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HomeMy WebLinkAbout6.1-1852LEGEND OFSCRIPIION —W12— .EXISTING WATER MAIN & SIZE _S12— EXISTING SANITARY SEWER PIPE & SIZE —012— EXISTING STORM DRAIN PIPE & SIZE `lL,. EXISTING POWER POLE — T -- EXISTING TELEPHONE UNE — OE — EXISTING OVERHEADELECTRICAL LINE — G — EXISTING BURIED GAS PIPE — TV — EXISTING BURIED CABLE TV ll EXISTING TELEPHONE POLE W/GUY WIRE EXISTING UTILITY VAULT' � EXISTING STREET LIGHT @m EXISTING STORM DRAIN MANHOLE (s) EXISTING SEWER MANHOLE l EXISTING SEINER CLEANOUT EXISTING FENCE UNE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING WATER METER G,% EXISTING GAS METER (P tory EXISTING TOPO POINT _-{303}-' EXISTING CONTOUR W/ELEVATION „- 303—' FINISH GROUND CONTOUR W/ELEVAI --- — STREET R/W —W12— NEW WATER LINE & SIZE —S12— NEW SANITARY SEWER LINE &-SIZE —D12— NEW STORM DRAIN LINE & SIZE A NEW WATER VALVA BENQHMARK: THE MONUMENT AT THE INTERSECTION OF STINE ROAD AND RIBBONGRASS DRIVE WAS USED AS THE BENCHMARK. C,0.8.- USES ELEVATION = 346.81 n 2 D% FL FS FG FP INV TO TG P GB LS BCR ECR ARC C.O.B. 35'L 35'R VPI Pi a BVC EVC PQVC BC EC CL EX 2+00.00E PIP AP NEW FENCE LINE. NEW FIRE HYDRANT NEW WATER VALVE NEW WATER METER NEW GAS METER NEW STREET LIGHT _ = DIRECTION OF STATION LABS, = PROTECT IN PLACE = ANGLE POINT an4:491 1 � I r ® e PHASE 2 STREET IMPR2EMENT QUANTIl O 36 TONS 69 CY 151 L.F. 4 EA 178 L.F. DESCRIPTION ASPHALT CONCRETE AGGREGATE BASE 12` CROSS -GUTTER PER C.O.B. STD. ST -3 CURB RAMP w/DETECTABLE WARNING PER CALTRANS A88A SAWCUT EXISTING PAVEMENT tlr r °r'r PHASE 1 STREET IMPROVEMENT QUANT QTY OFSCRIPIION .. 303 TONS ASPHALT CRETE 583 CY AGGREGATE BASE 134 L:F. 6- CURB/GUTTER PER C.O,B, STD. ST -1 66 L.F. 12' CROSS -GUTTER PER C.0.8. STD. ST -3 . 630 &F. e SIDEWALK PER C.O.B. STD. ST -5 2. EA CURB RAMP w/DETEGTABLE WARNING PER CALTRANS A88 973 L.F. SAWCUT EXISTING PAVEMENT KEY MAP SCALE: 1' = 100,. UNAUTHORIZED CHANGES & USES: THE ENGINEER CONSTRUCTION CONTRACTOR AGREES THAT IN. ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION. PREPARING THESE PLANS WLL NOT BE RESPONSIBLE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHAD. BE MADE TO OR USES OF THESE PLANS ALL CHANGES TO THE APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO PLANS MUST BE IN WRITING AND MUST BE DEFEND, INDEMNIFY AND HOW DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL. LIABILITY,: REAL OR. ALLEGED, IN CONNECTION WITH APPROVED BY THE PREPARER OF THESE PLANS. THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. THE BEARING OF NOO'34'25 E SHOWN AS THE CD47ER LINE OF STINE ROAD, WHICH IS THE WEST LINE OF THE SOUTHWEST QUARTER OF SEC 35, T.30S., R.27E,AS SHOWN ON RECORD OF SURVEY RECORDED IN BOOT( 25; PAGE 155 OF RECORD OF SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF KERN COUNTY, SHEET INDEX SHEET DESCRIPOON C-1.0 COVER SHEET AND NOTES C-1.1 NOTES C-2.0 STINE ROAD - STAN 0+0.00 TO 6+50.00 C-2.1 STINE ROAD - STA: 9+50.00 TO 14+25.00 C-2.2 STREET SECTIONS & DETAIL C-3.0 STRIPING PLAN C-3.1 STRIPING PLAN C-4.0 STANDARDS VICINITY MAP N.F.S. OUNTOCIOR stru ODI 811 Toa L WAtwx OF ALL ummR, AT MAST n tis PRO.70 BE"" 210 ENGINEER'S STATEMENT: THESE PLANS AND SPECIICATON$ WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF 114E ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF INOSE ORDINANCES; STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER, APPROVED BY: / 1L DERRIJ. G. WRITTEN JR.. R.C.E. If C-051930 EXP. - 12/31/19 DATE REVIEWED: �Brr j!q TRAFFIC ENGINEER _... DATE REVIEWED: ASSISTANT PUBUC WORKS DIRECTOR APPROEU,e. - NIC r tl DIRECTOR ®. 7-12-19 DATE DATE CtlTiYiN3K•R7la2y: Na. C-051930 tl Q < rn FSI � U ■ VICINITY MAP N.F.S. OUNTOCIOR stru ODI 811 Toa L WAtwx OF ALL ummR, AT MAST n tis PRO.70 BE"" 210 ENGINEER'S STATEMENT: THESE PLANS AND SPECIICATON$ WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF 114E ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF INOSE ORDINANCES; STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER, APPROVED BY: / 1L DERRIJ. G. WRITTEN JR.. R.C.E. If C-051930 EXP. - 12/31/19 DATE REVIEWED: �Brr j!q TRAFFIC ENGINEER _... DATE REVIEWED: ASSISTANT PUBUC WORKS DIRECTOR APPROEU,e. - NIC r tl DIRECTOR ®. 7-12-19 DATE DATE CtlTiYiN3K•R7la2y: Na. C-051930 m Q -1.0I 1 s Q < rn FSI � U w �ycm, w m m Q -1.0I 1 s GENERAL NOTE6_(CITY.STREET PLANS) THE LOCATION OF EXISTING UTUTIES AND UNDERGROUND - REQUIREMENTS OF SECTION 39-2:02, "AGGREGATE", OF PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE [DRAFTER LE: 29. IF REQUIRED FOR A MINIMUM COVER OF 30" PER. COB 3642400STIR THE. STANDARD SPECIFICATIONS AND THESE SPECIAL 1. ALL IMPROVEMENTSSHALL BE IN ACCORDANCE WITH CITY OF STREET LIGHTING SHALL BE INSTALLED AND A MEANS PROVIDED STD. SEC, 3.4.5.2, EXISTING PIPELINES AND UTILITIES SHALL BE 0 PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE. BAKERSFIELD STANDARDS, LATEST EDITION. LOWERED AT THE DEVELOPER'S EXPENSE PRIOR TO THE EQUIVALENT TEST RESULTS SHALT. NOT BE OLDER THAN PRIOR TO THE START OF ANY EARTHWORK, THE SUBDIVIDER UNDERGROUND UTILITIES AND PIPEUNES ALL EXISTING INSTALLATION OF BASE OR PAVING. SIX (6) MONTHS. ALL OTHER TESTS RESULTS SHALL BE 2. IMPROVEMENTS SHALL BE IN ACCORDANCE WITH STATE OF FENCING, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT N NO OLDER THAN ONE (1) YEAR. SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY 3O. ALL PERMANENT STRIPING AND MARKING SHALL. BE LLL111 � $.. RETURNS; SEE CITY OF BAKERSFIELD DEVELOPMENT STANDARDS, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS ttu s THERMOPLASTIC PAINT IN CONFORMANCE WITH CALTRANS SPEC. 5.C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN CURRENT EDITION, AS MODIFIED AND DETERMINED APPLICABLE OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED 8010-21C-19. ALL TEMPORARY STRIPING AND MARKINGS NOT IN ACCORDANCE WTH CALIFORNIA TEST 367. LABORATORY BY THE CITY/COUNTY ENGINEER. BY THE DIRECTOR.. STRUCTURES, POLES, PIPELINES, CONDUCTS, CANALS AND THEIR ULTIMATE LOCATION SHALL BE WATERBORNE PAINT:: TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL APPURTENANCES, WHICH ARE CONSIDERED TO BE OBSTRUCTIONS 4. WHERE PROPOSED IMPROVEMENTS CONNECT TO EXISTING BY THE CITY ENGINEER, SHALL BE RELOCATED AT THE EXPENSE BE SUBMITTED PATH THE MIX DESIGN ALONG WTH THE 3. ALL STREETS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 31. NOTE FOR 95% COMPACTION FULL PAVEMENT SECTION TO AT THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE VERTICAL), SIZE AND TYPE OF THE EXISTING FACILITY. SHOULD TRAFFIC INDEX ASSHOWN ON THE TYPICAL CROSS --SECTIONS. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS LEAST 1.0 FOOT UNDER AND EACH SIDE OF CROSS GUTTERS AS DETERMINED BY ASTM D2041. THE ASPHALT B DIRECTED BY THE CITY ENGINEER IN ORDER TO PROVIDE A SAFE, ' AND COMMERCIAL DRIVE APPROACHES. CONCRETE MIX SHALL MEET THE REQUIREMENTS OF 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM TR' VALUE SECTION 39-2.02, "AGGREGATE', OF THE STANDARD AS SHOWN ON TYPICAL CROSS-SECTIONS. SHOULD FURTHER 32. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE TESTING SHOW A LOWER V VALUE OF THE ACTUAL IN PLACE - SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN DATA SUBMITTED SHOWS THAT THE MATERIALS ARE MATERIAL, STREETS SHALL. BE REDESIGNED ACCORDING TO THE IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS LOWER 'R' VALUE. REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS APPROVAL 10 DAYS PRIOR TO PAVING. OLD. THE CONTRACTOR SHALL BEAR ALL THE COSTS 5. ANY LAYER OF 'R' VALUE MATERIAL SPECIFIED IN THE TYPICAL 33. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM ASSOCIATED WITH THE. ASPHALT CONCRETE MIX DESIGN. CROSS-SECTION MAY BE INCREASED IN DEPTH PROVIDED THAT THE MATERIAL ABOVE THAT HAS NO LESS THAN THE MINIMUM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO THICKNESS SHOWN. THE WORK IN THE EXISTING PUBLIC RK;}HT-OF-WAY. TO EXISTING PAS SURFACES, THE EXISTING PAVEMENT SHALL BE ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR 6. IF APPROVED IN WRITING BY THE DIRECTOR,. AN ALTERNATE (FOR TRACTS NINTH PRIVATE STREETS, PARCEL MAP PERPENDICULAR TO THE CENTERUNE OF THE STREET, AND AT PAVEMENT DESIGN USING CLASS III AGGREGATE BASE AND A IMPROVEMENTS, OR PUBLIC TRACTS IWTHOUT RECORDED MAPS.) THE MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING THICKER A.G. SECTION MAY BE USED EDGE OF PAVEMENT, 34: MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF 7. ANY WORK WHICH AFFECTS. ANY EXISTING CITY MAINTAINED WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS ROAD OR THE TRAFFIC THEREON SHALL BE COMPLETED WITHIN BEHIND THE SIDEWALK WHETS THE MAXIMUM SLOPE SHALL BE TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT 20 WORKING DAYS FROM START OF WORK. 2% ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF BEHIND THE SIDEWALK OF, OTHER METHOD TO PREVENT EROSION SECTION 39-4,01, "SUBGRADE; OF THE STANDARD 8. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE ONTO THE SIDEWALK. SPECIFICATIONS SHALL BE MET. GUTTER FLOWUNES (INVERTS). 9. MAXIMUM PLUS GRADE TOLERANCE FOR A.B, A.S.8./ AND O.G. SHALL BE 0.05 OF A FOOT. 10. PORTLAND CEMENT CONCRETE SHALL BE CLASS 8 UNLESS OTHERWISE INDICATED. NOTES FROM THE EN[,YNcra• . 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. 11. PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY 2. THE LOCATION OF EXISTING UTUTIES AND UNDERGROUND 6/25/19. DEVICES (NOT SHOWN ON THESE PLANS) SHALL BE INSTALLED PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE [DRAFTER LE: TO PLAN APPROVED BY THE CITY OF BAKERSFIELD ENGINEER. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL 3642400STIR NO.; EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE 12. STREET LIGHTING SHALL BE INSTALLED AND A MEANS PROVIDED COMMENCING WORK, HE AGREES TO BE FULLY RESPONSIBLE FOR 0 TO CONTRACT FOR PUBLIC UTILITY SERVICE AND MAINTENANCE. ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE. TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL 13. PRIOR TO THE START OF ANY EARTHWORK, THE SUBDIVIDER UNDERGROUND UTILITIES AND PIPEUNES ALL EXISTING SHALL OBTAIN A GRADING PERMIT AS REQUIRED BY CITY IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTERS, a ADOPTED U.B.C. (MODIFIED) AND GRADING ORDINANCE. FENCING, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT N � w m SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE 14. WHEEL CHAIR RAMPS SHALL BE CONSTRUCTED AT ALL CURB CITY/COUNTY ENGINEER. - LLL111 � $.. RETURNS; SEE CITY OF BAKERSFIELD DEVELOPMENT STANDARDS, ttu s AS DIRECTED BY THE ENGINEER. 3. THE. CONTRACTOR SHALL REMOVE OR RELOCATE ALL S OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED 15. All EXISTING FACIUTIES, INCLUDING BUT NOT LIMITED TO BY THE CITY/COUNTY ENGINEER. STRUCTURES, POLES, PIPELINES, CONDUCTS, CANALS AND J APPURTENANCES, WHICH ARE CONSIDERED TO BE OBSTRUCTIONS 4. WHERE PROPOSED IMPROVEMENTS CONNECT TO EXISTING BY THE CITY ENGINEER, SHALL BE RELOCATED AT THE EXPENSE FACILITIES, THE CONTRACTOR SHALL, PRIOR TO BEGINNING OF THE SUBDIVIDER. CONSTRUCTION VERIFY THE LOCATION (HORIZONTAL AND U VERTICAL), SIZE AND TYPE OF THE EXISTING FACILITY. SHOULD 16. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS THE ACTUAL LOCATION, SIZE OR TYPE DIFFER FROM THAT B DIRECTED BY THE CITY ENGINEER IN ORDER TO PROVIDE A SAFE, SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE CONNECD TO THE EXISTING STREET PAVEMENT. - ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. 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 DRECTED BY THE CITY ENGINEER, IN ACCORDANCE WITH THE PROVISIONS IN SECTION 37 'BITUMINOUS SEALS" OF THE STANDARD 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 PAVEM€NT. 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-69. 21. WHEREVER `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 -12.. 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 AND 'S' IN CURB FACE OVER EACH SEWER LATERAL 5. CONTRACTOR AGREES THAT HE STALL ASSUME SOLE AND COMPLETE RESPONSIBUTY FOR JOB SITE. CONDITIONS DURING THE HOURS OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONAL PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, 6, 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. 7. CORNERSTONE ENGINEERING INC. SHALL NOT BE RESPONSIBLE OR UABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY CORNERSTONE ENGINEERING, INC.. C.O.B.ASPHALT CONCREJE 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 SECTION 39, "ASPHALT CONCRETE," OF THE CALTRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE 8 (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE 26. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED SHALL BE PG 64-10. PERFORMANCE GRADED ASPHALT, UNLESS ON POSTS WITH HAWKINS M2G SERIES BOLT AND OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER VANDAL -PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG INSTALLED PER SID. T-2 SHALL BE LOCATED WITHIN 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE SIDEWALK 6" FROM BACK. DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE 27. AN OPEN STREET PERMIT FOR EACH PHASE SHALL BE FOR 'STEAM -REFINED PAVING ASPHALTS," IN OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS SECTION 92-1.02, 'GRADES," OF THE STANDARD DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED WITHIN SPECIFICATIONS, EXISTING ACCEPTED, STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE. AS REQUIRED SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 28. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, CURRENT EDITION, APPLY TO THESE PLANS: ST -1, CURB AND GUTTER ST -9, STANDARD 6.0' CROSS GUTTER ST -10, CURB RAMP ST -11, PAVEMENT, PATCHES ST -12, TRENCH BACKFILL AND COMPACTION REQUIREMENTS ST -13, STANDARD STRUCTURAL PAVEMENT SECTION 4, THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5.. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALT. SUBMIT THE FOLLOWING FOR THE. CITY ENGINEER'S REVIEW AND APPROVAL 5.A. A LIST OF AGGREGATE AND ASPHALT SOURCES 5.8, DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE & THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBUC TRAFFIC, CARE SHALL BE TAKEN. TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS SOF CONSTRUCTIONS. 9, PAVING JOINTS SHALL MATCH TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM. SMOOTH, TAPERED CONNECTIONS. M WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PURUC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE. THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS MEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM: THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE 'DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE N -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAT 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 UNTIL THE CONTRACTOR HAS N01TED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION E EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT STALL BE REMOVED AND REPLACED WNH 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, A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR 16.& ASTM D1I88 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. 17, IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT' OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE UNE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERUNE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, `CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REANENATING AGENT OR ASPHALTIC 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 "GREENBOW. BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE 'GREENBOOK ...... WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF 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 SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE 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 FEET 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 FEET ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. SPECIAL NOTE. 1. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (811) 2. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 3, INSTALL BLUE MARKERS AT CENTERUNE FOR FIRE HYDRANT LOCATIONS. 4. STREETLIGHT LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS, 5, ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBUC WORKS WALL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 6. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET UGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 7. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NU) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWIRCB ORDER NO. 2009-OD9-DWQ AS AMENDED BY ORDER 2010-0014-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE. WITH THE GENERAL PERMIT REQUIRES -THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS, WASTE DISCHARGE IDENTIFICATION (WIND) NUMBER 5F15C386439 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. - RECORDS NO, (0.1- �J,; A F mRR m z � ►ii � v i�IoJ�yy�¢ 11 W m w z F- p Z H �Z w ..J uj m® -N Q Z 8 CKED BY: c3 E: 6/25/19. BOB [DRAFTER LE: AS SHOWN P, NO: 3642400STIR NO.; 364-24-00 C-1.1 Ln SHEET 2 OF 8 0 z o� a Z N � w m N M W y �bv q LLL111 � $.. Z:5 ttu s J S c� Z J V O U F mRR m z � ►ii � v i�IoJ�yy�¢ 11 W m w z F- p Z H �Z w ..J uj m® -N Q Z 8 CKED BY: DGW E: 6/25/19. BOB [DRAFTER LE: AS SHOWN P, NO: 3642400STIR NO.; 364-24-00 C-1.1 SHEET 2 OF 8 TAFT HWY a \l q - ��� EP, MATCH - STA 2+14.55. 0OIT' FS 343.58 BEGIN SAWCUT, MATCH^ FS 343.66 EXI EDGE OF PAVEMENT FS 34410 FS 34473 � z FS (344.15) N BE REMOVED FS (344,58)-\�m «, FS .(344.11) uM";, FS (344.22) - �� I FS (6":wFS (34 TAFT HWY=O+OO.W > ~ern sr3.aa z< o; 343.42 343.57 RIGHT OF LEGEND Carve B JI Radius 343.57 RIGHT OF LEGEND Carve B Length Radius -W12- EXISTING WATER MAIN & SIZE FS 344.15"., NEW FENCE. LINE -S12- EXISTING SANITARY S PIPE & SIZE 31 A2 NEW FIRE HYDRANT -D12- EXISTING STORM DRAIN PIPE & SIZE. ® NEW WATER VALVE 23, EXISTING POWER POLE ® NEW WATER METER -- -. EXISTING TELEPHONE LINE G.M. NEW GAS METER - OE - EXISTING 0 S G VERHEAD. ELECTRICAL UNE 2.0% NEW STREET LIGHT - G - EXISTING BURIED GAS PIPE FL = PROPOSED GRADIENT -FLOWLINE - TV - EXISTING BURIED CABLE TV FS = FINISHED SURFACE C -:F- EXISTING TELEPHOW POLE W/GUY WIRE FG _ = FINISHED GRADE s FP = FWISHED PAD EXISTING UTILITY VAULT INV = INVERT OF PIPE O EXISTING STREET IJGKT TC = TOP OF CONCRETE a EXISTING STORM DRAIN MANHOLE TO; P = TOP OF GRATE = TOP OF PAWMETNT (Z1 EXISTING SEWER MANHOLE GH = GRADE BREAK FS EXISTING SEWER CLEANOUT LS = LANDSCAPE EXISTING FENCE UNE SR ECR = BEGIN CURW RETURN = END CURVE RETURN WWND PROFILE45 OF STINE EXISTING FIRE HYDRANT PIRG = POINT OF REVERSE CURVE EXISTING WATER VALE CiD.& = CITY OF BAKERSFIELD Q EXISTING WATER METER 35'L 351? - DISTANCE LEFT OF IENTERLINI = DISTANCE RIGHT OF CENTERUR ® o EXISTING GAS METER VPI - VERTICAL POINT OF INTERSECI l ory 0I'l EXISTING TWO POINT LP =POINT = t POINTINTERSECTION 303 EXISTING CONTOUR W/ELEVATIXN HP = Bf�GIN POINT F5 B1 FS 344.24) CURVE i-303-/ FINISH GROUND CONTOUR W/ELEVATION EVC = END VERTICAL CURVE STREET R POVC = POINT ON CURVE---- fW BC = BEGIN CURVEVERTICAL -W12- NEW WATER UNE & SIZE EC = END CURVE -Si NEW SANITARY SEWER UNE & SIZE CL EX = CENTERLINE = EXISTING -D72- NEW STORM DRAIN UNE & SIZE 2+00.00E = MWCTION OF STATION LABEL ® NEW WATER VALVE. PIP - PROTECT IN PLACE Q1 AP = ANGLE POINT 348 346 344 342 In GRADED SWALE-._,E_143 7? 343.75 344,30 r FS \ ^ q FS 34436 ADDITIONAL R/W TO 8€ _ t DEDICATED PER a t DOG #i}!�b>Keu► Zt' RIGHT-OF-WAY DEDICATION SHALL RECORD PRIOR TO NODCE OF COMPLETION RECORDATION FS (344.14) 2 _ t I I UA. ,.2+79.63: 0.00'. FS 344.41 SAWCUT, MATCH STINE ROAD I i FS 344.95 (344.24) FS(344.T42 j �� FS (34€.41) SFS 34461 0 H / MATCH r:..s FS (344.94) o FS (345,14) y (34487) FS (345.01) FS (345,07) FS ( 5.11)-- FS (345.27)-� rr r SAWCUT AND REhOVE ; "`+ 76 LF OF CURB AN GUTTER SkIk �N O1 7 r I c,1 STA. 4+54.15. 41 r' 7 BCR 5 BEGIN CuRBIWTi'ER,. MATCH ` .) WRBfGUTTDR, MATCH 6 ECR, MATCH BEGN CURB/CUTTER, MATCH FS 344.49 73 9M - TA: 3+7138. 65. 3 C Ri _ TSTA: 4+5��8�8�� ECR OR - INE ROAD STA: 0+0.00 TO 6+50.00 SEE DETAIL 1 ON THIS SHEET PAVING SECTION - TRAFFIC 1NMX = 8.5, "R" VALUE = 16, INSTALL 0:45 TYPE 8 AC/ 1.75' AS / 0.5' NATIVE SOIL COMPACTED TO 95% M.D.D. SEE SHEET C-3.0 FOR PROPOSED STRIPING rFS (344.21) TC (344.46) Carve B Length Radius r. 341 FS 344.15"., 20.00 90.00 - C, FS 344. 31 A2 MATCH 90;00 a 0T93 Q. 44.Q0 TC 344.05 344,05 TC 344.15 EL344.11 6a� FS 344.56 ._ D> rr - FS 344.15. M E344.03� FS (344.51)- F'S 344.54 x r 1 _ = - - MATCH-_ R� O jg s `v c0 Z F ROAD TC 344.58 --- -' TC DF ROAD _ FS 344.59 I FS 344.56 - �'-�. FS .-. - - TC 44.69 WWND PROFILE45 OF STINE FS (344.70) FS 34419M:A � TC...�H_. T . m PER ON SITE 1 - TC 344.66 64 T4 GRADING PLANS r FS 34418 x} FS 344.66 FS EDGE OF PAVEMENT /-FS 344,79 BE REMOVED FS (345., 51[6i FS 344.38 MATCH j FS FS LSTA 4+97.02 45.D0'R „ END CURB/GUTTER, MATCH LNr---- RIGHT #WAY jX_ x x a FS (344.33) MATCH ti 25 TC 345.01 FS 344.51 DETAIL 1 SCALE 1" = 5'-0" TO 344.79 FL 344.29 - Carve B Length Radius Delta 341 FS 344.15"., 20.00 90.00 - C, FS 344. 31 A2 �. 0 90;00 .-. _ _ TC 344.15 EL344.11 6a� M 61 P %> FS 344.15. M E344.03� w " -344:Q8`�-✓ ;z 1 _ = FS 344.60 R� w jg s `v c0 Z 16 O TC 44.69 WWND PROFILE45 OF STINE FS (344.70) FS 34419M:A � TC...�H_. T . m - TC 344.66 64 T4 a r FS 34418 x} FS 344.66 t TI F5 FS 344.24) RICHTOFWAY cn '; N� p --._.,_ WRB & GUTTER PER. - Tom- ON-SITE GRADING PLANS ti 25 TC 345.01 FS 344.51 DETAIL 1 SCALE 1" = 5'-0" TO 344.79 FL 344.29 - U+w 1+UU WIND] 2+50 1'1 3+50 4+50 13]11111 345.27 FS 345.40 FS (345.77)1 ,FS CONSTRUCTION NOTES 1 INSTALL. CURB & GUTTER TYPE 8 PER 'ST -1' OF THE :PROPOSED C.O.B. Q SUBDINSION DESIGN STANDARDS, INSTALL 5.5' V 4' THICK SIDEWALK PER THE. PROPOSED C.D.B. STANDARD ST -5 �. INSTALL STANDARD WHEEL CHAIR RAMP PER CASE G OF CALTRANS RSP V A86A, # INSTALL STANDARD WHEEL C14ADR RAMP PER CASE CM OF CALTRANS RSP A888. SAWCUT EXISTING PAVDANIT PER G6.8. STANDARD ST -11 CONSTRUCT STANDARD T2' CROSS GUTTER PER C.O.B. STANDARD ST -3 N1 PEW AC PAVEMENT ..Curve Table... Carve B Length Radius Delta C1 3142 20.00 90.00 C2 31 A2 EXISTING GROUND PROFILE ALONG CENTERLINE OF STINE RD 90;00 �L SII 6a� M 61 Q M w " ;z 12- R� w s `v c0 Z O EXISTING ALONG CENTERLNE WWND PROFILE45 OF STINE -M�+ m RD�_- r } cn '; N� p Tom- Q1 �- 2OA7% . . _ -._ I ( STA: 3+57.3 EXISTING EAST FLOWWNE -PROFILE i0 45R PROPOSED EAST FLOWI.INE _. PROPOSED EAST FLOWLNNE 422.38 PROFILE 45'R PROFILE ® 46R STA: V: 344.13, MATCH _ EXISTING EAST FLOWUNE -- 7.90' 12.55' 1255' TSO CR PROFIE 0 45'R ON CURE ON CURVE _ PROPOSED EAST FLOWN€ PROFILE M 451? U+w 1+UU WIND] 2+50 1'1 3+50 4+50 13]11111 345.27 FS 345.40 FS (345.77)1 ,FS CONSTRUCTION NOTES 1 INSTALL. CURB & GUTTER TYPE 8 PER 'ST -1' OF THE :PROPOSED C.O.B. Q SUBDINSION DESIGN STANDARDS, INSTALL 5.5' V 4' THICK SIDEWALK PER THE. PROPOSED C.D.B. STANDARD ST -5 �. INSTALL STANDARD WHEEL CHAIR RAMP PER CASE G OF CALTRANS RSP V A86A, # INSTALL STANDARD WHEEL C14ADR RAMP PER CASE CM OF CALTRANS RSP A888. SAWCUT EXISTING PAVDANIT PER G6.8. STANDARD ST -11 CONSTRUCT STANDARD T2' CROSS GUTTER PER C.O.B. STANDARD ST -3 N1 PEW AC PAVEMENT ..Curve Table... Carve B Length Radius Delta C1 3142 20.00 90.00 C2 31 A2 2A.flb 90;00 J 348 348 0 a© 98 346 Z U=) a3p eiy LLJ 344 W' Z Q©;ffvt 342 Z jys -0 .. < z DESIGNER: ,EM 340 .. CHECKED BY: DOW DATE: 6/25/19 GRAPHIC SCALE DRAFTER BDB 20' 0' 20'. SCALE, AS SHOWN HQRl21"=20' COMP. NO: 3642400_ IR VERT:1°=2' JW NO.; 3t"s4-24-01 rr}} //�� SHEET CF[Y RECORDS NO. (p , '1, - ( L .4 OF 8 c� a �L SII 6a� M 61 Q M w " ;z 12- R� w s `v c0 Z O 348 348 0 a© 98 346 Z U=) a3p eiy LLJ 344 W' Z Q©;ffvt 342 Z jys -0 .. < z DESIGNER: ,EM 340 .. CHECKED BY: DOW DATE: 6/25/19 GRAPHIC SCALE DRAFTER BDB 20' 0' 20'. SCALE, AS SHOWN HQRl21"=20' COMP. NO: 3642400_ IR VERT:1°=2' JW NO.; 3t"s4-24-01 rr}} //�� SHEET CF[Y RECORDS NO. (p , '1, - ( L .4 OF 8 �L SII M Q M 12- 348 348 0 a© 98 346 Z U=) a3p eiy LLJ 344 W' Z Q©;ffvt 342 Z jys -0 .. < z DESIGNER: ,EM 340 .. CHECKED BY: DOW DATE: 6/25/19 GRAPHIC SCALE DRAFTER BDB 20' 0' 20'. SCALE, AS SHOWN HQRl21"=20' COMP. NO: 3642400_ IR VERT:1°=2' JW NO.; 3t"s4-24-01 rr}} //�� SHEET CF[Y RECORDS NO. (p , '1, - ( L .4 OF 8 RIBBON MASS DR LEGEND NEW FENCE UK —W12 - EXISTING WATER MAIN & SIZE r FIRE HYDRANT 512— EXISTING SANITARY SEWER PIPE & SIZE NEW D12 — EXISTING STORM DRAIN PIPE & SIZE N WATER VALVE £ Vi : i x - .,r _ .. _ _. _ `% EXISTING POWER POLE NEW GAS METER -- -'`� -- - � - - �t°:— ONE UNE G,M. EXISTING EDGE O PAVEMENT EXISTING RIGHT TURN T — EXISTING TELEPHONE `I i NEW STREET LIGHT EXISTING CROSSWALK ARROW TO REMAIN „-- OE — EXISTING OVERHEAD ELECTRICAL LONE TO REMAIN - .— 'G -- EXISTNG BURIED GAS PIPE — TV --- EXISTING BURIED CABLE TV C o EASING TELEPHONE POLE W/OUY ORE FFG EXISTING STRIPING EXISTING STRIPING TO REMAIN L5K EXISTING UTILITY VAULT INV - - __- TO BE REh10VEDTo EXISTING STRIPING TO 8E REMOVED CD EXISTING STREET LIGHT -_ RIBBON GRASS DR STA 12+91.28 EXISTING STRING Cu3 EXISTING SDRAM MANHOLE p f�TO BE REMOVED (S} EXISTING SEWER M.4NHOlE � ,.,^.,....., a,...»...:.W::. ..............._ .�.r>,.... .,,"" N..,�..:�;::;,,;.,.__.. ;, 0 EXISTING R CLEANOUT _. BCR EXISTING TAPER STRIPE TO - EXISTING: FENCE LINE ECR BE REMOVED EXISTING FIRE HYDRANT PRG - FS (347.00) FS (347.08). EXISTING LEFT TURN ARROWS TO REMAIN - ' , _.. EXISTING WATER VALVE C.O.B. a 1 00 -.- It _ 12 _ - 13 00 FS (347.66)-_N034'25"E 14I!- T EXISTING. WATER METER VR Fs {347.34) - STINE ROAD FS (347,65) G EXISTING GAS METER VPI 5 FS (346.69) FS (346412) FS (34Xt6) �^ `' ti°�' PT _ — — _ EXISTING CROSSWALK r EXISTING CHANNELIZERS TO BE REMOVED (TYP), , .yo EXISTING TOPO POINT LP SAWCUT AND REMOVE w----- �`" -== _ ,.,`- ____--_�_ .�•,�_.-_ } � T4 BE REMOVED -^� - - SAW -CDT AND REMOVE aoa ✓ EASING CONTOUR W/ELEVATK N = EXISTING TAPER STRIPE 10 EAST OF CENTERLINE .- ±87 LF OF CURB AND GUTTER' FS (347.26) BVC ".. 65 LF OF CURB AND GUTTER BE REMOVED — ._ 347. Z� ,„„........,w--•m----N-w MATCH INSTALL 3 TYPE OM2 -2V OBJECT rw3-�' FNLSH GROUND CONTOUR W/EJ_EVATION g . f = MARKERS WITH OMI -3 MARKER - POW. - �.....� „j} .. +w ... �. ,... Tc�i .i.w. nlni..... �...�•,.,.�.�-..,� ,,.m.. -. ! MATCH -'--- STREET R/W BC. s „"""""�"""- r5 PER C.O.B. STANDARD T-299 EC "' ' s,•- ®, ' .•. .�...� �. 'O x - - _ - ., ., .. —W12— NEW WATER LINE & SIZE CL —S12— N SANITARY SEWER LINE & EX _„,,,_,_,..�,•- STA_ 1 EXISTING EDGE OF PAVEMENT I —D12— NEW STORM DRAIN UNE. & SI SIZE2+ OOE _ BCR, MATCH fCR, MATCH --ZIM 'm _._.. — — —Z 4M —. > M _ _,..�- ._.,_ ._.... ...-... Z--..,�—Z 6M .— _ — — Z CM —. -.... r� NEW WATER VALUE. AP 5PIP- msw- — —ZIM— — — C 345,62 \1 L_x —x —x —x —, PER ON-SITE ------"---- ---\+ GRADING PLANS i 350 gm 344 342 ZIT EASEMENT TO BE SEE DETAIL 2 ON q #m r a re ,' .ice• PEDESTRIAN DEDICATION SHALL RECORD �RIOR TO NOTICE OF COMPLETION ORD r 'SFS 34572 4S 34574_/ GB 41 Q FS 345,1 its4 N2� � EX RAN 4 c 348.17 T TC 346.23 JC 346,19 FS 345.69 TC 346 25 T / z FS 34&75 f NEW R/W �s S ` a P\ If/ 11441{ 4R/ TC 345.37 %l FS 345.67 TC 346.65 FS346.115 DUAL 2 SCALE 1" = 5!-0' .. RIGHT OF WAY- �r> STA: 9+50.00 TO 14+25.00 PAVING SECTION TRAFFIC INDEX - 8.5, "R" VALUE = 16, INSTALL 0,45 TYPE B AC/ 1.75 AS { OS' NATIVE SOIL COMPACTED TO 95%. M.D•D• SEE SHEET C-3.0 FOR PROPOSED STRIPING TC (346.15) ITCH........ * j. 4.::•.._ ADDITIONAL R/W TO BE DEDICATED PER SEE DETAIL 3 ON SHEET 0-2.2 DDC #4.ZZi®^jloOD'.� RIGHT-OF-WAY DEDICATION SHALL RECORD PRIOR TO NOTICE OF COMPLETION RECORDA710N ,>:K — _ _ _ BE RELOCATED [345.64 fS 346.13 ,77, FS (346.23) 0 O O , too 25% `r' yy}}• } MATCH 00, 1 _----- �rIS rS r. $ 0:14% P„.-.._. . OAS% °�' `" —e^o 0:1..5% aT 0.44 - ail RIGHT OF WAY �? N �_... .. 0.1 , 035%a32% i S V- 345,65. E(X2 MATCH 18Y ��,. _ EXISTING EAST PROFILE .. - .. EXISTING. EAST FLOWLINE - PROFILE W 42'R7.90' - ITCH........ * j. 4.::•.._ ADDITIONAL R/W TO BE DEDICATED PER SEE DETAIL 3 ON SHEET 0-2.2 DDC #4.ZZi®^jloOD'.� RIGHT-OF-WAY DEDICATION SHALL RECORD PRIOR TO NOTICE OF COMPLETION RECORDA710N ,>:K — _ _ _ BE RELOCATED UC= 1u+Du n+uu n+x1 IZ+Du _QT 1=1 nwi 1k] 1Z+50 13+uu 350 Em 346 344 342 CONSTRUCTION NQLES 1 INSTALL CURB & GUTTER TYPE 8 PER "ST -1` OF THE PROPOSED C•0,8. SUBDIVISION DESIGN STANDARDS. INSTALL 5.5 MDE, 4" THICK SIDEWALK PER THE PROPOSED C.O.B. STANDARD ST -5 INSTALL STANDARD WHEEL CHAIR RAMP PER CASE G OF CALTRANS RSP m. ill INSTALL STANDARD WHEEL CHAIR RAMP PER CASE CM OF CAf."$ RSP V.f ABBB. V SAWCUT EXISTING PAVEMENT PER C.O.B. STANDARD ST -11 C'x CONSTRUCT STANDARD 17 CROSS GUTTER PER C.O.B. STANDARD ST -3 V :NEW AC PAVEMENT 1: , , too 25% °' '"' 0.24% yy}}• } - I 1 EXISTING GROUND ALONG CENTERLINE PROFILE OF SBNE rS r. $ 0:14% P„.-.._. . OAS% °�' `" —e^o 0:1..5% aT 0.44 - "" y�p.. "r '� } ti 0.16% 0.30%.. �? N .. 0.1 , 035%a32% i V- 345,65. E(X2 MATCH 18Y ��,. _ EXISTING EAST PROFILE .. - .. EXISTING. EAST FLOWLINE - PROFILE W 42'R7.90' - - FtOiMift2E Q 4212 I ON CURVE --'----- ( �. 7.90' ON CURVE ---- -----_. —__.._._- X90' ON CURVE 1255' 12.55' ON 7.90' CURVE ---.. t2.55' _ ::I '.12.55, -- -i I I PROPOSED EAST FLOWUNE PROFILE 0 42'R - —. PROPOSED EAST FLOWUNE PROFILE 0 42'R. UC= 1u+Du n+uu n+x1 IZ+Du _QT 1=1 nwi 1k] 1Z+50 13+uu 350 Em 346 344 342 CONSTRUCTION NQLES 1 INSTALL CURB & GUTTER TYPE 8 PER "ST -1` OF THE PROPOSED C•0,8. SUBDIVISION DESIGN STANDARDS. INSTALL 5.5 MDE, 4" THICK SIDEWALK PER THE PROPOSED C.O.B. STANDARD ST -5 INSTALL STANDARD WHEEL CHAIR RAMP PER CASE G OF CALTRANS RSP m. ill INSTALL STANDARD WHEEL CHAIR RAMP PER CASE CM OF CAf."$ RSP V.f ABBB. V SAWCUT EXISTING PAVEMENT PER C.O.B. STANDARD ST -11 C'x CONSTRUCT STANDARD 17 CROSS GUTTER PER C.O.B. STANDARD ST -3 V :NEW AC PAVEMENT GRAPHIC SCALE' 20` 0' 20' HORIZ:1^=20• VERT,1"-Z v Q Z DGW JOB NO.; 364-24-00 sHEEr C-2.1 4 IOF $ 1: , GRAPHIC SCALE' 20` 0' 20' HORIZ:1^=20• VERT,1"-Z v Q Z DGW JOB NO.; 364-24-00 sHEEr C-2.1 4 IOF $ 55'— GRIND EXISTING PAVEMENT ' 1' NIDE x 0.7. IN DEPTH AND AS DIRECTED BY THE ENGINEER I EP 37.25' EXISTING GROUND 20 Hi 55' I EX, ....10• 30, RIW IS, zo� ma 4:45' TYPE "B' ASPHALT CONCRETE OVER 1.75' CLASS 11 AGGREGATE BASE OVER 0.50' NATIVE GROUND COMPACTED TO 957 RELATIVE COMPACTION (TYPICAL) 1 STINE ROAD CROSS-SECTION 1 Scab. NTS TRAFFIC INDEX = &S, *R" VALUE =. 16 E 5.5' *AR% TO MATCH GROUND \COMBINA11ON SIDEWALK PER C.O.B. ST -5 COMPACT UNDER SIDEWALK 4` MIN. TO 957 MAX. DEWJTY (TYP.) TYPE "B" CURB AND GUTTER PER G.O.B.. ST -1 COMPACT UNDER CUM AND GUTTER 6' LIN, TO 957 (TYP.) PROPOSED R/W liRJW d 55' 55'. I f I k 1 43:5' _. ID' —'^' VARIES 45"-.49' '-� R' 1 ----- VARIES 41'-44' EXISTTNG GROUND 2,07 MIN. . 10% N I. GRI+!? EXISTING PAVEMENT 12' WIDE V -GUTTER PER C.0,8. -1" WOE x 0.2' IN DEPTH STANDARD ST -3, AND AS DIRECTED BY THE ENGINEER COMPACT UNDER 6` MIN. GUTTER TO 957 (TYP.)- ti\ 0.45' TYPE "B" ASPHALT CONCRETE OVER 1.75" CLASS II AGGREGATE SASE OVER 0.50' NATIVE GROUND COMPACTED TO 957 .RELATIVE COMPACTION (TYPICAL) STRIVE ROAD CROSS-SECTION 2 Scale:NTS TRAFFIC INDEX = 8.5,. "R" VALUE. - 16 CONSTRUCTION NOTES 1 INSTALL CURB & GUTTER TYPE B PER 'ST -1 OF THE PROPOSED C.08. SUBDIVISION. DESIGN STANDARDS. i f INSTALL 5.5' WIDE. a THICK SIDEWALK PER THE PROPOSED C.0,8, STANDARD ST -5 INSTALL STANDARD WHEEL CHAIR RAMP PER CASE G OF CALTRANS RSP LTJ AUX Q INSTALL STANDARD WHEEL CHAIR RAW PER CASE CM OF CALTRANS M ADB: 5 SANGUT EXISTING PAVEMENT PER C:O.B, STANDARD ST -11 © CONSTRUCT STANDARD 12' CROSS GUTTER PER CO.B, STANDARD ST -3 NEW AC PAVEMENT C-2. ® A eo 'APA 8 C-2. OF 8 m v r -'— t i o o - T( q STA, 3-1 laoal C> D z7e { a3s Lf) z a STA: x}62.74. 12 KL BEGINSi12#PIfitG, MATCH EXISTING 0-276 (±265 LF). / F?1D TRANSITICN �i s'wm�h F it.v.. .. ..- t ..vr , ..., >lY.... / ,..'. '..., s n v u e: '} IJ J. • r -Y x. 'a % :. v... ., .- ".m r Via, r`/.fr�3i��$1.. -. � V h ,.., v , .:...J n? _r w .. Y.. ._ t.-. ".K ,w —�- u� 'u ..�.. .. .., ..,. _ a..„. ,, ..,�. 3 ___ . k',wµe, ,.... .... .:., •... ,, a- ,..+. ,.,„: ,,. S _ ..Yr �._. F ..F c,i .� I. ,, .. .: ,.. .,... ,� . w r..:.'.A. ,�s4:,.,aa:.i... ,.... i ., ..,.. ..,r. ;:.n. r^�f' vi ... '�?<¢..._ I _ ,”, D-21 W0f LFj END 7RAN51TION” D 31 (. -A ho -1 4+00 }'O.__ _.._.._:_ 5t1W - _ _.._ _, 6i140 W -, -- },.,.,-..^^^. ;. - ,� ,".'„%�' "'✓,=�'s^ rte`"` -. - - -` STA: 0447 66. 0.AY'R - „ m a BEGIN TRANSITION D ±147,V) 7$'` xx r - „;rte U x Fa 2 sSTRIPNG , A. EL+47,1% Sign ND TION -31 I CY3 ..� .. w _ TRANSI D' 31 (±336 LF) I i y STA: 0+67,21, 1240'Rf D-21 (±301 LF) 1d BEGIN STRIPING, MATCH EXISTING vow, w x- I� - — — nm--- -Z Ii---- — Z .M --,. .-,.... <, — "--,Z.LM TM - - _ ,' tl `,,, Y; ' Z iM �-- - Z iM 1 ( p� _ rrY 004 MNEROAD z E U a PROPOSED SING w Z 6- ---.---,m. _... ----_ -- ----. ...--- r,, __--- ..--------- - D -27B (±341 LF) .. Q 5T IS I BEgN TRANSI%ON 0-21 (1 LF) L.i-,'r BEGIN D'21 D-31 (±159 LF) _v _ BEGIN TRANSMON Q C? a 00 8+00 Li — -— — _ — r4 D-21 (±141 LF) Li x" f17 I ��o 6EGIfi T#EArii51TiON D-31 (±159 LF)uj BEGIN D-21 , m 1� v i t.-4tiV1 v� .._.., �...-_Z.L!4l- _ _ --ZtM- .. ... ..___ _..---'ZiM- - _. _.__LTM__ m�___ ---_M - --- cC Z � h W 5$ WF0—e— LLJ Z tr? Z W W < Z CL .. LDRAFMTER :.. JEM BY: 0GW 6/25fi9 BDBGRAPHIC SCALEAS SHOWNis 6 9 s' : 36424GO-STRf IN FEET')364-24-00 1 Inch = 14 ft. SHEET £QTY RECORDS NO. . Q. 6 8 r I l/t r INSTALL R-26 l INSTALL R-26 I.II I 1 III ( I 0-38A (175 LF) D-21€(#74 ti) E III !p i 12' 13.a'.Ilfr"I 1. I if jIl 1 1 ! PANT TYPE (R) [ I I j I INSTALL R-26` it 3 f `- \H STALL R-26 ,- - tr� PAINT TYPE IV (L) ARROW --- z s / 11„1 CL r ti. I _ L r J "--.. BEGIN STRIPING , F - - — - - - .= = — _. - --- - _ - - _ _..._ r• r -��--', _,...._ - .._ _.._. �,.. _,_ _ ... 3. .-.:..•_ � � -. _.. %.:, f ......_� - ... ,- ... � f �� F �TA12+A7'�fi fi�d7: ����»"'�..` �•-•^\tel/ . �-; s BERN 5TRPiNC€XISTING ARROW TO REMAIN --_ - - _.._ - - s o- z i n ' - .. ,.... ,,, f.,, ., ..- re ✓e:,t�w, a: Fs»`e 3.?x✓AwV,rrvarvnG' gdswir�.smti�mamamwmw EXISTING cRossWAlxs - - . EXISTG BIKE LANE pp+: �. 4184' TO REMAIN GRASS DR. STA: 12+91.28: TO REMAIN 7k._3 EXISTING BIKE LANE TO REM” 1 E D sera. MATCH E)Osrnwa I ' PAINT DETAIL 29 (±150 Lf) "� .STA: 13+7.fi5. Imo. STA12+5 D-21 (±120 LF} . .1,,73. aA0 D-21 (±141 LF) 1 END sTRPaaa EASING ARROW TO REMAIN BEGIN sm�Na D-3aA (�1�o Lf} Erro sTRiPiRc M; E ARROW TO REMAIN � ,CD I. � END STRIPINGT TYPE Iv Q ARROW (TYP.) .. -- U END TRANSITION 1 I- ..,_ •�: - € _.MA"iCti EXISTS FOR PHASE LWil 1 " ....,i#J1... 11+I Be(N S} TRBiNG _,.. �0-_38. A- ( X150 tF)"tC_... _ ... I : o o _. - ---�^----- _ Q D-21 (tisD-21 {#121} BEGIN STRI MAN EXISTING MATE( EXISTING BEaN STRIPING WY 41 Lf}�} AN3N 12" WNITE CHEVRON 12' ( ^ _ __-._ -==.W_^...:.,___: __ ,-_.._ <_---__ _.:�.^_ __� =., M 1 ' + END TRANSITION PAINT LF ,<� A:::t3+36.28. 7t.40'R. i LINE 024 OC. PER CALTRANS STD A24E 12" YELLOW L44E EC, MATCH EhTSTIN� E7DSflNa EDGE LINE TO REMAIN LLu l U -i aTA- 11+3133, 34,99 R d� D --38A ±120 PER CALTRANS STD (J'? A24F D-278 (t4g LF) BEGIN TRANSOM PAINT ±111 LF OF. 1 12" YELLOW L94E PER Y`! BC PANT TYPE Iv (R) ARROW (TrP:) a D -38A {t12o �) cALTRANs sm A24F zt t t1�1 4948 zlm ZIM—.� ——Ztv*A--- �. — —. _ LM--a-Zlh0.;:i r ——_Zta,1 — _ —Zi,__ Z,hR—"— b �BEGIN STRIPING IT •+.®®e__,.�e...._�._-.._..�,.s®..r...................«..�,�«�.. __ "'# tNSTAU.k3-7 END STR PING'" -' Qr a :^ -, _ - - :ms=s x �-'.... �.. -_•- ._ - - - -- 1� A, M4PIN � aUl E 51RIPM . PAINT TYPE IV (t) ARROW... D-21 (t61 LF) SnNE ROAD PAST T'fPEry ( PAINT TYPE w1 {R} rc - -� ARRDW % ARR0W NOTE: SIGNAL DESIGN PER SEPARATE PLAN BC I D-21 (t22 tF) STA. 12+74 DO. U7, ' EC _1 T2+t7 1111 E1415 STRIPING BEGIN TRANSITION _ t - 0-38A (±150 LF) EXISTING STRIPING TO REMAIN t 11 iI I', , I 220, ATO EktS i TA• ITR W .... I END TRANSITION LLJ x a _ —_ s -- _ =mm`s .. _' •_. –_ .-w.w _ t.,.d,=-h_ ,..mmr.1'.mn_ xam,"C�_.. : ,. ' t , - - STA. 12+94,K 21La0'R END STRIPING GRAPHIC SCALE �. I( IN FEET ) 1 mch =1411 arfl RECORDS N0. (D.offsamompow 4.> rA u RLa'JiiliSi: • � t t ° • 1 i M iP �ilFY. t maw •_ r� 4d r Ld rtes _ .mss a V � k. J s U C9 Z J C7 r' -+raa'S[sl�� j�*y'�#el*a����`#iy *a6a�igAji��► � •�� � • : �• �,...� tL :FL k3 01'•""fl'^Ai'•"fA' -1I�i1 }��s1L=11=�i1r I s r I Of6W r • � •... • 'i � • r +� •r 1. iJ I Ji 11-11--'1 air -. .•.; ,. .• •• , .L. k A e • / ♦Sal m i. ,•,�; r , .. :.�. r �)'F�f +. It ., a. i_ ;ie,� , ,..• :, • . .• .,.... ... �... 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