTHER 32. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PROJECT SITE IS LESS THAN ONE ACRE; A PERMIT IS NOT REQUIRED. ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT TESTING SHOW A LOWER 'R' VALUE OF THE ACTUAL IN PLACE PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES, C5 MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ASPHALT CONCRETE PAVING NOTES: OR BOTH, IF NEEDED, ARE TO BE ADJUSTED. ASPHALT LOWER 'R' VALUE. ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. 40. ASPHALT CONCRETE SHALL BE TYPE 'A' {MODIFIED} FOR ALL CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL F 5. ANY LAYER OF 'R' VALUE MATERIAL SPECIFIED IN THE TYPICAL (FOR TRACTS WITH PRIVATE, STREETS, PARCEL MAP IMPROVEMENTS, ARTERIAL AND COLLECTOR STREETS AND TYPE 'B' (MODIFIED) THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE THAT WILL BE MADE IN ORDER TO MEET THE OR PUBLIC TRACTS WITHOUT RECORDED MAPS). } FOR LOCAL STREETS AND SHALL CONFORM TO THE" PROVISIONS .ADJUSTMENT REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE ti CROSS-SECTION MAY BE INCREASED IN DEPTH PROVIDED THAT THE MATERIAL ABOVE THAT HAS NO LESS THAN THE.MINIMUM 33. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR IN SECTION 39, "ASPHALT CONCRETE", OF THE STANDARD IS GIVEN DOES NOT MEET THE SPECIFIC RANGE, THE ASPHALT z THICKNESS SHOWN. INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND SPECIFICATIONS AND THESE SPECIAL PROVISIONS. CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND 2. l TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE 41, PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED REPLACED WITH MATERIAL THAT MEET THE IN-PLACE DENSITY REQUIREMENTS. 6. IF APPROVED IN WRITING BY THE DIRECTOR, AN ALTERNATE PLANS BY THE RECREATION & PARKS DEPARTMENT. MINERAL AGGREGATE FOR TYPE 'A' (MODIFIED) OR TYPE 'B' C 1Vl PAVEMENT DESIGN USING- CLASS III AGGREGATE BASE ANDA THICKER A.C. SECTION MAY BE USED. 34. NOTE FOR 95% COMPACTION FULL PAVEMENT SECTION TO AT (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE � 54. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE � - �P q� OFCAt\F�R� LEAST 1.0 FT. UNDER AND EACH SIDE OF X AND - REQUIREMENTS OF SECTION 392.02, "AGGREGATE", OF THE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS 7. ANY WORK WHICH AFFECTS ANY EXISTING CITY MAINTAINED .GUTTER COMMERCIAL DRIVE APPROACHES. STANDARD SPECIFICATIONS FOR 3/4 INCH MAXIMUM, MEDIUM THAN 90 PERCENT OR MORE THAN 96 PERCENT THE ASPHALT - ROAD OR THE TRAFFIC THEREON SHALL BE COMPLETED WITHIN GRADING. CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND •, 20 WORKING DAYS FROM START OF WORK. 35. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE (�} 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 LIQ 8. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS THE CONTRACTOR'S EXPENSE. GUTTER FLOWLINES (INVERTS). REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT �. APPROVAL 10 DAYS PRIOR TO PAVING. BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE 55. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL -BE !"' ,-. ` >_- w 9. MAXIMUM PLUS GRADE TOLERANCE FOR A.B., A.S.B./ AND O.G. FOR "STEAM -REFINED PAVING ASPHALTS", IN SECTION 92-1.02, DETERMINED BY: Q C7 > SHALL BE 0.05 OF A FOOT. 36. LUMINAIRES SHALL BE SOLID -STATE LIGHT EMITTING DIODE WITH "GRADES", OF THE STANDARD SPECIFICATIONS. 7 TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL 55.A. A PROPERLY CALIBRATED NUCLEAR ASPHALT. TESTING DEVICE IN THE FIELD, OR 10. PORTLAND CEMENT CONCRETE SHALL BE CLASS B UNLESS CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY 43. THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED WITH THE OTHERWISE INDICATED. OF BAKERSFIELD LED STREET LIGHTING SPECIFICATION, MINERAL AGGREGATE SHALL BE DETERMINED BY THE 55.B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR Q „ „ CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD LABORATORY TESTING. ZINC STEARATE MAY BE LIQ w 11. PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY 37. NOTE TO STAMP A C ON TOP OF CURB OF MEDIAN OVER 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE SUBSTITUTED WITH PARAFFIN. (,� p E DEVICES (NOT SHOWN ON THESE PLANS) SHALL BE INSTALLED EACH CONDUIT LOCATION. WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED , z r-• Q v TO PLAN APPROVED BY THE CITY OF BAKERSFIELD ENGINEER. BY THE CITY ENGINEER. 55.C. IN CASE OF DISPUTE, METHOD. "B" SHALL BE USED.Z 38. WITH THE EXCEPTION OF THOSE ON RETURNS STREET SIN SIGNS ►-� o 12. STREET LIGHTING SHALL BE INSTALLED AND A MEANS- PROVIDED AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION 44. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE 56. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES ,-, � W��;N W N N M "' z o � -0 co J TO CONTRACT FOR PUBLIC UTILITY SERVICE AND MAINTENANCE. OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE cn �' W ^^ w w W HEREIN. ENGINEERS REVIEW AND APPROVAL: BROUGHT WITHIN TOLERANCE BY EITHER: av�iccOc� Z� 13. PRIOR TO THE START OF ANY EARTHWORK, THE E 0 E SHALL OBTAIN A GRADING PERMIT AS REQUIRED BY CITY 39. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF 44.A. A LIST OF AGGREGATE AND ASPHALT SOURCES 56.A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED DIAMOND ^ N Y � X °D (MODIFIED) ADOPTED U.B.C. MODIFIED AND GRADING ORDINANCE. WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BLADES BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 44.B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE, 14. WHEEL CHAIR RAMPS SHALL BE CONSTRUCTED AT. ALL CURB 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING INCORPORATED IN THE WORK CONFORM TO THE56.B. REMOVAL AND REPLACEMENT, OR RETURNS; SEE CITY OF BAKERSFIELD DEVELOPMENT STANDARDS, BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION REQUIREMENTS SO SECTION 39-2.02, "AGGREGATE", OF AS DIRECTED BY THE ENGINEER. ONTO THE SIDEWALK. THE STANDARD SPECIFICATIONS AND THESE SPECIAL 56.C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. z PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND F=- 15. ALL EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO 40. NOTE THAT NO PLANS WILL BE APPROVED UNTIL ALL EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THANJ THE METHOD WILL BE SELECTED BY THE CITY p STRUCTURES, POLES, PIPELINES, CONDUCTS, CANALS AND EASEMENTS HAVE RECORDED. SIX 6 MONTHS. ALL OTHER TESTS RESULTS SHALL BE O ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE APPURTENANCES, WHICH ARE CONSIDERED ' TO BE OBSTRUCTIONSNO OLDER THAN ONE (1) YEAR. -CONTRACTORS EXPENSE. z p BY THE CITY ENGINEER, SHALL BE RELOCATED AT THE EXPENSE NOTES FROM THE ENGINEER: U OF THE SUBDIVIDER. 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE 44.C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN 57. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED 16. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE DIRECTED BY THE CITY ENGINEER IN ORDER TO PROVIDE A SAFE FROM CITY/COUNTY PUBLIC WORKS DEPARTMENT FOR WORK TO BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THE GRINDING AREA SO THAT THE LONGITUDINAL- LIMITS OF CONNECTION TO THE EXISTING STREET PAVEMENT. BE DONE IN THE CITY/COUNTY STREET RIGHT-OF-WAY. THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL AS DETERMINED BY ASTM D2041. THE ASPHALT TO, THE NEAREST LANE LINE OR PAVEMENT EDGE AND THE 17. STORM DRAINAGE SUMP SHALL NOT BE ALLOWED TO ACCEPT 2. THE LOCATION OF EXISTING. UTILITIES AND UNDERGROUND CONCRETE MIX SHALL MEET THE REQUIREMENTS OF TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE WATER UNTIL SECURED BY PERMANENT FENCING OR IN THE PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE SECTION 39-2.02, "AGGREGATE", OF THE STANDARD PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM CASE OF SHALLOW UNFENCED SUMPS NOT UNTIL COMPLIANCE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE WITH DEPTH AND SIDE SLOPE CRITERIA AS SET BY THE CITY OF EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, BAKERSFIELD DEVELOPMENT STANDARDS. COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS "CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FOG FOR ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT 18. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW FAILURE. TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY OLD. THE CONTRACTOR SHALL BEAR ALL THE COSTS SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL CD ASPHALT CONCRETE PAVEMENT, AS DIRECTED BY THE CITY AND ALL UNDERGROUND UTILITIES AND PIPELINES ALL EXISTING ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT W ENGINEER, IN ACCORDANCE WITH THE PROVISIONS IN IMPROVEMENTS (CURB, GUTTER SIDEWALK CROSS GUTTERS EMULSION AS DIRECTED BY THE CITY ENGINEER. `- o SECTION 37 'BITUMINOUS SEALS" OF THE STARD SPECIFICATIONS FENCING, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT 45. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO m M w rn AND THE STATE DEPARTMENT OF TRANSPORTATIONS STANDARD SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE . EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE 58. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE E- W `" <c SPECIAL PROVISIONS CURRENTLY IN EFFECT. CITY/COUNTY ENGINEER. SAW CUT IN A NEAT STRAIGHT LINE, EITHER, PARALLEL OR CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION z _ v 19. PAVEMENT GRINDING IN ACCORDANCE WITH SECTION 42 OF THE' 3, THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT THE MINIMUM DISTANCE OF TWO AND A HALF (2.5) FOOT FROM 200-2.2 OF THE GREENBOOK . BASE MATERIAL FOR LOCAL ��j O w o w ¢ STANDARD SPECIFICATIONS SHALL BE PROVIDED AS DIRECTED OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED THE EXISTING EDGE OF PAVEMENT. STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 LL, (L J v, = w BY THE CITY ENGINEER WHERE NEW PAVEMENT MEETS EXISTING gY THE CITY/COUNTY ENGINEER. "GREENBOOK".....WHICH ` ,� � PAVEMENT. � OF THE ALLOWS .UP TO 50% OF THE , � Q o 46. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND Z m �- `- 20. ALL FRAMES AND :COVERS WITHIN THE STREET RIGHT-OF-WAY 4. WHERE PROPOSED IMPROVEMENTS CONNECT TO EXISTING ' TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED -" SHALL BE ADJUSTED TO FINISHED GRADE PER K.C.D.S. PLATE FACILITIES, THE CONTRACTOR SHALL, PRIOR TO BEGINNING CONCRETE„ HOWEVER,,, ALL OTHER REQUIREMENTS OF SECTION BASE OR A COMBINATION OF THESE MATERIALS. OTHER _ N0. R -fig. CONSTRUCTION VERIFY THE LOCATION (HORIZONTAL AND 39-4.01 SUBGRADE OF THE STANDARD SPECIFICATIONS �. RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE VERTICAL), SIZE AND TYPE OF THE EXISTING FACILITY. SHOULD SHALL BE MET. SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY 21, ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT THE ACTUAL LOCATION, SIZE OR TYPE DIFFER FROM THAT DENSITY. SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE 47. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL DETAIL ST -12. ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO 59. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING FOLLOWING MODIFIED CALTRANS STANDARDS SPECIFICATION 22. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, COMPLETE RESPONSIBILITY. FOR JOB SITE CONDITIONS DURING DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS. THE HOURS OF CONSTRUCTION OF THE PROJECT, INCLUDING THE 48. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF W r SAFETY OF ALL PERSONAL PROPERTY; THAT THIS REQUIREMENT TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED' MATERIAL THEREON, THE GRADING PLACE SHALL CONFORM TO �► 23. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE ALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL BY THE CITY ENGINEER. THE FOLLOWING: Z CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, '- 0 24 HOURS NOTICE. (661) 326-3049. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER 49. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE CV _! HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT BASE IS TO BE PLACED ON THE GRADING PLANE, THE} ` - 24. STAMP AND "S" IN CURB FACE OVER EACH SEWER LATERAL. CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND GRADING PLANE AT ANY POINT SHALL NOT VARY PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE SOLE PRIVATE DRIVE WHERE SHOWN ON THE PLANS AND AS DIRECTED MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE CV W 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 ESTABLISHED BY THE ENGINEER. I Z 0 O NECESSARY, AND COMPACTED TO FORM SMOOTH,. TAPEREDW Q ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL -PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS 6. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE CONNECTIONS. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN M W _! Z INSTALLED .PER STD. T-2 SHALL BE LOCATED WITHIN DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND 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 PLANE, SIDEWALK 6" FROM BACK. CITY ENGINEER AND/OR IRRIGATION DISTRICT. / CONCRETE IS 0.15 FOOT OR LESS,,PAVING OPERATIONS, SHALL GRADING .THE GRADING PLANE AT ANY POINT SHALL VARY MORE THAN 0.04 FOOT OR ,- � cj- � 26. AN OPEN STREET PERMIT FOR` EACH PHASE SHALL BE BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT THE LENGTH OF PAVEMENT ALONG THE -NOT ,ABOVE BELOW THE GRADE ESTABLISHED BY THE ENGINEER. !.l'1 0- d W OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS CORNERSTONE ENGINEERING, INC..SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT d" m OO N W DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED WITHIN THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE GREATER THAN THAT WHICH CAN BE SURFACED DURING THE . . C,.7 EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED APPROVED IN WRITING BY CORNERSTONE ENGINEERING, INC FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL Z W48 BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE 9� W APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT < Of Q WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED � SPECIAL NOTE ' CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM a � - C7 SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO V) 00 27. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, 1 UNDERGROUND `SERVICE ALERT SHALL BE CONTACTED TWO (2) PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO C� CURRENT EDITION, APPLY TO THESE PLANS: WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-6412-2444) FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING DESIGNER: JEM ST -1, CURB AND GUTTER TYPE "B" OPERATION RESUME. CHECKED BY: DGW ST -3, COMMERCIAL DRIVE APPROACH TYPE "A" . 2NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA DATE: 9/18/18 UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE 51. WHERE COMPACTED THICKNESS OF A LAYER OF ASPHALT 28. THE FOLLOWING CALTRANS STANDARD DETAILS, CURRENT SECURITY AND INSURANCE HAS BEEN OBTAINED. CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS DRAFTER BDB EDITION, APPLY TO THESE PLANS: 3, INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF SCALE: AS SHOWN - REVISED STANDARD PLAN RSP A88A, CURB RAMB. LOCATIONS. ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO COMP. NO: 7270100_STR 29. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL 4. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE JOB NO.: 727-01-00 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 OF ASPHALT � � SHEET AB} CONFORMING TO SECTION 29 OF THE STATE STANDARD WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED 6.1-1834C-1.12 SPECIFICATIONS, LATEST EDITION; HOWEVER NO RECYCLED OR ENGINEER. ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH OF 5 CITY RECORDS NO. 8+ 1 50 386 384 382 380 wo 9+00 —.:A L6 I< 00 00 00 FS (382.41) %---- ''I CO STA: 9+80.99, 30.00'R 382 ...................................... SAWCUT, FS (382.00) ................ ........................... LO ............ U ............................... I n'r A ek^ ^e% •r r-#%fr% ni 11. 'T %,II I TV— Jju PROPERTY BOUNDARY PER LOT LINE ADJUSTMENT 17-0400 PER DOC #218082757 � GALLOWAY DR GALLOWAY DRIVE Plan and Profile PAVING SECTION TRAFFIC INDEX = 9.0, "R" VALUE "SEE NOTE", INSTALL 0.45' TYPE B AC/ 0.80- AB / 1.25 NA11VE SOIL COMPACTED TO 95% M.D.D. PAVING SECTION NOTE TRAFFIC INDEX, V VALUE, AND PAVING SECTION WERE TAKEN FROM PROJECT NO. 6.1-1634 STREET, SEWER, STORM DRAIN, AND WATER PLANS FOR NORTHWEST PROMENADE 11. FLUSHING QUAIL RD= 12+84.09 a ............................................................ ....................................... — NEW PAVEMENT kSEE STREET PLAN) ................... ............................................................. ................................................... ......................... ........................... ......................................... ................... ............................................................. ................. ................................ ...... ................... ................................. ...... .......................................................... — EXISTING PAVEMENT ............................................................. ..................................................... 47,12' NEW SIDEWALK ............................................................. .................. .......................................... ;k C) ........... ......... ................................ ............................................................. ......................................................... .................................... ............. V) :5 (2.5" TYPE B AC/ 4" AB 1' NATIVE m W < U_ LLJ :> ry =� En 3=W W CL OR CENTER LINE C:> M EC END CURVE mr ECR END CURVE RETURN ON CURVE EVC END VERTICAL CURVE 0 EP — EDGE- OF PAVEMENT ................................................ ........... . .............................................. EX — ............ .. ............................................. ...... GB — GRADE BREAK o C,4 04 5 cn _j H. P. — HIGH POINT C5 15.65' PROPERTY LINE w co C4 � f POINT OF INTERSECTION Uj . .................................................................................................................... POC — ................. ....................................... ... ........................................................ ................................ POVC — ............................. ...... ...................... ...................... 15.67' ........ .... .............................. ................. ........................... .......................... .............................................. ON CURVE R/W — RIGHT OF WAY ................................................. .............................................................. ....................... ..................................... VERTICAL POINT OF INTERSECTION EP (55-80) — EXISTING EDGE OF PAVEMENT ELEVATION 20-23' 20.23' EXISTING FLOWLINE, ELEVATION ON CURVE FS (55-99) EXISTING FINISH SURFACE ELEVATION FG 50.98 FINISH GRADE ELEVATION 50.62 FLOWLINE ELEVATION DESIGNER- FS 54.13 ON CURVE CHECKED BY: N CURVE O I TC 55.88 TOP OF CURB ELEVATION LU 35'.L DISTANCE LEFT OF CENTERLINE OF ROAD DRAFTER 35'R DISTANCE RIGHT OF CENTERLINE OF ROAD SCALE: 2+00.00E 45.87' ON CURVE ASHOWN 0 ..................... .......................... ........... I .......................................................... BOUNDARY/PROPERTY LINE 7270100STR .............................................................. ............................................................. ....................................................... ..... ........ ...... .............................. . ................................................. m Uj 00 ..... . ...................... ........ " mi 00 . ..................... Uj 00 ............................................... ....... I ........ ..................................................... EXISTING RIGHT OF.WAY ............... 00 ........... m ....................... U-) ...... ................ 00 144- ........................ ......... ......................................... ...... ................. ....... LO ... ..................... . .................................. Uj ......... ................... .............. ........................... ........................... cr_ EXISTING STREET ..................... ..... ...................................... Uj PAVEMENT PROFILE 00 td Lj _j cr; O� 6,t- M U-) I C) ul (6 F, (6 to + 00 Lo. 0) ri do m — EXISTING SEWER MANHOLE C,4 06 PO EXISTING CLEANOUT ALONG SAWCUT LINE CD c) -: 00 +00 c%j + 00' + + 00 + + DO 00 + C) Ul) q Uj oo FO + + CO Uj 0) C1 ro V_ V_ + 00 04 n cy! ............................................................ ........................ ................ ................................................... ...................... ................................. Uj ............................... 5; ............. Uj ................................. ......... .............. . f ................................... 11 ..... *** ................ w .................. cn U -i ............. ................................................. I > Aj­­ ......... _j < ............. ....... . . ............................................... ... .................. ...... ........ .................................. ... to + CJ ............. ................................................... 00 Uj _j __j (n Uj V) Uj m (n w Uj V) V) Ai. V) Lq Uj V) Uj cn Uj w Uj 0.14% 0.20% 0.20% 0.20% 0. ro 70 0.217o 1 '10.32% 0. 997, —0.27% V) LAJ ........................... PROPOSED FLOWLINE ................................ ........ ............................................................. .............................. ........................ ............................................................. ............................... ....... ..... .............................................................. ...................... ................................... ......... ....... ............ ............... 0.495r. ............ - - -- - --------- STA: 11+38.29 ILEV: 381.81, Pl*... .............. ......................... .. ...... ........ ..................... ............. ................................................. ........ ..... ------................ .................................................. EX. FLOWLINE PROFILE MATCH EX. EX. FLOWLINE PROFILE A HIGH POINT ............................................................ ............................................................. .. ............................ ...................... ........... ............................. .................................................... ........ ............................................................. ............................................................ ................. ............ ......................................................... ............................ ...... ....................................................... ..... . .... ...................................... ....... ................................................. ............................................................................................................................ ......... .............. ........................................ ....... ..... ....... ............................................... ............................................................ . .......... .................................................. .............................................................. ............ .............. ....... ................................. .................... ...... .......... ............................................................. ................................... ............ ................................................................................................ ......... ...... ......... 4 ............................................................. ............................... ............................. ........... ................. ................................. ........................ ........................... ............................... .............................................................. ............................................................. ....... ................. ................................ .......................................... V+UU 10+00 11+00 12+00 LEGEND- — NEW PAVEMENT kSEE STREET PLAN) C.O.B. CITY OF BAKERSFIELD BC = BEGIN CURVE — EXISTING PAVEMENT BCRI BEGIN CURVE RETURN NEW SIDEWALK LLJ m BVC BEGIN VERTICAL CURVE ;k C) C1 CURVE INDEX (SEE CURVE TABLE) V) :5 (2.5" TYPE B AC/ 4" AB 1' NATIVE m W < U_ LLJ :> ry =� En 3=W W CL OR CENTER LINE C:> M EC END CURVE mr ECR END CURVE RETURN EVC END VERTICAL CURVE 0 EP — EDGE- OF PAVEMENT EX — EXISTING < GB — GRADE BREAK o C,4 04 cn _j H. P. — HIGH POINT C5 — PROPERTY LINE w co C4 � PI — POINT OF INTERSECTION Uj 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 (55.99) EXISTING FLOWLINE, ELEVATION FS (55-99) EXISTING FINISH SURFACE ELEVATION FG 50.98 FINISH GRADE ELEVATION 50.62 FLOWLINE ELEVATION DESIGNER- FS 54.13 FINISH SURFACE ELEVATION CHECKED BY: TC 55.88 TOP OF CURB ELEVATION LU 35'.L DISTANCE LEFT OF CENTERLINE OF ROAD DRAFTER 35'R DISTANCE RIGHT OF CENTERLINE OF ROAD SCALE: 2+00.00E DIRECTION OF STATION LABEL ASHOWN 0 COMP. BOUNDARY/PROPERTY LINE 7270100STR JOB NO.: 727-01—'00 EXISTING RIGHT OF.WAY SHEET PROPOSED RIGHT OF WAY 3. .- OF .5 PROPOSED STREET EXISTING STREET PROPOSED SIDEWALK PROPOSED FUTURE MEDIAN CURB DIRECTION OF DRAINAGE 0, 71, — EXISTING POWER POLE — EXISTING SEWER MANHOLE EXISTING CLEANOUT 281 EXISTING CONTOUR Curve Table Curve # I Length I Radius Delta CONSTRUCTION ' NOTES OINSTALL CURB & GUTTER TYPE B PER "ST -1" OF THE PROPOSED C,O,B, SUBDIVISION DESIGN STANDARDS. O INSTALL 5.5' ODE, 4"'THICK SIDEWALK PER PROPOSED C.O.B.-STANDARD ST -5 O3 INSTALL STANDARD WHEEL CHAIR RAMP PER CASE C OF CALTRANS RSP O CONSTRUCT 6' CROSS GUTTER PER C.O.B. STANDARD ST -3 388 386 384 382 380 376 13+00 GRAPHIC SCALE 20' of 20' HORIZ: 1"=20' VERT: 1"=2' 6.1-1834 CITY RECORDS NO. — NEW PAVEMENT kSEE STREET PLAN) O — SURVEY MONUMENT — PROPOSED FIRE HYDRANTS — EXISTING PAVEMENT co NEW SIDEWALK LLJ m C__° — NEW CONCRETE < U m NEW ONSITE PAVEMENT Li 0 i (2.5" TYPE B AC/ 4" AB 1' NATIVE m W < U_ LLJ :> SOIL COMPACTED TO 95% M.D.D.) =� En 3=W W Curve Table Curve # I Length I Radius Delta CONSTRUCTION ' NOTES OINSTALL CURB & GUTTER TYPE B PER "ST -1" OF THE PROPOSED C,O,B, SUBDIVISION DESIGN STANDARDS. O INSTALL 5.5' ODE, 4"'THICK SIDEWALK PER PROPOSED C.O.B.-STANDARD ST -5 O3 INSTALL STANDARD WHEEL CHAIR RAMP PER CASE C OF CALTRANS RSP O CONSTRUCT 6' CROSS GUTTER PER C.O.B. STANDARD ST -3 388 386 384 382 380 376 13+00 GRAPHIC SCALE 20' of 20' HORIZ: 1"=20' VERT: 1"=2' 6.1-1834 CITY RECORDS NO. co W P cr co • LLJ m m W__j 0. < U m 0 Li 0 i m W < U_ LLJ :> a. =� En 3=W W C:> M Z o mr 0 < I_ -c ,j C,4 04 cn _j Lj le a: < w 0 0 cr w w co C4 � • m Uj co W P cr co • LLJ m m W__j 0. < U m 0 Li 0 i m W < U_ LLJ :> a. =� En 3=W W C:> M Z o mr • • • • DESIGNER- JEM CHECKED BY: DGW DRAFTER BDB SCALE: ASHOWN COMP. NO: 7270100STR JOB NO.: 727-01—'00 SHEET 3. .- OF .5 IAV LArmAkIl STRIPING LEGEND 38] CHANNELIZING STRIPING PER CALTRANS STD. PLAN I DETAIL 38A ON SHEET "A20D" .F 39] BIKE LANE STRIPING PER CALTRANS STD. PLAN DETAIL 39 ON SHEET "A20D" BS S BIKE LANE SYMBOL WITH PERSON PER CALTRANS STD. PLAN RSP "A24C" GALLOWAY PROPOSED STRIPING PLAN SAWCUT PROPERTY BOUNDARY —(109.20)— EX. CONTOUR EX. ASPHALT PAVEMENT AREA TO BE REMOVED EX. CONCRETE CURB & GUTTER TO BE REMOVED GRAPHIC SCALE 101 51 of 51 101 (IN FEET) 1 inch= 10 ft. 6.1-1834 CITY RECORDS NO. ffim"1111111 mommomms U. Lu cc W LLJ• LLJ 0. m 0 LLJ o c� > LLJ Lu >0 L7 LLJ LLJ C:).< M z C:) mr uJ UJ � z o ,� ujU C-4 C4 C/) LLJ (n U� C/) w - Lij (nW o 0 cs Y<- 04 m l-- U. JEM L CHECKED BY: DGW cc W LLJ• LLJ 0. m 0 LLJ Lu >0 LLJ LLJ C:).< M z C:) mr DESIGNER: JEM L CHECKED BY: DGW DRAFTER BD&:: SCALE: AS SHOWN COMP. NO: 7270100—STR JOB NO.:■ EX. CURB &GUTTER � CALLOWAY DR 65' EX. R/W r PROPOSED R/W o PER DOC# 218057312 0 • I z EX. MEDIAN � I ■ SAWCU T MATCH EXISTING FS 1 AUG. bA5L UVLK 1.2b NA 1. GROUND COMPACTED TO 95% MAX. DENSITY. 12 SECTION 1 Scale: N.T.S. .� RAMP . d • ♦ s y � ..................................................................................................................... GROOVE CONCRETE AS SHOWN TO PROVIDE 12" DETECTABLE WARNING AT ALL CURB CUT RAMPS EX. CROSS GUTTER PER ADA & LOCAL JURISDICTION o QRo�ESS/o N0. CIVIL R��P OF CAt rr V ui r ry LIQ tL] —' [u © M d• C4 0 z U < .� C� W�u)N NN 0 . -�-• U in W � yN(coo�O Z C o y:p o U Ln Ea-Wj"a Z 3 N m W39 3 �� Scale: N.T.S. o� • m � w m V) Z W JC Lij0. m SURFACE MOUNTED TRUNCATED DOMES 0- 0 w _ ♦ �� DESCRIPTION OF WORK Lu 0— = w 2.35" A. A BRIEF DESCRIPTION OF WORK IS AS FOLLOWS: Q . o m INSTALL PAVERS SO THAT 1. 'TRUNCATED—DOMES AT CURB RAMPS (ANY CURB RAMP WITH SLOPES 5.0% AND STEEPER AND THE PATH LEADING DETECTABLE WARNING SURFACE (NOMINAL) •�?Q ; ACROSS VEHICULAR TRAFFIC SHALE HAVE TRUNCATED—DOMES). Z IS FLUSH WITH CONCRETE OR PAVING SURFACE QUALITY ASSURANCE e A. A.D.A. COMPLIANCE: PARKING SPACES FOR THE DISABLED SHALL BE MARKED ACCORDING TO C.B.C. SECTION 1129B.5. TACTILE CONCRETE OR i WARNING LINES SHALL BE IN COMPLIANCE TO C.B.C. SECTION 11336.8.5. PAVING SURFACE-\ �'TETRUNCATED 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 y' . • ,: . , ,-0 0 DOMES WITH A DIAMETER OF0.9", 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 PLACEMENT DETAIL i e X 12" MINIMUM PANEL AT THE BOTTOM OF A CURB RAMP IS REQUIRED. INSTALLATION SHALL BE RECESSED. W C. MATERIAL: A HOMOGENOUS GLASS AND CARBON REINFORCED COMPOSITION SHALL BE COLORFAST AND , UV STABLE. PANEL > V) SECTION A COLOR SHALL BE UNIFORM THROUGHOUT THE PANEL. COMPOSITE PRODUCTS WITH PAINT COATINGS OR UV COATINGS ARE E � J � ��,• � UNACCEPTABLE. t'V � p .Q NOT TO SCALE P D. INSTALLATION: TACTILE PANELS SHALL BE ADHERED TO RECESSED CONCRETE WITH EITHER THIN -SET MORTAR OR -ONE ,., E COMPONENT STRUCTURAL URETHANE ADHESIVE: ADHESIVE COLOR SHALL MATCH PANEL. PANELS SHALL ALSO BE ATTACHED WITHE MECHANICAL ANCHORS. FASTENERS SHALL BE " X-1-5/8" COMPOSITE SLEEVE ANCHOR WITH STAINLESS STEEL PINS. FASTENER N I— `: r COLOR SHALL MATCH PANEL. Z 1. ADHESIVE: SONOBORN NP1, SIKAFLEX 1A. LaJ � 4 E. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS OF BY THE FOLLOWING MANUFACTURER. :E � ' • ............................. �' Z THE ARCHITECT AS DELINEATED IN DIVISION 0 BID AND AGREEMENT DOCUMENTS MUST REVIEW OTHER MANUFACTURERS.W-Q F 0.45" TOP 1. A.D.A. TACTILE SYSTEMS 0 %'' C.� O C14 DIAMETER 2. A.D.A. SOLUTIONS, INC. 0 A 3. ARMOR TILE OR APPROVED EQUAL. �"— � E W �_ � F. REQUIREMENTS: RESULTS A.S.T.M. � i..�"� 0 0 0 0 0 0 0 0 0 0 0 0 COMPRESSIVE STRENGTH 23,800 PSI D 695 ' 0 0 0 0 0 0 0 0 0 0 0 � N 00°0°0°0 0° o 0°0°0000 °0°0°0 FLEXURAL STRENGTH 24,600 PSI D 790 ♦ 00000000 000 000000000 0 000 ' i- -GUTTER z 0000000000°0°0 000000000°°000° WATER ABSORPTION .13% 0 2 WEEKS D 570 • W W " °°°°°°° 0°0000000000000°°°°°°SLIP RESISTANCE EXCEEDS 0.80 WET OR DRY C 1028 LTJ 0.9 BASE 0000000000000 0E A 0°0°0°0°0°0°0° 0°0°0°0°0°0°0° FLAME SPREAD INDEX 15 E 84ry 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C) DIAMETER 00000000000000 00000000000000 SMOKE DEVELOPED 145 E 84 I— 0 0000000000000 0 0 0 0 0 0 0 0 0000000 (f-�wC/� 00000.0000000000 00000000000000 SALT SPRAY NO CHANGE (120 HOURS) B 117 CHEMICAL STAIN NO DETERIORATION 1308 N ABRASIVE RESISTANCE, 564 C 501 DESIGNER: JEM PER SITE PLAN ACCELERATED WEATHERING NO CHANGE (3,000 HOURS) G 26 FULL LENGTH OF STRIPE ZONE TENSILE STRENGTH 12,100 PSI D 638- CHECKED BY: DGW ROCKWELL HARDNESS 122 D 755 DATE: 9/18/18 FREEZE/THAW/HEAT NO DISINTEGRATIONC 1026 - DRAFTER BDB COLOR: YELLOW SCALE: AS SHOWN RAISED TRUNCATED DOMES - Sle: N.T.S. ca COMP. N0: 7270100_STR - A D ETAI E A JOB NO.: 727-01-00' . ~ Scale: V=5' SHEET 6.1-1834 C- 5 4.0 CITY RECORDS NO. OF 5