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HomeMy WebLinkAbout1.1-6612 The PalmsBEMM EXCAVATING CALL • U5A 1-800-227-2800 SHEET INDEX OVER SHEET �2. FFSITE STREET NOTES, SYMBOLS & ABBREVIATIONS 3. FFSITE ALLEN ROAD PLAN & PROFILE 4.'(L. FFSITE ALLEN ROAD PLAN & PROFILE 5.(L FFSITE REINA ROAD PLAN & PROFILE 6. > FFSITE STRIPING PLAN 7. (L FFSITE SANITARY SEWER & STORM DRAIN NOTES, SYMBOLS & ABBREVIATIONS 8.SIT TO RAIN EN D & P ILE -=9-.- OFFSrT-E SANFARY-S-EWER.._&-ST6Rfv1---BR-AIN--ALLEN a-, �\ BASIS OF BEARING �Gr � � a PARTMENTS IL 104all , 11 THE BEARING OF N 00' 42' 49" E AS SHOWN FOR THE WEST LINE OF LOT 8 OF THE SALES MAP OF LANDS OF KERN COUNTY LAND CO. AS SHOWN ON TRACT 6129 PHASE 1, RECORDED IN BOOK 50 OF MAPS AT PAGE 64 IN THE KERN COUNTY RECORDER'S OFFICE WAS TAKEN AS THE BASIS OF BEARINGS FOR THIS MAP. LEGAL DESCRIPTION r LOT 8 OF SECTION 13, TOWNSHIP 29 SOUTH, RANGE 26 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE UNINCORPORATED AREA, COUNTY OF KERN, STATE OF CALIFORNIA, AS PER SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY, RECORDED NOVEMBER 24, 1891, IN THE OFFICE OF THE COUNTY RECORDER OF KERN COUNTY. EXCEPTING THEREFROM 3/4 OF ALL OIL, GAS, MINERALS AND OTHER HYDROCARBONSUBSTANCES WITHIN OR UNDERLYING SAID LAND AS RESERVED IN DEED OF RECORD. ENGINEER'S CERTIFICATE I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. PRIVATE ENGINEERS NOTICE TO CONTRAC THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION AT 1-800-227-2600. NOTE TO OWNER AND CONTRACTOR THESE PLANS HAVE BEEN PREPARED WITH THE INTENT THAT QUAD KNOPF WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF QUAD KNOPF, INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF QUAD KNOPF HAD PERFORMED THE STAKING WORK. SURVEYORS NOTE CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING SURVEY MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, PROPERTY, BOUNDARIES, STREETS, HIGHWAYS, OR OTHER RIGHT-OF-WAY EASEMENTS. CONTRACTOR SHALL PROVIDE A MINIMUM OF 10 WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEER/SURVEYOR SHALL COORDINATE WITH CONTRACTOR TO RESET MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771. L\Projects\2007\070098\ACAD\IMPROVEMENTS\SITE IMPORVEMENTS\OFF SITE\070098-11FF-Gl.dwg 2747 ORS OFF -SI PROVEMENTS BAKERSFIELD, CALIFORNIA n D EW NON67---6295- i3-oZ3s r 9.75 ■ L Lj { ■ Lu J' JI a s ■ uj ■ LL! t 2 � v� M ■W 3:1 TRACT 6129 KEY MAP SCALE: 1"= 200' M N co (���r sro►Js A t�o�eD ��: Z CA -C E K'c15EK.6,H- L• Got)f-EjT f;w, Crf 82 55 P 09 -50 -IG 1-1;'ojFcT >=ri G 1t -4 -FR 7/.20/ Irl Gth►��� IV �� 3 21�� �P• [2 -31-I � JCS/ �b�'- (CtE i ec ,ktt-t.Ep�ttv fjC6 OKi0. l —(800)227-2600— li VICINITY MAP NOT TO SCALE BENCHMARK ie TOP OF MONUMENT AT THE INTERSECTION ALLEN ROAD AND REINA ROAD ELEVATION = 376.35 USGS DATUM PER KCSFB 1170 PAGE 27 CITY OF BAKERSFIELD o too M J 0 0 � 0 � U TRAFFIC ENGINEER - DATE Z zS o$ ASSISTANT PUBLIC WORK6 DIRECTOR DATE CITY OF BAKERSFIELD APPROVED BY: 2�Uo 19 PUBLIC WORKS DIRECTOR - CITY OF BAKERSFIELD O RAUL M. ROJAS, R.C.E. 39880 - EXP. 12-31-09 p U z g c� o p Z v 0 li VICINITY MAP NOT TO SCALE BENCHMARK ie TOP OF MONUMENT AT THE INTERSECTION ALLEN ROAD AND REINA ROAD ELEVATION = 376.35 USGS DATUM PER KCSFB 1170 PAGE 27 CITY OF BAKERSFIELD o too M J 0 0 � 0 � U TRAFFIC ENGINEER - DATE Z zS o$ ASSISTANT PUBLIC WORK6 DIRECTOR DATE CITY OF BAKERSFIELD APPROVED BY: 2�Uo 19 PUBLIC WORKS DIRECTOR - CITY OF BAKERSFIELD DATE RAUL M. ROJAS, R.C.E. 39880 - EXP. 12-31-09 C E L S 0� Coa�ultiq && mm and Lena & v"ors of California CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH THE GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME THE SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES .AND 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. 1.1-6612 5� 0 0 0 w U 0 U)w 0 = U Z .w U W �0 V)a_ w > 0 a o rn 0 w nCD0� rn (N rn O Q Q C) co d o = Q o CD Q C) (o m w o w 00 Y J X LJ O N m~ Y I C) CL O { m Ld c } w u m 0- W 3- Of Q IL1 r a. :) Z Z <� W p .. j Lu IL Ooh V) r 0 J 0 �j I wr z. . z J; �01c:i o U.! { LL > ILL OV 1 PLOT IFS/'- ✓ I Feb -4-2008 1 1:45AM JOB NO.: 070098 FILE NAME: _ 070098 -OFF -G1 SCALE: AS SHOWN SHEET NO.: 1 OF 9 4L.4i A -i' o too M J 0 0 � 0 � U 5� 0 0 0 w U 0 U)w 0 = U Z .w U W �0 V)a_ w > 0 a o rn 0 w nCD0� rn (N rn O Q Q C) co d o = Q o CD Q C) (o m w o w 00 Y J X LJ O N m~ Y I C) CL O { m Ld c } w u m 0- W 3- Of Q IL1 r a. :) Z Z <� W p .. j Lu IL Ooh V) r 0 J 0 �j I wr z. . z J; �01c:i o U.! { LL > ILL OV 1 PLOT IFS/'- ✓ I Feb -4-2008 1 1:45AM JOB NO.: 070098 FILE NAME: _ 070098 -OFF -G1 SCALE: AS SHOWN SHEET NO.: 1 OF 9 4L.4i A -i' A.C. PAVING TESTII4G NOYES: p N\ 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR ALL LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 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 B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" 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. ASPHALT BINDER FOR TYPE B (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 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 ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN 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 DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) 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, HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED 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 HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 12. 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 CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. 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 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 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 WHEN PAVING OPERATIONS RESUME. 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 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, ` Q NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL 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 SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS o THE IN-PLACE DENSITY REQUIREMENTS. N - 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96%, 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. 0 16. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. it 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE oCONTRACTOR'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 LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT o CENTERLINE. 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 REJUVENATING 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 "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OF FINE cr GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFROMING TO SECTION 200-2.4 OF THE IL "GREEN BOOK "...WHICH ALLOWS UP TO 50% VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT -' CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED RASES SHALk NOT BE ALLOWED. AGGREGATE BASF, SHALL E CQMPACTED TO, A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: 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. SANITARY SEWER AND STORM DRAIN STANDARD NOTES 1. ALL SANITARY SEWER IMPROVEMENTS SHALL BE PER CITY OF BAKERSFIELD EXCEPT AS NOTED HEREIN. 2. DO NOT INSTALL MANHOLE STEPS IN THE MANHOLES. 3. ALL DROP MANHOLES SHALL BE OF THE OUTSIDE DROP TYPE PER CITY OF BAKERSFIELD STANDARD DETAIL SW -7. 4. ALL PIPELINES AND TRENCHES SHALL BE BACKFILLED PER THE CITY OF BAKERSFIELD'S STANDARD DETAIL ST -22 (1.4.2.6), AND SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 5. SECTION 1.4.1, CITY OF BAKERSFIELD STANDARDS: ALL MATERIAL THAT IS TO BECOME A PERMANENT PART OF ANY SANITARY SEWER OR APPURTENANT STRUCTURE, SHALL CONFORM TO THE REQUIREMENTS FOR THE PARTICULAR MATERIAL AS SET FORTH IN THESE SPECIFICATIONS. THE CONTRACTOR SHALL SUPPLY ANY AND ALL CERTIFICATES OF COMPLIANCE, CERTIFIED TESTS RESULTS, OR SHALL PERFORM TESTS AS REQUIRED TO ASSURE THE CITY ENGINEER THAT THE MATERIAL BEING INCORPORATED INTO THE WORK HAS MET THE REQUIREMENTS AS SPECIFIED. REQUESTS TO USE MATERIALS NOT LISTED IN THESE STANDARDS SHALL REQUIRE SPECIAL CONSIDERATION AND APPROVAL OF THE CITY ENGINEER. 6. SECTION 1.4.2, CITY OF BAKERSFIELD STANDARDS: ALL PIPE OR CONDUITS SHALL BE OF THE SIZE, MATERIAL AND STRENGTH AS SHOWN ON THE PLANS. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. ALL PIPE SHALL BE DESIGNED TO WITHSTAND ALL INTERNAL OR EXTERNAL LOADS APPLIED. SUPPORTING STRENGTH OF CONDUITS AS INSTALLED TO SAFELY CARRY IMPOSED GRAVITY LOADS AND SUPERIMPOSED LOADS (INCLUDING A SUITABLE FACTOR OF SAFETY) SHALL BE DETERMINED BY USE OF MARSTON FORMULA AS PER CHAPTER IX (STRUCTURAL REQUIREMENTS) ASCE MANUAL OF ENGINEERING PRACTICE NO. 37. ALL PIPE OR CONDUITS SHALL BE OF THE SAME MATERIALS BETWEEN STRUCTURES. 7. SECTION 1.4.2.2 POLY VINYL CHLORIDE PIPE (PVC) A) MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE ASTM SPECIFICATION D3034 AND FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B) JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C) INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321, ONLY CLASS I, II, III, EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. A) JOINT DEFLECTIONS FOR PVC SEWER PIPE IN CURVILINEAR ALIGNMENT SHALL NOT BE DEFLECTED GREATER THAN 1 DEGREE PER MANUFACTURER'S RECOMMENDATIONS. 8. SECTION 1.4.2.5 LATERALS AND STUBS A) ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE. B) WYE FITTINGS SHALL BE IN-LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLAN RUNNING THROUGH THE CENTERLINE OF THE MAIN. C) ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG SOLVENT WELDED. 9. SECTION 1.4.3, MANHOLES AND CLEANOUTS (LAMPHOLES) ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -4 AND SW -5 AND SECTION 70-1.02H AND 70-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING S-20. 10. THE SUBDIVIDER AND CONTRACTOR SHALL MAINTAIN DUST CONTROL ABOUT THE SITE OF WORK. 11. CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 7 DAYS PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL PRESERVE MONUMENTS AND BENCH MARKS, WHICH MAY NOT BE DISTURBED WITHOUT PRIOR APPROVAL FROM THE CITY. 12. ANY INSPECTIONS TO BE PERFORMED BY THE CITY SHALL REQUIRE 24 HOUR NOTICE (661)326-0349. 13. ALL MANHOLE COVERS SHALL BE A MINIMUM OF 0.5' BELOW AGGREGATE BASE UNTIL COMPLETION OF PAVING. ADJUST ALL MANHOLES AND VALVE BOXES TO FINISH GRADE AFTER PAVING IS COMPLETED. 14. ALL SANITARY SEWER LATERALS SHALL BE EXTENDED 4' BEYOND PROPERTY LINE AND MARKED WITH A LATERAL MARKER PER CITY STD. SW -1, AND WITH A 3" HIGH "S" ON TOP OF CURB. MINIMUM COVER FOR SEWER LATERALS AT THE GUTTER FLOWLINE SHALL BE 2.5' AND AT THE PROPERTY LINE SHALL BE 2.25'. WATER SERVICES SHALL BE MARKED WITH A "W". PROVIDE A MINIMUM OF 1' SEPARATION BETWEEN WATER SERVICE TAPS. 15. CONTRACTOR SHALL SUBMIT A STORM WATER MANAGEMENT PLAN TO MITIGATE IMPACTS OF SOIL EROSION OFF-SITE, AND SHALL OBTAIN AN NPDES CONSTRUCTION PERMIT FROM THE CENTRAL VALLEY RWQCB. SUBMIT A COPY OF THIS PERMIT TO THE CITY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP OF SOIL EROSION FROM THE SITE THROUGHOUT THE ONE YEAR WARRANTY PERIOD FOLLOWING CITY ACCEPTANCE OF THE IMPROVEMENTS. 16. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT CITY OF BAKERSFIELD STANDARD SPECIFICATIONS, DETAILS AND THESE PLANS AND SPECIFICATIONS. IN ANY CONFLICT BETWEEN SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL APPLY. 17. CONTRACTOR SHALL NOTIFY THE DEVELOPER'S ENGINEER OF ANY AND ALL CONFLICTS BETWEEN CONTRACT DRAWINGS AND THE ACTUAL SITE CONDITIONS PRIOR TO COMMENCING ANY WORK IN QUESTION. 18. CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION SURVEY STAKES AND PROPERTY LINE MARKERS WHEN REASONABLY POSSIBLE. ANY STAKES OR MARKERS REQUIRING REPLACEMENT BY THE DEVELOPER'S ENGINEER SHALL BE DONE AS "EXTRA WORK". 19. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS, INSPECTIONS, AND MATERIALS TESTING. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049 20. CONTRACTOR SHALL NOTIFY DEVELOPER'S ENGINEER 3 WORKING DAYS (MIN.) PRIOR TO WORK REQUIRING STAKING FOR PROPER SCHEDULING. 21. CONTRACTOR SHALL EXPOSE ALL EXISTING PIPELINES OR OTHER UNDERGROUND OBSTRUCTIONS TO VERIFY THAT THERE ARE NO GRADE CONFLICTS PRIOR TO LAYING ANY GRAVITY PIPELINES UPSTREAM OF SAID PIPELINES OR OBSTRUCTIONS. FAILURE TO DO SO RELIEVES THE ENGINEER FROM FURTHER RESPONSIBILITY FOR SAID CONFLICT. 22. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. 23. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AT LEAST 2 WORKING DAYS IN ADVANCE OF CONSTRUCTION TO FIELD LOCATE UTILITIES. CALL "UNDERGROUND SERVICE ALERT" (U.S.A.) AT 1-800-227-2600. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATION SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED AND MERGED IN THE CONTRACT UNIT PRICE. 24. ALL EXISTING REMAINING UTILITIES AND REMAINING IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE LOCAL AGENCY ENGINEER, AT THE CONTRACTOR'S SOLE EXPENSE. 25. SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVE HERETO IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT "QUAD KNOPF ENGINEERING, INC." AT (661) 616-2600 FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY PRIOR TO COMMENCEMENT OF CONSTRUCTION. 26. THE SUBDIVIDER AND CONTRACTORS SHALL INSTALL AND MAINTAIN PROTECTION AROUND STORM DRAIN INLETS DURING CONSTRUCTION TO PREVENT INFILTRATION OF MUD AND DIRT INTO THE STORM DRAIN INLETS. 27. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE NUMBER AND LOCATION OF THE REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 28. IN THE EVENT SEWER PIPE IS CONSTRUCTED ON ALIGNMENTS NON -CONCENTRIC TO CURVED EASEMENT OR STREET CENTERLINES, ANY NON-METALLIC SEWER LINE SHALL HAVE A NO. 10 BARE SOFT COPPER DETECTOR WIRE PLACED OVER THE PIPE LINE PRIOR TO BACKFILLING. THE DETECTOR WIRE SHALL BE BROUGHT UP TO THE MANHOLE FRAMES AT THE END OF THE PIPELINE. 29. MANDREL TESTING AND PRESSURE TESTING OF THE MAIN LINE SHALL BE PERFORMED PER THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, SECTION 1.3.2.1 AND 1.3.2.2. 24 HOUR NOTICE SHALL BE REQUIRED FOR TEST AND INSPECTION. 30. ALL STATIONING IS BASED UPON STREET CENTERLINE UNLESS STATED OTHERWISE. 31. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360, IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, COMPLETED "CHAIN OF CUSTODY" FORM, AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASTED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS, AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. 32. ANY ABANDONED OIL WELL UNCOVERED DURING GRADING ACTIVITIES SHALL BE RE -ABANDONED ACCORDING TO THE STATE OF CALIFORNIA, DEPARTMENT OF CONSERVATION DIVISION OF OIL, GAS, AND GEOTHERMAL RESOURCES REQUIREMENTS. 33. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN 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 PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 34. WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE TYPE, SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MIN. OF 23' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG, SOLVENT WELDED. 35. FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. 36. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. 37. BRACING AND SHORING: A) EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. B) SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRED THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 38. WITHIN THE CITY OF BAKERSFIELD RIGHT-OF-WAY ALL STROM DRAIN PIPESHALL BE CLASS III REINFORCED CONCRETE PIPE, BELL AND SPIGOT WITH RUBBER GASKETED JOINTS. 39. WITHIN THE PROPERTY BOUNDARIES ALL STROM DRAIN PIPE SHALL BE HDPE OR PVC SDR35 GENERAL NOTES 1. 24 HOUR NOTICE WILL BE REQUIRED FOR TESTS AND INSPECTIONS 2. ALL COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF THE REQUIRED COMPACTION TESTS SHALL BE DETERMINED BY THE CITY ENGINEER OR HIS AUTHORIZED AGENT. 3. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE INSPECTION DEPARTMENT MAY BE NOTIFIED AT (661)326-3049. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL UNDERGROUND IMPROVEMENTS, WITHIN THE AREA OF THE STREET RIGHT-OF-WAY, HAVE BEEN COMPLETED PRIOR TO THE START 0'F ANY CONSTRUCTION PAVING. 5. STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE PROPERTY LINE AND WHERE THEY HAVE BEEN INDICATED ON THESE PLANS. THE CONTRACTOR SHALL ENSURE THAT ALL LIGHTS AND SIGNS ARE PROPERTY INSTALLED PER CITY OF BAKERSFIELD STD. NO. ST -14 & T-1. 6. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER CITY OF BAKERSFIELD STD. T-19 SHALL BE LOCATED WITHIN 6" FROM BACK OF SIDEWALK. 7. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN THE EXISTING ACCEPTED STREET RIGHT-OF-WAY UNLESS SECURED BY A SUBDIVISION AGREEMENT. A DEPOSIT BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK TO BE PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 8. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF 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. " 9. ALL SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. REVISION APPROVED BY:A DA E BEKAH L. GODETT R.C.E. 82485 EXP. 9/30/16 PROJECT ENGINEER WA4 CA 7/At/iL J L&Lfh DATE nn I'� MARI N P. SHAW gmw R.C.E. 32178 EXP. 12/31/16 i�►1"ENGINEER IV C.O.B. STANDARDS D-12 CATCH BASIN TYPE "A" D-16 GUTTER DEPRESSIONS ST -1 TYPE B CURB AND GUTTER ST -3 5' COMBINATION TYPE SIDEWALK ST -4 16' RESIDENCE DRIVEWAY ST -13 SURVEY MONUMENT ST -14 STREET LIGHTS (AS INDICATED) ST -17 12' WIDE CONCRETE CROSS GUTTER ST -18 TYPE "M" MEDIAN CURB ST -22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS SW -4 MANHOLE TYPE "A" SW -5 FRAMES AND COVERS FOR MANHOLES & CLEANOUTS T-1 STREET NAME SIGN T-18 TYPICAL MEDIAN END DETAIL AT INTERSECTION W/ LOCAL STREETS T-33 CONDUIT & R/W REQUIREMENTS FOR FUTURE SIGNAL LOCATIONS T-34 TRAFFIC SIGNAL INTERCONNECT -WIRING AND PULL BOXES CALTRANS RSP-A88A HANDICAP RAMP (CASE A) STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE. AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES LEO TEK EC 1 THRU EC7 SERIES CREE XSP/XSPR SERIES AND OTHERS ON APPROVED LIST OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER SEWER/STORM ITEM CITY STD. TYPE "A" SSMH 10 PVC SS CITY STD. TYPE "A" DI DRAIN UNIT EA LF EA OFFSITE 4 517 1 Ld ID za STREET IMPROVEMENTS Q Q U c0 O d CKCK = ITEM UNIT ALLEN REINA TOTAL ai A.C. PAVING TONS 1,514 630 1,544 w AGG. BASE CUYD 873 320 1,193 �+- ZLlj SUBGRADE PREPARATION SQYD 5,236 2,395 7,631 OUZ CURB AND GUTTER LF 1,261 564 1,825 a SIDEWALK SQFT 7,845 3,240 11,085 v � ACCESS RAMPS EA 3 2 5 w o � ow STREET SIGNS EA 10 5 15 a m ul >= 22000 LUMEN STREET LIGHTS EA 1 - 1 Q =°macN 9500 LUMEN STREET LIGHTS EA 2 1 3 V3 SAW CUT LF 1,317 653 1,970 o z COLLECTOR STREET � LENGTH LF 1,317 653 1,970 U U 1.1-6612 �aG�NEER � b 2d0 4 W J co > U z C5 c, o oma, 38 il\ m 0 lki W LJ U �Ld W �w �0 -iz W �w no Y 0_ CL w Q o 0 N Ld ID za Q rn v Q Q U c0 O d CKCK = V O 0 a OO Z OW Q ai CV U N N To o w m W � v v N w � 0 to U7 m L.� ?i F `L U �+- ZLlj CL U G OUZ 0 0 Z N Y 0 a a a m -� m a v � o w cu _ m ¢a } w o � ow 0 U o - ,,.. 0 a m ul >= U N Q Q Q =°macN O N v Z IY cn V3 o z o O U U in JO o �Z 0 N o jo W Cf0 cr U W C4 Q D � U ro 0 0 0 �aG�NEER � b 2d0 4 W J co > U z C5 c, o oma, 38 il\ m 0 lki W LJ U �Ld W �w �0 -iz W �w no Y 0_ CL w Q o 0 N Ld ID r Q rn v N Q U c0 O d CKCK = V O 0 a OO Z OW Q ai CV U N N To o w m W � v v N o Li 00 t- Y _j j< O ¢ W ¢ 3` 0 0 to U7 m L.� ?i F `L U �+- ZLlj CL U G OUZ 0 0 Z N Y 0 a a a m -� m a r � o w cu _ m ¢a } w o LLJ 0 U z - ,,.. 0 PLOT DATE: JUNE 17, 2016 JOB NO.: 160033 FILE NAME: 160033 -OFF -NOT SCALE: AS SHOWN SHEET NO.: p R2 OF 8 N r V V J co) ~ W C/) Z Q G N U 0 a LL_o a Z � _a U � C F-- w o w V �°'� - ,,.. I a m ul >= U N a W Q =°macN O N v Z PLOT DATE: JUNE 17, 2016 JOB NO.: 160033 FILE NAME: 160033 -OFF -NOT SCALE: AS SHOWN SHEET NO.: p R2 OF 8 A.C. PAVING `"rE TING NOTES: " 0 v 1. ASPHALT CONCRETE SHALL BE PE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR ALL LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 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 B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4' 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. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY TF 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 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 FO 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 ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN 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 DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) 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, HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED 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 HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 12. 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 CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. 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 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 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 WHEN PAVING OPERATIONS RESUME. 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 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 NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL 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 SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 0 N 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHI LESS THAN 90% OR MORE THAN 96%, 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 CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. 3 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, 0 B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE g 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 LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. 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 o 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 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 " GREENBOOK" . BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OF FINE W GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFROMING TO SECTION 200-2.4 OF THE "GREEN BOO K"...WHICH ALLOWS UP TO 50% VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CL CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL E COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: 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. SANITARY SEWER AND STORM DRAIN STANDARD NOTES 1. ALL SANITARY SEWER IMPROVEMENTS SHALL BE PER CITY OF BAKERSFIELD EXCEPT AS NOTED HEREIN. 2. DO NOT INSTALL MANHOLE STEPS IN THE MANHOLES. 3. ALL DROP MANHOLES SHALL BE OF THE OUTSIDE DROP TYPE PER CITY OF BAKERSFIELD STANDARD DETAIL SW -7. 4. ALL PIPELINES AND TRENCHES SHALL BE BACKFILLED PER THE CITY OF BAKERSFIELD'S STANDARD DETAIL ST -22 (1.4.2.6), AND SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 5. SECTION 1.4.1, CITY OF BAKERSFIELD STANDARDS: ALL MATERIAL THAT IS TO BECOME A PERMANENT PART OF ANY SANITARY SEWER OR APPURTENANT STRUCTURE, SHALL CONFORM TO THE REQUIREMENTS FOR THE PARTICULAR MATERIAL AS SET FORTH IN THESE SPECIFICATIONS. THE CONTRACTOR SHALL SUPPLY ANY AND ALL CERTIFICATES OF COMPLIANCE, CERTIFIED TESTS RESULTS, OR SHALL PERFORM TESTS AS REQUIRED TO ASSURE THE CITY ENGINEER THAT THE MATERIAL BEING INCORPORATED INTO THE WORK HAS MET THE REQUIREMENTS AS SPECIFIED. REQUESTS TO USE MATERIALS NOT LISTED IN THESE STANDARDS SHALL REQUIRE SPECIAL CONSIDERATION AND APPROVAL OF THE CITY ENGINEER. 6. SECTION 1.4.2, CITY OF BAKERSFIELD STANDARDS: ALL PIPE OR CONDUITS SHALL BE OF THE SIZE, MATERIAL AND STRENGTH AS SHOWN ON THE PLANS. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. ALL PIPE SHALL BE DESIGNED TO WITHSTAND ALL INTERNAL OR EXTERNAL LOADS APPLIED. SUPPORTING STRENGTH OF CONDUITS AS INSTALLED TO SAFELY CARRY IMPOSED GRAVITY LOADS AND SUPERIMPOSED LOADS (INCLUDING A SUITABLE FACTOR OF SAFETY) SHALL BE DETERMINED BY USE OF MARSTON FORMULA AS PER CHAPTER IX (STRUCTURAL REQUIREMENTS) ASCE MANUAL OF ENGINEERING PRACTICE NO. 37. ALL PIPE OR CONDUITS SHALL BE OF THE SAME MATERIALS BETWEEN STRUCTURES. 7. SECTION 1.4.2.2 POLY VINYL CHLORIDE PIPE (PVC) A) MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE ASTM SPECIFICATION D3034 AND FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B) JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C) INSTALLATION: PIPE AND FITTINGS ' SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321, ONLY CLASS I, II, III, EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. A) JOINT DEFLECTIONS FOR PVC SEWER PIPE IN CURVILINEAR ALIGNMENT SHALL NOT BE DEFLECTED GREATER THAN 1 DEGREE PER MANUFACTURER'S RECOMMENDATIONS. 8. SECTION 1.4.2.5 LATERALS AND STUBS A) ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE. B) WYE FITTINGS SHALL BE IN-LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLAN RUNNING THROUGH THE CENTERLINE OF THE MAIN. C) ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG SOLVENT WELDED. 9. SECTION 1.4.3, MANHOLES AND CLEANOUTS (L.AMPHOLES) ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -4 AND SW -5 AND SECTION 70-1.02H AND 70-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING S-20. 10. THE SUBDIVIDER AND CONTRACTOR SHALL MAINTAIN DUST CONTROL ABOUT THE SITE OF WORK. 11. CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 7 DAYS PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL PRESERVE MONUMENTS AND BENCH MARKS, WHICH MAY NOT BE DISTURBED WITHOUT PRIOR APPROVAL FROM THE CITY. 12. ANY INSPECTIONS TO BE PERFORMED BY THE CITY SHALL REQUIRE 24 HOUR NOTICE (661)326-0349. 13. ALL MANHOLE COVERS SHALL BE A MINIMUM OF 0.5' BELOW AGGREGATE BASE UNTIL COMPLETION OF PAVING. ADJUST ALL MANHOLES AND VALVE BOXES TO FINISH GRADE AFTER PAVING IS COMPLETED. 14. ALL SANITARY SEWER LATERALS SHALL BE EXTENDED 4' BEYOND PROPERTY LINE AND MARKED WITH A LATERAL MARKER PER CITY STD. SW -1, AND WITH A 3" HIGH "S" ON TOP OF CURB. MINIMUM COVER FOR SEWER LATERALS AT THE GUTTER FLOWLINE SHALL BE 2.5' AND AT THE PROPERTY LINE SHALL BE 2.25'. WATER SERVICES SHALL BE MARKED WITH A "W'. PROVIDE A MINIMUM OF 1' SEPARATION BETWEEN WATER SERVICE TAPS. 15. CONTRACTOR SHALL SUBMIT A STORM WATER MANAGEMENT PLAN TO MITIGATE IMPACTS OF SOIL EROSION OFF-SITE, AND SHALL OBTAIN AN NPDES CONSTRUCTION PERMIT FROM THE CENTRAL VALLEY RWQCB. SUBMIT A COPY OF THIS PERMIT TO THE CITY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP OF SOIL EROSION FROM THE SITE THROUGHOUT THE ONE YEAR WARRANTY PERIOD FOLLOWING CITY ACCEPTANCE OF THE IMPROVEMENTS. 16. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT CITY OF BAKERSFIELD STANDARD SPECIFICATIONS, DETAILS AND THESE PLANS AND SPECIFICATIONS. IN ANY CONFLICT BETWEEN SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL APPLY. 17. CONTRACTOR SHALL NOTIFY THE DEVELOPER'S ENGINEER OF ANY AND ALL CONFLICTS BETWEEN CONTRACT DRAWINGS AND THE ACTUAL SITE CONDITIONS PRIOR TO COMMENCING ANY WORK IN QUESTION. 18. CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION SURVEY STAKES AND PROPERTY LINE MARKERS WHEN REASONABLY POSSIBLE. ANY STAKES OR MARKERS REQUIRING REPLACEMENT BY THE DEVELOPER'S ENGINEER SHALL BE DONE AS "EXTRA WORK". 19. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS, INSPECTIONS, AND MATERIALS TESTING. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049 20. CONTRACTOR SHALL NOTIFY DEVELOPER'S ENGINEER 3 WORKING DAYS (MIN.) PRIOR TO WORK REQUIRING STAKING FOR PROPER SCHEDULING. 21. CONTRACTOR SHALL EXPOSE ALL EXISTING PIPELINES OR OTHER UNDERGROUND OBSTRUCTIONS TO VERIFY THAT THERE ARE NO GRADE CONFLICTS PRIOR TO LAYING ANY GRAVITY PIPELINES UPSTREAM OF SAID PIPELINES OR OBSTRUCTIONS. FAILURE TO DO SO RELIEVES THE ENGINEER FROM FURTHER RESPONSIBILITY FOR SAID CONFLICT. 22. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. 23. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AT LEAST 2 WORKING DAYS IN ADVANCE OF CONSTRUCTION TO FIELD LOCATE UTILITIES. CALL "UNDERGROUND SERVICE ALERT' (U.S.A.) AT 1-800-227-2600. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATION SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED AND MERGED IN THE CONTRACT UNIT PRICE. 24. ALL EXISTING REMAINING UTILITIES AND REMAINING IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE LOCAL AGENCY ENGINEER, AT THE CONTRACTOR'S SOLE EXPENSE. 25. SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVE HERETO IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT "QUAD KNOPF ENGINEERING, INC." AT (661) 616-2600 FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY PRIOR TO COMMENCEMENT OF CONSTRUCTION. 26. THE SUBDIVIDER AND CONTRACTORS SHALL INSTALL AND MAINTAIN PROTECTION AROUND STORM DRAIN INLETS DURING CONSTRUCTION TO PREVENT INFILTRATION OF MUD AND DIRT INTO THE STORM DRAIN INLETS. 27. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE NUMBER AND LOCATION OF THE REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 28. IN THE EVENT SEWER PIPE IS CONSTRUCTED ON ALIGNMENTS NON -CONCENTRIC TO CURVED EASEMENT OR STREET CENTERLINES, ANY NON-METALLIC SEWER LINE SHALL HAVE A NO. 10 BARE SOFT COPPER DETECTOR WIRE PLACED OVER THE PIPE LINE PRIOR TO BACKFILLING. THE DETECTOR WIRE SHALL BE BROUGHT UP TO THE MANHOLE FRAMES AT THE END OF THE PIPELINE. 29. MANDREL TESTING AND PRESSURE TESTING OF THE MAIN LINE SHALL BE PERFORMED PER THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, SECTION 1.3.2.1 AND 1.3.2.2. 24 HOUR NOTICE SHALL BE REQUIRED FOR TEST AND INSPECTION. 30. ALL STATIONING IS BASED UPON STREET CENTERLINE UNLESS STATED OTHERWISE. 31. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR -THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360, IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS .REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, COMPLETED "CHAIN OF CUSTODY' FORM, AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS, AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. 32. ANY ABANDONED OIL WELL UNCOVERED DURING GRADING ACTIVITIES SHALL BE RE -ABANDONED ACCORDING TO THE STATE OF CALIFORNIA, DEPARTMENT OF CONSERVATION DIVISION OF OIL, GAS, AND GEOTHERMAL RESOURCES REQUIREMENTS. 33. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN 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 PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 34. WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE TYPE, SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MIN. OF 23' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG, SOLVENT WELDED. 35. FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. 36. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. 37. BRACING AND SHORING: A) EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. B) SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRED THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE ' CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 38. WITHIN THE CITY OF BAKERSFIELD RIGHT-OF-WAY ALL STROM DRAIN PIPESHALL BE CLASS III REINFORCED CONCRETE PIPE, BELL AND SPIGOT WITH RUBBER GASKETED JOINTS. 39. WITHIN THE PROPERTY BOUNDARIES ALL STROM DRAIN PIPE SHALL BE HDPE OR PVC SDR35 GENERAL NOTES 1. 24 HOUR NOTICE WILL BE REQUIRED FOR TESTS AND INSPECTIONS. 2. ALL COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF THE REQUIRED COMPACTION TESTS SHALL BE DETERMINED BY THE CITY ENGINEER OR HIS AUTHORIZED AGENT. 3. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE INSPECTION DEPARTMENT MAY BE NOTIFIED AT (661)326-3049. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL UNDERGROUND IMPROVEMENTS, WITHIN THE AREA OF THE STREET RIGHT-OF-WAY, HAVE BEEN COMPLETED PRIOR TO THE START OF ANY CONSTRUCTION PAVING. 5. STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE PROPERTY LINE AND WHERE THEY HAVE BEEN INDICATED ON THESE PLANS. THE CONTRACTOR SHALL ENSURE THAT ALL LIGHTS AND SIGNS ARE PROPERTY INSTALLED PER CITY OF BAKERSFIELD STD. NO. ST -14 & T-1. 6. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER CITY OF BAKERSFIELD STD. T-19 SHALL BE LOCATED WITHIN 6" FROM BACK OF SIDEWALK. 7. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN THE EXISTING ACCEPTED STREET RIGHT-OF-WAY UNLESS SECURED BY A SUBDIVISION AGREEMENT. A DEPOSIT BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK TO BE PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 8. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF 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. " 9. ALL SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. REVISION APPROVED BY: Qi DATE CATHERINE S. WILLIAMS R.C.E. 75489 EXP. PROJECT ENGINEER y4v;,", /P ' -- DATE MARIAN P. SHAW R.C.E. 32178 .FW ENGINEER IV C.O.B. STANDARDS D-12 CATCH BASIN TYPE "A" D-16 GUTTER DEPRESSIONS ST -1 TYPE B CURB AND GUTTER ST -3 5' COMBINATION TYPE SIDEWALK ST -4 16' RESIDENCE DRIVEWAY ST -13 SURVEY MONUMENT ST -14 STREET LIGHTS (AS INDICATED) ST -17 12' WIDE CONCRETE CROSS GUTTER ST -18 TYPE "M" MEDIAN CURB ST -22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS SW -4 MANHOLE TYPE "A" SW -5 FRAMES AND COVERS FOR MANHOLES & CLEANOUTS T-1 STREET NAME SIGN T-18 TYPICAL MEDIAN END DETAIL AT INTERSECTION W/ LOCAL STREETS T-33 CONDUIT & R/W REQUIREMENTS FOR FUTURE SIGNAL LOCATIONS T-34 TRAFFIC SIGNAL INTERCONNECT -WIRING AND PULL BOXES CALTRANS RSP-A88A HANDICAP RAMP (CASE A) STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE. AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES LEO TEK EC1 THRU EC7 SERIES CREE XSP/XSPR SERIES AND OTHERS ON APPROVED LIST OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER SEWER/STORM DRAIN ITEM UNIT OFFSITE CITY STD. TYPE "A' SSMH EA 4 6" CITY STD. SEWER CLEANOUT EA - 4' CITY STD. SEWER CLEANOUT EA - 4' PVC SS LF - 6" PVC SS LF - 8" PVC SS LF 585 10" PVC SS LF 91 CITY STD. TYPE "A' SDMH EA - CITY STD. TYPE "A' DI EA 1 CHRISTY U23 CATCH BASIN EA - 1 Z' SURFACE DRAIN EA - CITY STD. JUNCTION BOX EA - 8" SD PIPE LF - 10" SD PIPE LF - 12" SD PIPE LF - 19' SD PIPE RCP W RGJ LF - 24' SD PIPE LF - 30" SD PIPE LF - RETENTION BASIN OUTLET EA - STREET IMPROVEMENTS 1.1-6612 w U w wz V� Z W W z� ww U IL m o W 0 (h w CL Q o o 0rn w a � o W N � U �" Q U CO �_ � _ � (DZ 0o-WJ a o z Q N Li. CO CO Q U Ncy w m 0 W CD 00 C) ¢ w a 3 4:Lj Z U �. M U U 0 LC= U Za. Y 0 C, T mm in (u m ui IL Z W U a � o w 0 IN 0 Q z 0 N Q Z J 0 o o a u.J U Q W 0 :n � r o0 w C) 0 C) w U w wz V� Z W W z� ww U IL m o W 0 (h w CL Q o o 0rn w a � o W N � U �" Q U CO �_ � _ � (DZ 0o-WJ a o Q N Li. CO CO Q U Ncy w m 0 W CD 00 C) ¢ w a 3 4:Lj Z U �. M U U 0 LC= U Za. Y 0 C, T mm in (u m ui IL Z W U a � o Q,.CID N J � � U 0cr co)Lu H > H � Z Z Z co W W Q N j W 0- c 0 o o 6 acc Q. � � U Z � M 0:N I ui Z WW �Q C i '^ �'•A� vJ w cc = 04 c w L 0D, GF"'W co co N 40 LL D Nm � v�zo (-LOT DATE: p 130036 : 036 -OFF -NOT AS SHOWN .: R2 OF 8 BEFORE EXCAVATING CALL • USA 1-800-227-2600 y-2600 A.C. PAVING TESTING NOTES= 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B MODIFIED) FOR GENERAL NOTES ALL LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD 1. 24 HOUR NOTICE WILL BE REQUIRED FOR TESTS AND INSPECTIONS. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE 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. WHEN DIRECTED BY THE CITY ENGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING REQUIREMENTS IN SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS SHALL BE USED TO SURFACE INTERSECTIONS, TAPERS, AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE BEING CONSTRUCTED. 5. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINER 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 ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN 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 DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT, HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01,, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY EITHER: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 12. 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 CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. 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 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 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 WHEN PAVING OPERATIONS RESUME. 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 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, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL 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 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 IS EITHER LESS THAN 90% OR MORE THAN 96%, 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 DEVELOPER'S EXPENSE. 16. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES+ B. REMOVAL AND REPLACEMENT C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPER'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 LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. 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 DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. I:\Prn iartc\PM7\n7M9R\Af-4n\TMPRfI\/PMPNTQ\QTTF' TMPr1PVP-MFllTC\nPP cTTc\n7nnoo_nr-r_ri .a_, Dn ionno ll.c .on nu ocr 2. ALL COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF THE REQUIRED COMPACTION TESTS SHALL BE DETERMINED BY THE CITY ENGINEER OR HIS AUTHORIZED AGENT. 3. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE INSPECTION DEPARTMENT MAY BE NOTIFIED AT (661)326-3049. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL UNDERGROUND IMPROVEMENTS, WITHIN THE AREA OF THE STREET RIGHT-OF-WAY, HAVE BEEN COMPLETED PRIOR TO THE START OF ANY CONSTRUCTION PAVING. 5. STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE PROPERTY LINE AND WHERE THEY HAVE BEEN INDICATED ON THESE PLANS. THE CONTRACTOR SHALL ENSURE THAT ALL LIGHTS AND SIGNS ARE PROPERTY INSTALLED PER CITY OF BAKERSFIELD STD. NO,. ST -14 & T-1. 6. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER CITY OF BAKERSFIELD STD. T-19 SHALL BE LOCATED WITHIN 6" FROM BACK OF SIDEWALK. 7. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN THE EXISTING ACCEPTED STREET RIGHT-OF-WAY UNLESS SECURED BY A SUBDIVISION AGREEMENT. A DEPOSIT BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK TO BE PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 8. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF 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." 9. ALL SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. C.O.B. STANDARDS D-16 GUTTER DEPRESSIONS ST -1 TYPE B CURB AND GUTTER REINA ST -3 5' COMBINATION TYPE SIDEWALK TONS ST -4 16' RESIDENCE DRIVEWAY AGG. BASE ST -13 SURVEY MONUMENT - ST -14 22,000 OR 9,500 LUMEN STREET LIGHTS (AS INDICATED) ST -17 12' WIDE CONCRETE CROSS GUTTER 7557 ST -18 TYPE "M" MEDIAN CURB SQFT T-1 27484 STREET NAME SIGN DRIVEWAY T-18 6763 TYPICAL MEDIAN END DETAIL AT INTERSECTION W/ LOCAL STREETS T-33 SQFT CONDUIT & R/W REQUIREMENTS FOR FUTURE SIGNAL LOCATIONS T-34 MEDIAN CURB TRAFFIC SIGNAL INTERCONNECT -WIRING AND PULL BOXES CALTRANS RSP-A88A HANDICAP RAMP (CASE A) SHEET INDEX 2. NOTES, SYMBOLS & ABBREVIATIONS 3. ALLEN ROAD PLAN & PROFILE 4. ALLEN ROAD PLAN & PROFILE 5. REINA ROAD PLAN & PROFILE 6. OFFSITE STRIPING PLAN LIST OF MATERIALS ITEM UNIT ALLEN REINA TOTAL A. C. PAVING TONS - - - AGG. BASE CUYD - - - SUBGRADE PREPARATION SQYD - - - CURB AND GUTTER LF 7557 5578 1243 SIDEWALK SQFT 36730 27484 5883 DRIVEWAY SQFT 6763 4738 1800 HANDICAP RAMPS SQFT 4123 2632 447 MEDIAN CURB LF - - 2992 STANDARD STREET NAME SIGNS EA 8 10 2 22000 LUMEN STREET LIGHTS EA 1 - - 5800 LUMEN STREET LIGHTS EA - 9500 LUMEN STREET LIGHTS EA 1 1 - MONUMENT ENCASEMENTS EA 15 12 - SAW CUT LF 2131 781 - METRO STRRET SIGN EA - - - LOCAL STREET h LENGTH LF 3088 2179 670 COLLECTOR STREET rL LENGTH LF 2147 1688 - 1.1-6612 0 LJ 0 0 Q a Q i Z co 0- 0 O = 0 c) LLI U) U0 tin � co < m o IIJ W o 00 C:) ¢ w Q W L0 cn m L Y W Ty]_ CL U 0 1 � cW m Lda Q z o V, Z O V)O I - Y Z Q W - 1- Lu LL T0 o Wocc m co o Z U F -Ca 0 U od cr.aim Va Q J oLu cl) W oWm Z�� O z V J^� PNN 0)c PA vi �w LLILL, Z U U LL ~ C >Lu WLL S F- 00 >� co 0Z, U z m z U o � W m Lu z z 0 0 �2 > U W w cif o 0 J � m 00 0 I w o Q i 0 LJ 0 0 Q a Q i Z co 0- 0 O = 0 c) LLI U) U0 tin � co < m o IIJ W o 00 C:) ¢ w Q W L0 cn m L Y W Ty]_ CL U 0 1 � cW m Lda Q z o V, Z O V)O I - Z Q W - 1- Lu LL T0 o Wocc m co o Z F -Ca 0 U od cr.aim Va Q J oLu cl) oWm Z�� O z V J^� PNN 0)c PA vi �w LLILL, Z U U LL ~ C >Lu WLL `� a .. off°' F- 00 >� co 0Z, rT DATE Feb-: 4-2008 10:50AM JOB NO.: 070098 FILE NAME: 070098-OFF-C1.DWG SCALE: AS SHOWN SHEET NO.: 2OF9 i LEGEND CURVE TABLE BLOCK WALL TOM TOP OF MANHOLE CR CROWN OF ROAD TW TOP OF WALL EP EDGE OF PAVEMENT -W- WATER FC FINISH CONCRETE 20.00' WROUGHT IRON FENCE FF FINISH FLOOR 88.08' 4' CURB INLET PER C.O.B. STD. D-14 FP FINISH PAVEMENT 4*52'50" 88.08' 1034.00' FS FINISH SURFACE 90'00'10" 47.13' 2'x2' DRAINAGE INLET PER CHRISTY U-23 FL FLOW LINE 90'00'00" 31.42' - G - GAS Fml JUNCTION BOX LS LANDSCAPE O PROPOSED SIDEWALK -SS- SANITARY SEWER A SECTION 0 SANITARY SEWER CLEANOUT # SHEET 0 SANITARY SEWER MANHOLE cc,< 8" SD LANDSCAPE DRAIN -SD- STORM DRAIN RIDGE LINE 0 STORM DRAIN --------- CARPORT a 9,500 LUMEN STREET LIGHT RIGHT OF WAY � 22,000 LUMEN STREET LIGHT GRASS SWALE >- SLOPE -XXX- EXISTING CONTOUR 12" SURFACE DRAIN ME MATCH EXISTING UNDER SIDEWALK DRAIN - IC TRAFFIC SIGNAL INTERCONNECT CONDUIT TG TOP OF GRATE FLOWLINE CURVE TABLE 0 CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT Cl 90*00'30" 31.42' 20.00' 20.00 C2 90*00'00" 31.42' 20.00' 20.00 C3 4'52'50" 88.08' 1034.00' 44.06 C4 4*52'50" 88.08' 1034.00' 44.06 C5 90'00'10" 47.13' 30.00' 30. 00 6 90'00'00" 31.42' 20.00 20.00 C7 85* 11'20 29.74' 20.00' 18.39 Erc C8 0'02'20" 1.29' 1855.56' 0.64 2 Cq 4*39'30" 88.07' 1083.17' 44.06 - - - - - - - - - - SIDEWALK CURVE TABLE CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT SC 10 7'54'00 34.47' 250.00' 17.26 SC1 1 7'20'30 32.03' 250.00' 16.04 SC 12 82'52'00" 1.45' 1.00' 0.88 SC13 7'08'00" 30.38' 244.00' 15.21 SC14 6*50'20" 29.84' 250.00' 14.94 SC 15 6'31'10" 28.44' 250.00' 14.24 SC16 6'50'20" 29.84' 250.00' 14.94 SC 17 0'50'20" 3.66' 250.00' 1.83 SC 18 84'00'00" 1.47' 1.00' 0.90 404 400 376 141 Do 372 368 n 364 L ul 360 i i UZI Z 356 352 rL 348 CONSTRUCTION NOTES. - REVISION APPROVED BY:A ' PROJECT ENGINEER 7/;o/l� 311 LA DATEMARIAN P. SHAW R.C.E. 32178 EXP. 12/31/16 j� ENGINEER IV EXIST. PVMT- EXISTING SIDEWALK EXISTING CURB & GUTTER ALLEN ROAD RIW 45' PL 33.42' 15' _----PROPOSED 34 4' 6' 1 WROUGHT IRON FENCE FINISHED FLOOR 2. 0/-,, A41N 3.5_ 5-7. ~-2% MIN. TYPE 'A' �-PROPOSED 4:1 MAX �7 0.33' -AC SIDEWALK 0.75' -AB CL 1.0'-95% COMP. OG. PROPOSED CURB T/ = 6 & GUTTER R VALUE = 24.7 �A ALLEN ROAD STA 10+00.00-19+64.09 2 NOT TO SCALE - - -------- T C) Lr) cr Lij (�o b-4 Q) ~mom j� ()6 c oi ]- - f4"'!illll-;Ljj ca UZ + zz 0) Lai Lr- I Lu I -Z ca (11 A PPROXIMATE &is-nNG P1,011LE PROPOSED EAST ,LONG$TREET ENTER -INE - ---- ----- -4 0) I N -:5 < co < CN ZIC cn < Nt CN < m Co Lu Lo j U) :Ott U1 Z m :64% 1/4 ELEV. 361.70, -3/4 - A -EE­V,3"� 1/2 ELEV. !361.621 i E�EV. 36 .58 FLOWLINE 3/4 A ELEV., 361.541 1 Y2 A 10+00 11+00 12+00 13+00 14+00 15+00 w CONSTRUCT TYPE "B- CURB AND GUTTER PER C.O.B. STD. ST -1. CONSTRUCT 6' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 30 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. ST -18. INSTALL TRAFFIC SIGNAL INTERCONNECT AND PULL BOXES PER C.O.B. STD. T-33 AND T-34. CONSTRUCT ACCESS RAMP PER CALTRANS STANDARD PLAN A88A-CASE A. INSTALL TYPE /// BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31 (CA) SIGN AND OM4-3 MARKER. BARRICADE IS TO BE INSTALLED FROM FLOWLINE TO FLOWLINE SAWCUT EXISTING EDGE OF PAVEMENT 2' BACK OR AS DIRECTED BY THE CITY ENGINEER. L, OLES 0 BE FLOC EDB 0TH REVISION APPROVED BY:A ' PROJECT ENGINEER 7/;o/l� 311 LA DATEMARIAN P. SHAW R.C.E. 32178 EXP. 12/31/16 j� ENGINEER IV EXIST. PVMT- EXISTING SIDEWALK EXISTING CURB & GUTTER ALLEN ROAD RIW 45' PL 33.42' 15' _----PROPOSED 34 4' 6' 1 WROUGHT IRON FENCE FINISHED FLOOR 2. 0/-,, A41N 3.5_ 5-7. ~-2% MIN. TYPE 'A' �-PROPOSED 4:1 MAX �7 0.33' -AC SIDEWALK 0.75' -AB CL 1.0'-95% COMP. OG. PROPOSED CURB T/ = 6 & GUTTER R VALUE = 24.7 �A ALLEN ROAD STA 10+00.00-19+64.09 2 NOT TO SCALE - - -------- T C) Lr) cr Lij (�o b-4 Q) ~mom j� ()6 c oi ]- - f4"'!illll-;Ljj ca UZ + zz 0) Lai Lr- I Lu I -Z ca (11 A PPROXIMATE &is-nNG P1,011LE PROPOSED EAST ,LONG$TREET ENTER -INE - ---- ----- -4 0) I N -:5 < co < CN ZIC cn < Nt CN < m Co Lu Lo j U) :Ott U1 Z m :64% 1/4 ELEV. 361.70, -3/4 - A -EE­V,3"� 1/2 ELEV. !361.621 i E�EV. 36 .58 FLOWLINE 3/4 A ELEV., 361.541 1 Y2 A 10+00 11+00 12+00 13+00 14+00 15+00 w CA W Ice Z co Q cl Ld LLJ 0 -j Z Ld < F- c) Y- Lu mLd � a_ mmmm-4,imol ammm- 40' 40' 'o HORIZ. SCALE: 1"=40'< < VERT. SCALE: 1 "= 4' 101, 0 C:) - ----- LJ rn 0 < L 10 L of L) (o 0- 404 0 Q-1 of 's 73 zs oz [L a Ld' O u., < C14 < 04 cn Z) iv Of cy m oc C Lu Li 0 ul (.1 m I 400 :3 Q CL u: 0 D llkl� cl 376 m t cuLLJ m < CL uj x v cy CL r 372 -io W 0 co + 368 cl) cl) 364 to to z Cl) CL 0 z W _ _ - ____ -�-- mo=o o - - --- g _ - ; - -- mw cc F - co 360 LL. a. cl Uwe cl) LL w C'.s LL. 0 z 0) LL, 0 Ldu- a. > N CK w a- 356 t PLOT DATE: 352 PL' JUNE 17, 2016 JOB NO.: 160033 [FILE NAME: 160033 -OFF -ST SCALE: 348 1" = 4' 1" = 40' SHEET NO.: 16+00 17+00 R3 OF 8 1.1-6612 o cc,< 0 O Cl 0 oc U) <1 D Z� c" CA W Ice Z co Q cl Ld LLJ 0 -j Z Ld < F- c) Y- Lu mLd � a_ mmmm-4,imol ammm- 40' 40' 'o HORIZ. SCALE: 1"=40'< < VERT. SCALE: 1 "= 4' 101, 0 C:) - ----- LJ rn 0 < L 10 L of L) (o 0- 404 0 Q-1 of 's 73 zs oz [L a Ld' O u., < C14 < 04 cn Z) iv Of cy m oc C Lu Li 0 ul (.1 m I 400 :3 Q CL u: 0 D llkl� cl 376 m t cuLLJ m < CL uj x v cy CL r 372 -io W 0 co + 368 cl) cl) 364 to to z Cl) CL 0 z W _ _ - ____ -�-- mo=o o - - --- g _ - ; - -- mw cc F - co 360 LL. a. cl Uwe cl) LL w C'.s LL. 0 z 0) LL, 0 Ldu- a. > N CK w a- 356 t PLOT DATE: 352 PL' JUNE 17, 2016 JOB NO.: 160033 [FILE NAME: 160033 -OFF -ST SCALE: 348 1" = 4' 1" = 40' SHEET NO.: 16+00 17+00 R3 OF 8 1.1-6612 LEGEND ® BLOCK WALL TOM TOP OF MANHOLE CR CROWN OF ROAD TW TOP OF WALL EP EDGE OF PAVEMENT W WATER FC FINISH CONCRETE 20.00' WROUGHT IRON FENCE FF FINISH FLOOR 88.08' 4' CURB INLET PER C.O.B. STD. D-14 FP FINISH PAVEMENT 4'52'50" 88.08' 1034.00' FS FINISH SURFACE ® 47.13' 2'x2' DRAINAGE INLET PER CHRISTY U-23 FL FLOW LINE 90'00'00" 31.42' G GAS ❑- JUNCTION BOX LS LANDSCAPE O PROPOSED SIDEWALK SS SANITARY SEWER A SECTION • SANITARY SEWER CLEANOUT # SHEET © SANITARY SEWER MANHOLE - - 8" SD LANDSCAPE DRAIN SD STORM DRAIN - - - - - RIDGE LINE OO STORM DRAIN --------- CARPORT ERI 9,500 LUMEN STREET LIGHT - - RIGHT OF WAY 1 22,000 LUMEN STREET LIGHT GRASS SWALE >- SLOPE XXX-- EXISTING CONTOUR ® 12" SURFACE DRAIN ME MATCH EXISTING - Tl UNDER SIDEWALK DRAIN T111'Y 11 r /'. 1'Y Tr IC TRAFFIC SIGNAL INTERCONNECT CONDUIT FLOWLINE CURVE TABLE CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT Cl 90°00'30" 31.42' 20.00' 20.00 C2 90'00'00" 31.42' 20.00' 20.00 C3 4°52'50" 88.08' 1034.00' 44.06 C4 4'52'50" 88.08' 1034.00' 44.06 C5 90"00' 10" 47.13' 30.00" 30.00 C6 90'00'00" 31.42' 20.00' 20.00 C7 87°' 5'20" 30.46' 20.00' 19.06 C8 2°08'30" 38.65' 1034.00' 19.33 C9 4°52'50" 88.08' 1034.00' 44.07 SIDEWALK CURVE TABLE CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT SC 10 754'00" 34.47' 250.00' 17.26 SC 1 1 7'20'30" 32.03' 250.00' 16.04 SC 12 82°52'00" 1.45' 1.00' 0.88 SC 13 7'08'00" 30.38' 244.00' 15.21 SC 14 6°50'20" 29.84' 250.00' 14.94 SC 15 6°31'10" 28.44' 250.00' 14.24 SC 16 6°50'20" 29.84' 250.00' 14.94 SC 17 0'50'20" 3.66' 250.00' 1.83 SC 18 84°00'00" 1.47' 1.00' 0.90 \/ \/ \/ \/ \/ \/ \/ CONSTRUCTION NOTES: U CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1. < 0 CONSTRUCT 6' STANDARD SIDEWALK PER C.O.B. STD. ST -3. i 3O 404 < R.C.E. 75489 INSTALL TRAFFIC SIGNAL INTERCONNECT AND PULL BOXES PER WROUGHT IRON FENCE PROJECT ENGINEER C.O.B. STD. T-33 AND T-34. /\ < 50 400 / A88A-CASE A. /\ R.C.E. 32178 INSTALL TYPE 111 BARRICADE PER CALTRANS STANDARD PLAN FINISHED FLOOR ENGINEER IV A73C WITH W-31 (CA) SIGN AND OM4-3 MARKER. BARRICADE IS � O 376 T 7O SAWCUT EXISTING EDGE OF PAVEMENT 2' BACK OR AS DIRECTED � �w � BY THE CITY ENGINEER. W W z - - - POLES TO BE RELOCATED BY OTHERS. Qi 3 i I to 372 Lj U W W 2.O�N >q �O EXIST. PVMT.- U CL 3.59,' MAX W < EXISTING 40' 0' 40' 2% MIN. S/DEWALK4:1 368 VERT. SCALE: 1"= 4' TYPE 'A' MAX < 0 EXISTING PROPOSED CURB & GUTTER 0.33' -AC SIDEWALK z 0.75' -AB CL II 364 1.0'-95% COMP. OG. PROPOSED CURB TI = 6 & GUTTER R VALUE = 24.7 / \ A ALLEN ROAD STA. 10+00.00-19+64.09 ' SCALE 0 0 360 I N z w U 0 356 Q -- ----- ---�-- ! ---- l Q I 352 z 0 N -- U O a 348 U \/ \/ \/ \/ \/ \/ \/ CONSTRUCTION NOTES: U CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1. < 0 CONSTRUCT 6' STANDARD SIDEWALK PER C.O.B. STD. ST -3. PROPOSED 3O CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. ST -18. < R.C.E. 75489 INSTALL TRAFFIC SIGNAL INTERCONNECT AND PULL BOXES PER WROUGHT IRON FENCE PROJECT ENGINEER C.O.B. STD. T-33 AND T-34. /\ < 50 CONSTRUCT ACCESS RAMP PER CALTRANS STANDARD PLAN / A88A-CASE A. /\ R.C.E. 32178 INSTALL TYPE 111 BARRICADE PER CALTRANS STANDARD PLAN FINISHED FLOOR ENGINEER IV A73C WITH W-31 (CA) SIGN AND OM4-3 MARKER. BARRICADE IS � O TO BE INSTALLED FROM FLOWLINE TO FLOWLINE. T 7O SAWCUT EXISTING EDGE OF PAVEMENT 2' BACK OR AS DIRECTED � �w � BY THE CITY ENGINEER. W W z - - - POLES TO BE RELOCATED BY OTHERS. Qi 3 REVISION APPROVED BYA 0) 00 W PROPOSED DATE CATHERINE S. WILLIAMS R.C.E. 75489 EXP. WROUGHT IRON FENCE PROJECT ENGINEER w w Z A,4 .4,-M / DATE k14RIAN P. SHAW R.C.E. 32178 -99r FINISHED FLOOR ENGINEER IV � ALLEN R/W ROAD 45' PL 33.42' liv 11' 15' 10+00 11+00 12+00 13+00 14+00 15+00 IM 0) 00 W PROPOSED L0 34' 4' 6' 1 ' WROUGHT IRON FENCE w w Z co / -' w FINISHED FLOOR � O T � �w � wd W W z - - - Z1�- 3 J to Lj U W W 2.O�N >q �O EXIST. PVMT.- U CL 3.59,' MAX W < EXISTING 40' 0' 40' 2% MIN. S/DEWALK4:1 0 VERT. SCALE: 1"= 4' TYPE 'A' MAX < EXISTING PROPOSED CURB & GUTTER 0.33' -AC SIDEWALK z 0.75' -AB CL II 1.0'-95% COMP. OG. PROPOSED CURB TI = 6 & GUTTER R VALUE = 24.7 / \ A ALLEN ROAD STA. 10+00.00-19+64.09 2 NOT TO SCALE 0 0 10+00 11+00 12+00 13+00 14+00 15+00 IM 0) 00 W It L0 w w co 02 w 0 a T � �w wd W W z - - - Z1�- V� r,WZ J to Lj U W W �O U CL W m 0) 00 It L0 w z U a J � �w ZZ: W W z V� r,WZ w Lj U W W �O U CL W m 40' 0' 40' ' 0 . W Q o 0 VERT. SCALE: 1"= 4' z Q z 0 N z U 0 z 0 0 a U � w Q 0 U m 0 a 0 0) 00 It L0 w U a J � �w W W z V� r,WZ w Lj U W W �O U CL m 40' 0' 40' ' 0 . W Q o HORIZ. SCALE: 1"= 40' VERT. SCALE: 1"= 4' BMFORE EXCAVATING CALL • USA 1-800-227-2600 CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT Cl 60°00'00" 20.00' 20.94' 11.55' C2 60'00'00" 20.00' 20.94' 11.55' -0ol 40' O• CONSTRUCTION NOTES= SIDEWALK TRANSITION CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT SC1 754'3" 250.00' 34.47' 17.26' SC2 84° 1'36" 1.00' 1.47' 0.90' SC3 7'20'26" 250.00' 32.03' 1 16.04' SC4 6°54'48" 1 250.00' 1 30.17' 1 15.10' -0ol 40' O• CONSTRUCTION NOTES= NOTES O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE OFFSITE SEWER & STORM DRAIN PLANS FOR SEWER O2 CONSTRUCT 6.0' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 END CURB RETURN &STORM DRAIN DETAILS. (SHEETS C2.0 -C2.1) EXISTING ELECTRIC - -- G 2. ON-SITE PAVING - PAVEMENT TO BE 0.20' TYPE "B" A.C. EXISTING GRADE HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL - EXISTING SANITARY SEWER OVER AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS OCONSTRUCT UNITS STANDARD PLAN R.S.P. A88A-CASE A. CV SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE RIGHT OF WAY �-- POINT OF COMPOUND CURVE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ® SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. BEGIN CURVE ST -9. OINSTALL TRAFFIC SIGANL INTERCONNECT AND PULL BOXES PER 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS SLOPE IN PERCENT C.O.B. STD T-33 AND T-34 STATION PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. © CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD ST -18 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. FURNISH & INSTALL STREET LIGHT -22000 I� 5. REFER TO PLAN FOR STRIPING DETAIL # PER CALTRANS O7 POLES TO BE RELOCATED BY OTHERS WROUGHT IRON FENCE STANDARD SPECIFICATION 8010-21C-19. V) SECTION DESIGNATION: w @o EXISTING SURVEY MONUMENT SECTION LETTER GARAGE ENTRANCE 41 SHEET WHERE SECTION IS SHOWN �0 3 17 it U 0 z Q ccn m xg- w U J TRACT 6129 ALLEN ROAD STA. 10+00.00 - 17+00.00 ALLEN ROAD 34' 1.0' z � J 2.02 MIN EXIST. P VM T. _ MAX FU TURE J SIDEWALK EXISTING 0.3'—AC CURB 8c GUTTER 0.4'—AB CL II 1.0'-95% COMP. OG. 45' R/W PL I- 11' 4.62' 15' PROPOSED WROUGHT IRON FENCE SEE WALL PLANS FINISHED FLOOR i ",--2% MIN. PROPOSED 4:1 MAX SIDEWALK PROPOSED CURB & GUTTER TYPICAL ROUGH GRADING SCALE: NTS ►t I BEGIN CURB RETURN 0 CURB INLET oC) to M O E.C.R. END CURB RETURN O EXISTING ELECTRIC - -- G EXISTING GAS 0'�, EXISTING GRADE _---` - - EXISTING SANITARY SEWER –i --- �V -- CV U LL RIGHT OF WAY �-- POINT OF COMPOUND CURVE P.R.C. POINT OF REVERSE CURVE B. C. BEGIN CURVE E.C. END CURVE 000.00 PROPOSED ELEVATION N N SLOPE IN PERCENT STA. STATION E3) FURNISH & INSTALL STREET LIGHT -9500 c� LUMEN PER C.O.B. STD. ST -14. D FURNISH & INSTALL STREET LIGHT -22000 I� LUMEN PER C.O.B. STD. ST -14. QD STORM DRAIN MANHOLE °c---o---o ---°-0 WROUGHT IRON FENCE Le V) �U w @o EXISTING SURVEY MONUMENT 2 < GARAGE ENTRANCE 41 V) �0 3 17 0, tt EX. EP 0•� m ' 0 400 376 0 I� ti = Q po v Q 813AW — — — LEGEND B.C.R. BEGIN CURB RETURN 0 CURB INLET oC) to M CENTER LINE E.C.R. END CURB RETURN _- - �- - EXISTING ELECTRIC - -- G EXISTING GAS 0'�, EXISTING GRADE _---` - - EXISTING SANITARY SEWER EXISTING STORM DRAIN --- �V -- - EXISTING WATER R/W RIGHT OF WAY P.C.C. POINT OF COMPOUND CURVE P.R.C. POINT OF REVERSE CURVE B. C. BEGIN CURVE E.C. END CURVE 000.00 PROPOSED ELEVATION S OR % SLOPE IN PERCENT STA. STATION E3) FURNISH & INSTALL STREET LIGHT -9500 c� LUMEN PER C.O.B. STD. ST -14. D FURNISH & INSTALL STREET LIGHT -22000 I� LUMEN PER C.O.B. STD. ST -14. QD STORM DRAIN MANHOLE °c---o---o ---°-0 WROUGHT IRON FENCE Le 400 �U CALTRANS STANDARD RAMP A88A @o EXISTING SURVEY MONUMENT 2 < GARAGE ENTRANCE IC TRAFFIC SIGANL INTERCONNECT TIf5 INTERCONNECT PULL BOX 5% 0 I 0 Z oC) to M z c)(D(o� it I Y � 0 0 � 1g 0 U V) W LL LJ u C) m D OC O W O D H Q W Q p W Ln U) m Li.. 404 � cc 0 uj U z0 V E W i= �° I v� W I c� I _ I� z Qz g 0 z orocuW W H 404 400 �U z U M vi J ^ ao 2 < IL W � Lc) j ' �O¢ I 0•� m ' 0 400 376 0 I� W Q po m 0 376 v O N N 372 w W W 50.00 Fr. VERT. CURVE z I 372 - - -- -- --- - - CDco - h - - -- - - - - w - > -- ---- --- tC) O M W O r7 N O M Ofco p O 04O r7 N N N O O w = N -- - -CD -- - w w - - - - - - -- -- n 0 w J LL W - Lq - 368 w w W r`7 w w OI II w w w J w w w o N I 368 - i O CMZ J W _ .. - O- - �- - O- - O W W f i - _ LJiA_...- w -- - -- ---- �t O CD w - Z_ - - - -- - Q J OO Lo pO N J_ V) m X D' o O M aoLo + U 364 Uz O ¢ < > = Q o > Q ~ N Q � Q U Q 364 U - -- -- -- - Qw Q F– m cn 0- cn 0- - w c~n; - -- - - U Q moo APPROXIMATE ALONG STREE� EXISTING PROFIL E CENTERLINE m Q cS - lii cn - -_ U) LJ U) - _ — _ m U1 C� U) — _ S 0.857%= _ - -- S - 0.212 — — --� Ste -0.302% —_ -------- ----------- S=0.2010 —------- -- 62 4% S _ -0.525%- - - - - -- S 360 PROPOSED EA T FLOWLINE 360 EAST FLOWLIN 356 - RIZ. VOERT. SCALE: 44" SCALE: 1"= I 356 - 352 352 348 348 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 5% 0 I 0 Z oC) to M z c)(D(o� it I Y � 0 0 � 1g 0 U V) W LL LJ u C) m D OC O W O D H Q W Q p W Ln U) m Li.. 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Y U � cc _ uj U z0 V 0 �° I I I m C7 -L z Qz g 0 _j orocuW U Ld �� FZ- Q N O o�LL W = i (x) U M vi J ^ W 2 < IL W � Lc) j ' �O¢ PLOT DATE: Feb -4-2008 10:50AM Z co 070098 o zW ZJ SCALE: W LL SHEET NO.: W M D OC N co Zia r c � cc r o Z z0 V ¢ Z �° I w J QWCL z Qz g 0 _j � a �rr�¢ U Ld �� FZ- Q N O o�LL W = i w o IL U M vi J ^ 2 cl) Z 2 L� J ! IL W � Lc) ' �O¢ PLOT DATE: Feb -4-2008 10:50AM JOB NO.: 070098 FILE NAME: 070098 -OFF -C1 SCALE: 1" =40' SHEET NO.: 3OF9 L:\Projects\2007\070098\ACAD\IMPROVEMENTS\SITE IMPNRVEMENTS\OFF SITE\070098-OFF-Cl.dwg 2/1/2008 11:57:24 AM PST /F F,i :•�' 1.1-6612 IlJ•""''I CURVE TABLE BLOCK WALL TOM TOP OF MANHOLE CR CROWN OF ROAD TW TOP OF WALL EP EDGE OF PAVEMENT ----Yy— WATER FC FINISH CONCRETE WROUGHT IRON FENCE FF FINISH FLOOR 4' CURB INLET PER C.O.B. STD. D-14 FP RN/3H PAVEMENT FS RN/3H SURFACE [N�U ��=�| . . 2x2 DRAINAGE INLET PER CHR/STY U-23 - - - ' ' -- -- - '- FL FLOW LINE ---- ----G--- GAS �) �� JUNCTION BOX L3 LANDSCAPE PROPOSED SIDEWALK -----SS— SANITARY SEWER SECTION 0 SANITARY SEWER CLEANOUT SHEET 0 SANITARY SEM/ER MANHOLE CN 8" 3D LANDSCAPE DRAIN ----3D---- STORM DRAIN -------- RIDGE LINE 0 STORM DRAIN --------- CARPORT -e 8.500 LUMEN STREET LIGHT --------- RIGHT OF WAY -e� 22.000 LUMEN STREET LIGHT ----^----- GRASS SWALE ~�--- SLOPE ---XXX--- EXISTING CONTOUR ww , 12 SURFACE DRAIN ME MATCH EX/8T/NG -- UNDER SIDEWALK DRAIN ---/C--- TRAFFIC SIGNAL INTERCONNECT CONDUIT TG TOP OF GRATE FELOWLINE CURVE TABLE Ai CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT 1-12 L Ea _ _ _ _ _ _ _ _ _ _ SIDEWALK VE TABLE CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT 1-12 L Ea 404 41 400 376 372 368 364 360 356 352 348 CONSTRUCTION NOTES: (ID CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1. CONSTRUCT 6' STANDARD SIDEWALK PER C.O.B. STD. ST -3. CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. ST -18. THE CITY ENGINEER. I& REVISION APPROVED BY: A DATE' REBEKAH S/30/ PROJECT ENGINEER -7/90 � _vj, pta ENGINEER IV � | ' 01 cm N En- 61Ld CN Lu 0 10 w18 19+ 50 z :3co G17 `0 . � C3 x _ .4 ALLEN EN R � ALLEN INSTALL TRAFFIC SIGNAL INTERCONNECT AND PULL BOXES PER C.O.B. CONSTRUCT ACCESS RAMP PER CALTRANS STANDARD PLAN A88A-CASE A. ROAD | | INSTALL TYPE /// 13ARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31 (CA) SIGN AND OM4-3 MARKER. BARRICADE IS TO BE INSTALLED -- -- -- EXFROM FLOWLINE TO FLOWLINE IST. pVMT SAWCUT EXISTING EDGE OF PAVEMENT 2' BACK OR AS DIRECTED BY / --- y FUTURE 50^ 8.5' 41.5' | 6. 0' TYPE)\^ / ``---- �x�b/VV6 ,-AC __� rnvr"��� CURB &GUTTER O'3JSIDEWALK O.75' --AB CL ' ~---PROPOSED CURB 1.0'-957. COMP. 0�. T1 = 0 & CUTTER R VALUE = 24.7 I'lB ALLEN ROAD STA 19+64.09-23+17.03 NOTTO SCALE �� ��� ����� 2 7. M IN. 4:1 MAX PROPOSED WROUGHT IRON FENCE SEE WALL PLANS FINISHED FLOOR A An 1-12 L Ea CN �� ��� ����� 2 7. M IN. 4:1 MAX PROPOSED WROUGHT IRON FENCE SEE WALL PLANS FINISHED FLOOR A An 1-12 L Ea Lu j, LEGEND CFLOWLINE CURVE TABLEA, CURVE TABLE BLOCK WALL TOM TOP OF MANHOLE CR CROWN OF ROAD TW TOP OF WALL EP EDGE OF PAVEMENT W WATER FC FINISH CONCRETE 20.00' WROUGHT IRON FENCE FF FINISH FLOOR 88.08' 4' CURB INLET PER C.O.B. STD. D-14 FP FINISH PAVEMENT 4`52'50" 88.08' 1034.00' FS FINISH SURFACE ® 47.13' 2'x2' DRAINAGE INLET PER CHRISTY U-23 FL FLOW LINE 90'00'00" 31.42' G GAS D JUNCTION BOX LS LANDSCAPE O PROPOSED SIDEWALK SS SANITARY SEWER A SECTION • SANITARY SEWER CLEANOUT # SHEET © SANITARY SEWER MANHOLE - - g' SD LANDSCAPE DRAIN SD STORM DRAIN - - - - - RIDGE LINE OO STORM DRAIN --------- CARPORT VERT. SCALE: 1"=4' 9,500 LUMEN STREET LIGHT - - RIGHT OF WAY 22,000 LUMEN STREET LIGHT GRASS SWALE }- SLOPE XXX EXISTING CONTOUR ® 12" SURFACE DRAIN ME MATCH EXISTING T- UNDERSIDEWALKDRAIN IC TRAFFIC SIGNAL INTERCONNECT CONDUIT CFLOWLINE CURVE TABLEA, CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT Cl 90°00'30" 31.42' 20.00' 20.00 C2 90°00'00" 31.42' 20.00' 20.00 C3 4`52'50" 88.08' 1034.00' 44.06 C4 4`52'50" 88.08' 1034.00' 44.06 C5 90'00'10" 47.13' 30.00' 30.00 C6 90'00'00" 31.42' 20.00' 20.00 C7 87' 15'20" 30.46' 20.00' 19.06 C8 2'08'30" 38.65' 1034.00' 19.33 C9 4°52'50" 1 88.08' 1 1034.00' 1 44.07 , SIDEWALK CURVE TABLE CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT SC 10 754'00" 34.47' 250.00' 17.26 SCI 1 7°20'30" 32.03' 250.00' 16.04 SC 12 82°52'00" 1.45' 1.00' 0.88 SC 13 7°08'00" 30.38' 244.00' 15.21 SC 14 6°50'20" 29.84' 250.00' 14.94 SC 15 6'31 ' 10" 28.44' 250.00' 14.24 SC16 6'50'20" 29.84' 250.00' 14.94 SC17 0'50'20" 3.66' 250.00' 1.83 SC 18F84'00 looll 1.47' 1.00' 0.90 17+00 T co 6 O j 1 Y I�¢w Q r Qw M M I w cr-LLJ (D 00 U Q I �1 1 6 REVISION APPROVED BY:01 I*kidtU�c,. -t& DATE CATHERINE S. WILLIAMS R.C.E. 75489 EXP. PROJECT ENGINEER DATE MARIAN P. SHAW R.C.E. 32178 -:Ei*-, ENGINEER IV 0 _ -19+ X66 G¢��66h 20t0�+CR1�66� c� �6 21-1 - --� wo CONSTRUCTION NOTES: R/W U 1O. CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1. 20 CONSTRUCT 6' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 3O CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. ST -18. 50' IV INSTALL TRAFFIC SIGNAL INTERCONNECT AND PULL BOXES PER PL 30.45' IV C.O.B. STD. T-33 AND T-34. 5O CONSTRUCT ACCESS RAMP PER CALTRANS STANDARD PLAN 8.5' VARIES A88A-CASE A. INSTALL TYPE 111 BARRICADE PER CALTRANS STANDARD PLAN w Z -i -i LLJ A73C WITH W-31 (CA) SIGN AND OM4-3 MARKER. BARRICADE IS ti TO BE INSTALLED FROM FLOWLINE TO FLOWLINE. 41.5' 7O SAWCUT EXISTING EDGE OF PAVEMENT 2' BACK OR AS DIRECTED BY THE CITY ENGINEER. w POLES TO BE RELOCATED BY OTHERS. A' 6 O j 1 Y I�¢w Q r Qw M M I w cr-LLJ (D 00 U Q I �1 1 6 REVISION APPROVED BY:01 I*kidtU�c,. -t& DATE CATHERINE S. WILLIAMS R.C.E. 75489 EXP. PROJECT ENGINEER DATE MARIAN P. SHAW R.C.E. 32178 -:Ei*-, ENGINEER IV 0 _ -19+ X66 G¢��66h 20t0�+CR1�66� c� �6 21-1 - --� wo 0 > o ai /100 d / ►- C7 4 BJ 77HM Hl)o 18 N N w N N LLI V) _ s o --_- B 3 T ~ ALLEN ROAD STA. 17+50-23+17.03 R/W U � ALLEN Q V � J ROAD 50' IV PL 30.45' IV z� �z 8.5' VARIES ww w Z -i -i LLJ 10.07' ti 41.5' Ol ¢ w 6.0' 1 ' WROUGHTDIRON FENCE iv 0 SEE WALL PLANS W F HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=4' o o o Q Z mo FINISHED FLOOR O S z < X61 2.0____ � MIN 2�°_ EF- (n U) EXIST. PVMT- 3.5q MAX - ~ N z FUTURE 6 27. MIN. 0 SIDEWALK4:1 MAX EXISTING TYPE A 23 00 PROPOSED CURB & GUTTER 0.33' -AC +- - - - SIDEWALK N 0.75' -AB CL II 1.0'-959. COMP. OG. PROPOSED CURB z 0 TI = 6 & GUTTER 0 R VALUE = 24.7 B ALLEN ROAD STA. 19+64.09-23+17.03 a 3 NOT TO SCALE 1 0 0 > o ai /100 d / ►- C7 4 BJ 77HM Hl)o 18 N N w N N LLI V) _ s o --_- B 3 T ~ ALLEN ROAD STA. 17+50-23+17.03 �aG�NEER * b/ ado 0 3� rn & 2, z v o sy�3a * CSOF U Q V � J J z w Ld z� �z CL CL ww w Z -i -i LLJ (� ti Ol ¢ w 0 d 0 iy_ w CL , CL o F HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=4' o o o Q mo a z < X61 0 EF- (n U) ` pR ~ N z 6 0 23 00 - - +- - - - N �aG�NEER * b/ ado 0 3� rn & 2, z v o sy�3a * CSOF U Q V � J J z w Ld z� �z CL CL ww z ti _ o �w w 0 0 iy_ w CL , CL o HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=4' Q z a z 0 ~ N z 0 0 z 0 0 a U � w Q 0 U } m 0 0 �aG�NEER * b/ ado 0 3� rn & 2, z v o sy�3a * CSOF U Q V � J J w Ld z� �z ww z w7) _ o �w 40 0' 40' 0 iy_ w CL , CL o HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=4' Q BEFORE E WAVA77NG CALL • USA 1-800-227-2800 CONSTRUCTION CURVE TABLE NOTES= O CURVE DELTA RADIUS LENGTH TANGENT C3 4°52'50" 1034.00' 88.08' 44.06' C4 4°52'50" 1034.00' 88.08' 44.06' C5 89°59'43" 30.00' 47.12' 30.00' CONSTRUCTION NOTES: NOTES= O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE OFFSITE SEWER & STORM DRAIN PLANS FOR SEWER O2 CONSTRUCT 6.0' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 EXISTING ELECTRIC & STORM DRAIN DETAILS. (SHEETS C2.0 -C2.1) EXISTING GAS m O EXISTING GRADE 2. ON-SITE PAVING - PAVEMENT TO BE 0.20' TYPE "B" A.C. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL EXISTING WATER OVER AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS r UNITS STANDARD PLAN R.S.P. A88A-CASE A. P.R.C. SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE 00 o pl-, op hN Og ]4 2�4 "E 1 E.C. q. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ® SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. STA. ST- 9. OINSTALL TRAFFIC SIGANL INTERCONNECT AND PULL BOXES PER 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS FURNISH & INSTALL STREET LIGHT -22000 C.O.B. STD T-33 AND T-34 OD PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. © CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD ST -18 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. CALTRANS STANDARD RAMP A88A VERT. SCALE: 1 „= 4, EXISTING SURVEY MONUMENT 5. REFER TO PLAN FOR STRIPING DETAIL # PER CALTRANS O POLES TO BE RELOCATED BY OTHERS T�5 STANDARD SPECIFICATION 8010-21C-19. R/W SECTION DESIGNATION: SECTION LETTER L_ - A SHEET WHERE SECTION IS SHOWN ALLEN ROAD 50' 1- n 41.5' 1.0' i W Q v� 2.0_ � MIN — EXIST. P UM T. _ — 3.5,2,MAX 8.5' 6' % R/W PL 15' VARIES 7.12' 1 n —PROPOSED WROUGHT IRON FENCE- SEE ENCESEE WALL PLANS FINISHED FLOOR FUTURE '--2% MIN. SIDEWALK 4:1 MAX EXISTING 0.3'—AC PROPOSED CURB & GUTTER SIDEWALK 0.4'—AB CL II 1.0'-95% COMP. OG. PROPOSED CURB & GUTTER TYPICAL ROUGH GRADING .I iI II ry �r II I W z II I I __j I I Q� i II TRACT 6453 II o r "' I I Q O to 0 N O II II O O — C) II J—I U,� ULi CiL i T m np U Li cq O M N tf7 1 �6sflJ U N i ss I� c� C6 06 +rn�? oo��sos ------ �Z-----x----- ear-e<r ---- __ ---------- - —,_. -- -- � s ------ Q----���ss ----�Q Q --------s ------------ -- -_ - .��_. ?rte' Q Q �J Q Q m (i) cn W U) V)m I— i— I— om cn u)cn� s 19 + " Fp��s��J 20+00 Ag��s� cam'-6ss21+00 ^`}s, 221NO0 23+00 O — tol vJ J --- — — — ------ —_�— %sem N A --------------- C ---- EX. EP N . -- -- -- xy -� N� r`�sc`"'°r� r`ts� O � ,�-.o(`�s;•n `�s� — � i _ RE/NA ROAD C3x r"'" x rib, x ,o x'k.� v8maj .x _ .x. .,. x. �!'.'� -x - - -- -d�— K -4' �fl A VSs T 5 _6' TR5 x t �J �J _06 T — — — — — ro _ 813A R/ W I #6 I c x � /o I cc) J �s – ALLEN ROAD STA. 17+00.00 - 23+17.23 MATCH LINE SEE SHEET C-1.3 SCALE: NTS L:\Projects\2007\070098\ACAD\IMPROVEMENTS\SITE IMPORVEMENTS\OFF SITE\070098-OFF-Cl.dwg 2/1/2008 51:57:24 AM PST LEGEND I U I Z X W CURB INLET 10:50AM w E.C.R. ll •`�J i EXISTING ELECTRIC — = - EXISTING GAS m O EXISTING GRADE W U LLj ---- EXISTING STORM DRAIN - -- '� - EXISTING WATER LLJ V) r �� POINT OF COMPOUND CURVE P.R.C. I LAJ z 00 o pl-, op hN Og ]4 2�4 "E 1 E.C. q. 000.00 PROPOSED ELEVATION S OR SLOPE IN PERCENT STA. --- --- 40' 0' 40' tv— LUMEN PER C.O.B. STD. ST -14. ss Ex. P in 'n FURNISH & INSTALL STREET LIGHT -22000 U LUMEN PER C.O.B. STD. ST -14. OD STORM DRAIN MANHOLE °� HORIZ. SCALE: 1"=40' Le _ CALTRANS STANDARD RAMP A88A VERT. SCALE: 1 „= 4, EXISTING SURVEY MONUMENT _ TRAFFIC SIGANL INTERCONNECT T�5 INTERCONNECT PULL BOX R/W I. I 11 �r�E? ► x ALLEN ROAD 50' 1- n 41.5' 1.0' i W Q v� 2.0_ � MIN — EXIST. P UM T. _ — 3.5,2,MAX 8.5' 6' % R/W PL 15' VARIES 7.12' 1 n —PROPOSED WROUGHT IRON FENCE- SEE ENCESEE WALL PLANS FINISHED FLOOR FUTURE '--2% MIN. SIDEWALK 4:1 MAX EXISTING 0.3'—AC PROPOSED CURB & GUTTER SIDEWALK 0.4'—AB CL II 1.0'-95% COMP. OG. PROPOSED CURB & GUTTER TYPICAL ROUGH GRADING .I iI II ry �r II I W z II I I __j I I Q� i II TRACT 6453 II o r "' I I Q O to 0 N O II II O O — C) II J—I U,� ULi CiL i T m np U Li cq O M N tf7 1 �6sflJ U N i ss I� c� C6 06 +rn�? oo��sos ------ �Z-----x----- ear-e<r ---- __ ---------- - —,_. -- -- � s ------ Q----���ss ----�Q Q --------s ------------ -- -_ - .��_. ?rte' Q Q �J Q Q m (i) cn W U) V)m I— i— I— om cn u)cn� s 19 + " Fp��s��J 20+00 Ag��s� cam'-6ss21+00 ^`}s, 221NO0 23+00 O — tol vJ J --- — — — ------ —_�— %sem N A --------------- C ---- EX. EP N . -- -- -- xy -� N� r`�sc`"'°r� r`ts� O � ,�-.o(`�s;•n `�s� — � i _ RE/NA ROAD C3x r"'" x rib, x ,o x'k.� v8maj .x _ .x. .,. x. �!'.'� -x - - -- -d�— K -4' �fl A VSs T 5 _6' TR5 x t �J �J _06 T — — — — — ro _ 813A R/ W I #6 I c x � /o I cc) J �s – ALLEN ROAD STA. 17+00.00 - 23+17.23 MATCH LINE SEE SHEET C-1.3 SCALE: NTS L:\Projects\2007\070098\ACAD\IMPROVEMENTS\SITE IMPORVEMENTS\OFF SITE\070098-OFF-Cl.dwg 2/1/2008 51:57:24 AM PST LEGEND B.C.R. BEGIN CURB RETURN Z X W CURB INLET 10:50AM CENTER LINE E.C.R. END CURB RETURN - -- - EXISTING ELECTRIC — = - EXISTING GAS m O EXISTING GRADE W U EXISTING SANITARY SEWER -- EXISTING STORM DRAIN - -- '� - EXISTING WATER R/W RIGHT OF WAY P.C.C. POINT OF COMPOUND CURVE P.R.C. POINT OF REVERSE CURVE B. C. BEGIN CURVE E.C. END CURVE 000.00 PROPOSED ELEVATION S OR SLOPE IN PERCENT STA. STATION E�) FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. D FURNISH & INSTALL STREET LIGHT -22000 U LUMEN PER C.O.B. STD. ST -14. OD STORM DRAIN MANHOLE °� WROUGHT IRON FENCE Le CALTRANS STANDARD RAMP A88A @o EXISTING SURVEY MONUMENT GARAGE ENTRANCE IC TRAFFIC SIGANL INTERCONNECT T�5 INTERCONNECT PULL BOX I_ 404 __. 400 I 376 - �G\SEK Oo Q rn co cm O v u") U Z X W z U (D a. 10:50AM �70C 0 o z Y WO W p N U Q } U O W 3 m O O 1D Q W Q ul) (n m W U U 348 C U 0 1"=40- S :H[E E TNO.: W 4OF9 4! fif W cum m Q Z k ain IL in U Z m V) Z o U 0 N W Of W cl. Z Z o � w U w of o 0 J of 000 I o LLj � I �G\SEK Oo Q rn co cm O v u") U Z X W z U (D a. 0 0 r W U 0 �Of W V) W U Z • W H U W N W ma. �. a �j o 00 0 n (D PLOFTT T4-2008 Q rn co cm O v u") U z U (D a. 10:50AM �70C 0 o z _ WO W p N U Q } U O W 3 m O O 1D Q W Q ul) (n m W U 070098 -OFF -C1 348 C U 0 1"=40- S :H[E E TNO.: 4OF9 4! fif W cum m Q Z k ain IL in 372 co 368 z H W— - ---- - - UL U co20 A--�� i - -- F— Lu0a. p 364 0 m a. z 0 Q�z u = C� a.W¢ 360 ----- Lu o - o Q zO�Ca •� g p 5 co N CA 0 In Z z CD N ��.� 1 -- - - ------------ W w VUMmcoz 356 0 w �' a: m IL u co 0Q - - - Lo °°>o 352 PLOFTT T4-2008 eb 10:50AM - -- JOB NO.: 070098 FILE NAME: - - - 070098 -OFF -C1 348 SCALE: "=40'SHEET 1"=40- S :H[E E TNO.: 4OF9 1.1-6612 . LEGEND CURVE DELTA ® BLOCK WALL TOM TOP OF MANHOLE CR CROWN OF ROAD TW TOP OF WALL EP EDGE OF PAVEMENT W WATER FC FINISH CONCRETE -0 WROUGHT IRON FENCE FF FINISH FLOOR C4 4' CURB INLET PER C.O.B. STD. D-14 FP FINISH PAVEMENT 44.06 C5 FS FINISH SURFACE ® 2'x2' DRAINAGE INLET PER CHRISTY U-23 FL FLOW LINE 31.42' 20.00' G GAS 0 JUNCTION BOX LS LANDSCAPE SC17 PROPOSED SIDEWALK SS SANITARY SEWER A SECTION • SANITARY SEWER CLEANOUT 1083.17' SHEET OO SD SANITARY SEWER MANHOLE - - 8" SD LANDSCAPE DRAIN STORM DRAIN - - - - - RIDGE LINE Oo -e�o STORM DRAIN --------- CARPORT -D 9,500 LUMEN STREET LIGHT - - RIGHT OF WAY 22,000 LUMEN STREET LIGHT GRASS SWALE SLOPE e 12" SURFACE DRAIN XXX EXISTING CONTOUR - UNDER SIDEWALK DRAIN ME MATCH EXISTING TG TOP OF GRATE IC TRAFFIC SIGNAL INTERCONNECT CONDUIT FLOWLINE CURVE TABLE CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT Cl 90°00'30" 31.42' 20.00' 20.00 C2 90°00'00" 31.42' 20.00' 20.00 C3 4°52'50" 88.08' 1034.00' 44.06 C4 4°52'50" 88.08' 1034.00' 44.06 C5 90°00'10" 47.13' 30.00' 30.00 SC 15 90'00'00" 31.42' 20.00' 20.00 VC7 85° 11'20" 2974' 20.00' 18.39 SC17 0°02'20" 1.29' 1855.56' 0.64 J\ SC 18 4°39'30" 88.07' 1083.17' 44.06 SIDEWALK CURVE TABLE CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT SC10 7'54'00" 34.47' 250.00' 17.26 SC 11 7°20'30 " 32.03' 250.00' 16.04 SC12 82°52'00" 1.45' 1.00' 0.88 SC 13 7'08'00" 30.38' 244.00' 15.21 SC14 6°50'20 29.84' 250.00' 14.94 SC 15 6'31 ' 10 " 28.44' 250.00' 14.24 SC 16 6'50'20 " 29.84' 250.00' 14.94 SC17 0'50'20" 3.66' 250.00' 1.83 SC 18 84°00'00" 1.47' 1.00' 0.90 REINA RIW ROAD 50' PL 36.48' 8.5' 9.06' 41.5' P . 6 P 2.5 n w Z o PROPOSED WROUGHT IRON FENCE SEE WALL PLANS � FINISHED FLOOR 2.09 M/N- -C EXIST. PVMT. ----� - _ MAX EXISTING SIDEWALK TYPE 'A' MIN. EXISTING PROPOSED 2/ CURB & GUTTER 0.33' -AC 4:1 MAX 0.75' -AB CL 11 SIDEWALK 1.0'-959 COMP. OG. PROPOSED CURB TI = 6 & GUTTER R VALUE = 24.7 REINA ROAD STA -10+00.00-'12+86.50 4 NOT TO SCALE 0' REINA ROAD 45' I 11' 34' 4' 6' w Z J R/W PL 29.40' ---AV- 10. 50' V- 10.50' 29 MIN. 4:1 MAX � I I zQ � `` _ �l I C N R CTI N 0 S: `I J Z � 10 Q p I xx °�1 I6116ry1 I 0 } N U U ^0�1 11 C, I O CONSTRUCT TYPE 'B" CURB AND GUTTER PER C.O.B. STD. ST -1. �x �� of o �� �' P - P-0 0 y� `y0o' 2. CONSTRUCT ' 0 0 ��6 66 "' 9° I o o `� �n o I 6a UCT 6 STANDARD SIDEWALK PER C.O.B. STD. ST -3. m 0 5 �t 5 (; 5 � `�� 6� of I ¢ cv N -� 4 cel 'A Z � 01 '��" �6 1 '1? � o � � o 0 0 0 o Y g5 o ° 66. 5 6 1 �t of 0. ,n � r o o cV N Q m of o ' 6°' 3Q CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. ST -18. 0 O + 0 �� 6� 9�� y1 y1 m �` r7 d ,� 00 w 69. t 9_ yl m+ o+ d � 6' > 0 �g. G� �, _ D d M ep w o C rrr Q N � _ - - 5 -` m _ a; ,� _ �, M1� o_ `�, \ ® INSTALL TRAFFIC SIGNAL INTERCONNECT AND PULL BOXES PER C.O.B. o� '� °° °° F- N 6.� g. `t `� r Y N �'c� ��P c STD. T-33 AND T-34. Q Q Q 619 1 �`� Lo prj _ 2 o -I N D of Z; raj Fd + °' ° Lo r r- -_0 r\ - �i _ P Y Q N �- � Y `n g. 99 G� X11 o + + co _ -P Qi i _j of F- (n (n + J �? ai - -i oi - z N J r, N ; �6 j �_ `� '.,� �' v r i i � i + ¢ °O ¢ 0O w Q o N Q x; m x _ 5O CONSTRUCT ACCESS RAMP PER CALTRANS STANDARD PLAN A88A-CASE m �P- a � - � +ems + o + � +-a uXcr- + 6g 6" of Q w w Lo 0 2 Lu Lo C° - w cfl (o uj ep eo 1 k�l 61181 ��\�6 hg1 6110 5� w -� Q 369 Fa(Ifd 2 " U, o . J o =; Q ar.. �- A. d�Q-ted 0,1 DO _ _��o G�� ��6� ��6�6�1 0� 1 05 ti� mcn w n mN c�l-�� �-� w(~n c�<c����c��z�a¢¢zP¢- + " 6 ge 01°'1 601 w N a N N co m © INSTALL TYPE 111 BARRICADE PER CALTRANS STANDARD PLAN A73C WITH 061 mcnm(nmcnwcnQ(nw(n�wcn GG� 0 0 6 �` 12c �U G�1�9601 �`��cl 8W �6� �° 0�3l 0 �"' b 1� 6 " - 4 6 1 G 9 1 +00 G �� 1� �,� �o - 1 o ti ti 7C W-31 CA SIGN AND OM4-3 MARKER. BARRICADE IS TO BE INSTALLED -+ --- 14 L �n z`� 7 1" 1. o i It x OO 61 `b O dl QQ`� 00��6 61 i QQ`�69 �6g �l aha. 01 -� 911 6 , ak1 G4 0 FROM FLOWLINE TO FLOWLINE 60,1 QG� 6 y 6 51 1 1 N QQ` 4 7 5 - - - - 6 - - - - - - - OE �, 0 x �. j 8 x �:2 E 0' E E � x �'00., 5 x 6• 6 • 0 6• 6 - 6 L x Q Q L ti -w G � \ x GL 1h C - Jim" rn D Q� � � � �° � `����`� `� x .� $°1 10 0 .: �•�-� c�� j i 65� q. � --- ____ 60 � 601 �C +\�� ,,. ..� �i � r" rn9' r _.,fA.,. `' I�S/kC l r tG i, aQ`• X: SEE SHEET 3 -PROPOSED WROUGHT IRON FENCE SEE WALL PLANS FINISHED FLOOR A REV1SiON 404rt- � i i DATE kEBEKAH L. GODETfR.C.E. 8 485 i EXP. 9/0/16 PROJECT ENGINER _ r--- ----- -- - - - 400 I 4�' DINE MARIAN R SHAW !R.C.E. 3?178 ;EXP.12/31/16 I NGINEER IV I I ' 376 I i c 372 N i 00 O O ----- --- 368 O 364 i o ; P 360 i w 356 j � 1 M I i 1 O E 352 1 3 O i , � f a 348 I 3 � Q _ cQn 2 .0,%, q 1V- 2% EXIST. PVMT• -- -M- MAX - EXISTING a LQ SIDEWALK EXISTING TYPE 'A' 0.33' -AC PROPOSED CURB & GUTTER 0.75' -AB CL it SIDEWALK 1.0'-959 COMP. OG. PROPOSED CURB TI = 6 & GUTTER R VALUE = 24.7 REINA ROAD STA 12+86.50-16+54.53 4 J NOT TO SCALE 0 29 MIN. 4:1 MAX � I I zQ � `` _ �l I C N R CTI N 0 S: `I J Z � 10 Q p I xx °�1 I6116ry1 I 0 } N U U ^0�1 11 C, I O CONSTRUCT TYPE 'B" CURB AND GUTTER PER C.O.B. STD. ST -1. �x �� of o �� �' P - P-0 0 y� `y0o' 2. CONSTRUCT ' 0 0 ��6 66 "' 9° I o o `� �n o I 6a UCT 6 STANDARD SIDEWALK PER C.O.B. STD. ST -3. m 0 5 �t 5 (; 5 � `�� 6� of I ¢ cv N -� 4 cel 'A Z � 01 '��" �6 1 '1? � o � � o 0 0 0 o Y g5 o ° 66. 5 6 1 �t of 0. ,n � r o o cV N Q m of o ' 6°' 3Q CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. ST -18. 0 O + 0 �� 6� 9�� y1 y1 m �` r7 d ,� 00 w 69. t 9_ yl m+ o+ d � 6' > 0 �g. G� �, _ D d M ep w o C rrr Q N � _ - - 5 -` m _ a; ,� _ �, M1� o_ `�, \ ® INSTALL TRAFFIC SIGNAL INTERCONNECT AND PULL BOXES PER C.O.B. o� '� °° °° F- N 6.� g. `t `� r Y N �'c� ��P c STD. T-33 AND T-34. Q Q Q 619 1 �`� Lo prj _ 2 o -I N D of Z; raj Fd + °' ° Lo r r- -_0 r\ - �i _ P Y Q N �- � Y `n g. 99 G� X11 o + + co _ -P Qi i _j of F- (n (n + J �? ai - -i oi - z N J r, N ; �6 j �_ `� '.,� �' v r i i � i + ¢ °O ¢ 0O w Q o N Q x; m x _ 5O CONSTRUCT ACCESS RAMP PER CALTRANS STANDARD PLAN A88A-CASE m �P- a � - � +ems + o + � +-a uXcr- + 6g 6" of Q w w Lo 0 2 Lu Lo C° - w cfl (o uj ep eo 1 k�l 61181 ��\�6 hg1 6110 5� w -� Q 369 Fa(Ifd 2 " U, o . J o =; Q ar.. �- A. d�Q-ted 0,1 DO _ _��o G�� ��6� ��6�6�1 0� 1 05 ti� mcn w n mN c�l-�� �-� w(~n c�<c����c��z�a¢¢zP¢- + " 6 ge 01°'1 601 w N a N N co m © INSTALL TYPE 111 BARRICADE PER CALTRANS STANDARD PLAN A73C WITH 061 mcnm(nmcnwcnQ(nw(n�wcn GG� 0 0 6 �` 12c �U G�1�9601 �`��cl 8W �6� �° 0�3l 0 �"' b 1� 6 " - 4 6 1 G 9 1 +00 G �� 1� �,� �o - 1 o ti ti 7C W-31 CA SIGN AND OM4-3 MARKER. BARRICADE IS TO BE INSTALLED -+ --- 14 L �n z`� 7 1" 1. o i It x OO 61 `b O dl QQ`� 00��6 61 i QQ`�69 �6g �l aha. 01 -� 911 6 , ak1 G4 0 FROM FLOWLINE TO FLOWLINE 60,1 QG� 6 y 6 51 1 1 N QQ` 4 7 5 - - - - 6 - - - - - - - OE �, 0 x �. j 8 x �:2 E 0' E E � x �'00., 5 x 6• 6 • 0 6• 6 - 6 L x Q Q L ti -w G � \ x GL 1h C - Jim" rn D Q� � � � �° � `����`� `� x .� $°1 10 0 .: �•�-� c�� j i 65� q. � --- ____ 60 � 601 �C +\�� ,,. ..� �i � r" rn9' r _.,fA.,. `' I�S/kC l r tG i, aQ`• X: SEE SHEET 3 -PROPOSED WROUGHT IRON FENCE SEE WALL PLANS FINISHED FLOOR A REV1SiON 404rt- � i i DATE kEBEKAH L. GODETfR.C.E. 8 485 i EXP. 9/0/16 PROJECT ENGINER _ r--- ----- -- - - - 400 I 4�' DINE MARIAN R SHAW !R.C.E. 3?178 ;EXP.12/31/16 I NGINEER IV I I ' 376 I i c 372 N i 00 O O ----- --- 368 O 364 i o ; P 360 i w 356 j � 1 M I i 1 O E 352 1 3 O i , � f a 348 1 2 0 ELEV 367.45 I 1 4 Di ELEV. 367.39E 24 HIGH PR SSURE GAS MAIN 10+00 11+00 12+00 i I fp"(1 S I I VIS II I I?: REINA ROAD I � f i i f E i t - i n__. -- N7 i co -- 1 } I 2 � I v �I [ PROXI ATE E)(STING ROFILI A ONG S REET GENTERLINE mm W��� we - ' t I 'i S=0.124% ? S=O. S= ' • 999 I S ' 1 25% I 11/4 A EEV. 3 8.10 1 3�4 A E EV. 3628.58 } PROPO . 2 -LE Ell 368.49 _---; 1/4 A iLEV. 367.95 } 1 4 A E EV. 368.40 j I i i I i s I i I i i I 1 E i i i P 13+00 14+00 15+00 TH FLOWLINE 16+00 69a1 70 SAWCUT EXISTING EDGE OF PAVEMENT 2' BACK OR AS DIRECTED BY THE CiTY ENGINEER. a � ® POLES TO BE RELOCATED BY OTHERS ER v) � b/ ��, p�•Ct ydo LoW oo C14 z > U y o Li 18 - -- - 0 Ld ow w Y W W---) wW m .9 40' 0' 40' > M 0 x HORIZ. SCALE: 1"= 40' a- Q VERT. SCALE: 1"= 4' Q o i i i-- ---- ----_ - --'-- ---- - ---- - --- ---7----- -- LJ M O O Ii Q rn D 22, W I Q N d U 404 x € I Z U c0 �_ _ ' o t Li J � Y w ` ! Q O LL c0 c0 Q N m LJ w (:J '------ ---- --- -- ----- --- 00 ~ Y _i X D t� N mLj LQi = Y ~U Q W 400 = �D i ' o E c � � Z J j LQ i 376 m m - + ---- ° - I - -- -- -- _ cu ---- --- W } ^ ! 1 m Q N w = oCy z V 372 } i i i I 68 cc t i J - - -- -- - --- N co co -< Z a Z i aa. 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S= ' • 999 I S ' 1 25% I 11/4 A EEV. 3 8.10 1 3�4 A E EV. 3628.58 } PROPO . 2 -LE Ell 368.49 _---; 1/4 A iLEV. 367.95 } 1 4 A E EV. 368.40 j I i i I i s I i I i i I 1 E i i i P 13+00 14+00 15+00 TH FLOWLINE 16+00 69a1 70 SAWCUT EXISTING EDGE OF PAVEMENT 2' BACK OR AS DIRECTED BY THE CiTY ENGINEER. a � ® POLES TO BE RELOCATED BY OTHERS ER v) � b/ ��, p�•Ct ydo LoW oo C14 z > U y o Li 18 - -- - 0 Ld ow w Y W W---) wW m .9 40' 0' 40' > M 0 x HORIZ. SCALE: 1"= 40' a- Q VERT. SCALE: 1"= 4' Q o i i i-- ---- ----_ - --'-- ---- - ---- - --- ---7----- -- LJ M O O Ii Q rn D 22, W I Q N d U 404 x € I Z U c0 �_ _ ' o t Li J � Y w ` ! Q O LL c0 c0 Q N m LJ w (:J '------ ---- --- -- ----- --- 00 ~ Y _i X D t� N mLj LQi = Y ~U Q W 400 = �D i ' o E c � � Z J j LQ i 376 m m - + ---- ° - I - -- -- -- _ cu ---- --- W } ^ ! 1 m Q N w = oCy z V 372 } i i i I 68 cc t i J - - -- -- - --- N co co -< Z a Z i aa. LU w I N � �W } i c� 360 v a� Et Qp co v G Q F W Oto O ------- z v =O� JLi Ll j O = U N Q 1 356 0 v �mN Wca z i } ; LL N v - PLOT DATE: 352 JUNE 17 2016 _ ---- JOB NO.: 160033 1 - FILE NAME- - -- --- 160033 -OFF -ST 348 SCALE: 1 " = 4'. 1 = 40 17+00 1.1-6612 SHEET NO.: R5 OF 8 1 1 r / C I BEFIORE EXCAVATING CURVE TABLE CURVE TABLE CURVE CALL • U5A DELTA RADIUS 1-800-227-2600 TANGENT C5 CONSTRUCTION NOTES= 30.00' O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 C6 O2 CONSTRUCT 6.0' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 30.67' OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 91'42'18" 20.00' UNITS STANDARD PLAN R.S.P. A88A-CASE A. 20.60' ® SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 20.00' OINSTALL TRAFFIC SIGANL INTERCONNECT AND PULL BOXES PER C9 1 3°32'39"11034.00'1 C.O.B. STD T-33 AND T-34 63.96' © CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD ST -18 - O POLES TO BE RELOCATED BY OTHERS o NOTES: LUMEN PER C.O.B. STD. ST -14. 1. SEE OFFSITE SEWER & STORM DRAIN PLANS FOR SEWER > W ] 0 & STORM DRAIN DETAILS. (SHEETS C2.0 -C2.1) W w 2. ON-SITE PAVING - PAVEMENT TO BE 0.20' TYPE "B" A.C. - - - - OVER AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS -'- - - - - - m N SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE 372 372 COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. wW j cr�d- J ST -9. W M 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. W 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. I� 5. REFER TO PLAN FOR STRIPING DETAIL # PER CALTRANS !! STANDARD SPECIFICATION 8010-21C-19. I! < SECTION DESIGNATION: II ! Q° SECTION LETTER ! I I C6 Lo --------- w m wc/) --- ----- - 1--- �!F Z SHEET WHERE SECTION IS SHOWN 1i o - --- ----- --_ S 0.261 % ,01 / m IS = 0.250% U S = 0.509% < I REINA ROAD 50' 1 - -- --- A 41.5' 1.0' _ EXIST. P VM T' 2.07 MIN ):Tt ___ _ 359'MAX EXISTING J SIDEWALK EXISTI NG0.3' -AC CURB & GUTTER 0.4' -AB CL II 1.0'-95% COMP. OG. 8.5' R/w VARIES PL 10'_11' 7.12' PROPOSED BREAK 6' I 2.5' CURVE TABLE CURVE TABLE CURVE CURVE DELTA RADIUS LENGTH TANGENT C5 89'59'43" 30.00' 47.12' 30.00' C6 1'4 1 '58" 1034.00 30.67' 15.34' C7 91'42'18" 20.00' 32.01' 20.60' C8 86'27'03" 20.00' 30.18' 18.80' C9 1 3°32'39"11034.00'1 W 63.96' 31.99' REINA ROAD 50' 1 - -- --- A 41.5' 1.0' _ EXIST. P VM T' 2.07 MIN ):Tt ___ _ 359'MAX EXISTING J SIDEWALK EXISTI NG0.3' -AC CURB & GUTTER 0.4' -AB CL II 1.0'-95% COMP. OG. 8.5' R/w VARIES PL 10'_11' 7.12' PROPOSED BREAK 6' I 2.5' SIDEWALK TRANSITION CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT SC5 6'50' 19" 250.00' 29.84' 14.94' SC6 6'50'20" 250.00' 29.84' 14.94' SC7 84' 12'24" 1.00' 1.47' 0.90' SC8 6-31-8" 1 250.00' 1 28.44' 1 14.24' REINA ROAD 50' 1 - -- --- A 41.5' 1.0' _ EXIST. P VM T' 2.07 MIN ):Tt ___ _ 359'MAX EXISTING J SIDEWALK EXISTI NG0.3' -AC CURB & GUTTER 0.4' -AB CL II 1.0'-95% COMP. OG. 8.5' R/w VARIES PL 10'_11' 7.12' PROPOSED BREAK 6' I 2.5' AWAY WROUGHT ' ; IRON FENCE SEE CURB INLET WALL PLANS PROPOSED , FLUSH CURB SIDEWALK 1% NEW AC ?% - - - EXISTING GAS 2% MIN. EXISTING GRADE 4:1 MAX j� TURF CRETE U 8 PROPOSED CURB -- - r, & GUTTER R/W TYPICAL ROUGH GRADING SCALE: NTS REINA ROAD 45' L- A 34' 1.0' z _ 2.0,,,,- M/N EXIST. P VM T.- EXISTING SIDEWALK ):Tt EXISTI NG0.3'-AC CURB 8c GUTTER 0.4' -AB CL II 1.0'-95% COMP. OG. ' 4' 6' R/w VARIES PL 15' 1-4.62' PROPOSED ; SIDEWALK 1' PROPOSED CURB & GUTTER TYPICAL ROUGH GRADING SCALE: NTS h 0 F��61ryg TRACT 6061 ABE DR. wI I �`��°„ I I I I I I Q of Of Of cr�CD o J _ j I( o°� El (n O O O O G� 0 O O O (c1, N V) p U U t cn Lo Ln c/)O O O N N co O Q 't Lu�r . a I 't n 11)cn r7 4 c6 � M J 4 M W N O ugh U LL a U L� DRrYcWR U LL: U LL U LL C� LL J J U J J J J J J J Q P- o I \\ z ��� °� _ fle, 'i Q (� L,: c v c v d d W + oe c0>1� 61 OO 61 U OO �� O ON OoO, coop N >_ Y UZ } U d 6�� Z Ln N N m O rn Ln O N N (�, U O tet' O N J I� N Z U Lfiof W NN `�� ,)r) MM 4L6 co L6 Ln oi� Z LC)Ln J � J O J n ~ � J '-`°� 00co Q 00 O - I\ I� c4 O O N rO c0 LCAcn Q Q gee, + + --------w + +--- -- 'app + + + +--- - + + + +[ ��� + + + + a0Oih1 a°'o 000 W rn °' Z N X.m z F- F- ycc> O O N - ' r7 M _ r7 I� '`� tiv W + + W + , W + + W + ( a_ + W W O' + + M_."OZ Ln (n (n- W U -- - - _ x d - - - _ 0 Ln ; Ln � c0 c0 c0 �_ c-� c -- - _.._ �� - - - = Z c0 CO 624 m + U Q Q -1 Q Q U Q Q Lj Q Q Q Q _( Q Q 2 W -- N (n •--- - m r- . J � U U x62.3 '- ---- -- - m� F- F- F- U L!n F- F_ F- �- �� - c i F- F- c� � = c� F- _ _-_ c5 Q Q Q - �� ¢ • Q d : Q . U Q F-, o d Q U c -_-- w (n (n m (n N m (n (n _i U U 0' U U -- h1 U (n (n LLJ (n (n m (n (n m (n (n Ld (n (n � F- F- F- F- F-- Z F- Q Z Q Q �1 I 6 1hl �1 �g1 1 M 18" m LCA U (/') (n m (/ 1 m (n d (n W (n Q (n W A W N Ln 0' F- GYr"' G0'3 - t�l�� 11+00 'S6g "S69 69� 9 Z 4" W 363.7 TO CO •c ,�1 1 - F- (n 0 GV05 S89'17 "E ��� 12+00 G�0� c�`�� 13+00 °3- 14 00 1, ties ti�1 , yl Z.gti6� ,� a - I - 6 -I `� G��si S+OO Gl^� LI 1G OO 6�• �` �� �Q`jb914 - `h6gS Q`�6g. g� �a �------e�---------- _ 6g i�H --------------- ° �e EX. �Q,� I o e - o ------ ----- ----------- ----- -- - ---® ----- - --- L WF T..r--- ----- \G - ALLEN ROAG9° I �( o _ E h c EG c �_ - -- _ ---- -- ---- -- - - - - --- --,,,1 6 E - =--- --x_ ° E of E �6 V E - u- E E E E o�h9� `yea oil a E` Y\\'0.a - �s ----- - 5 x 10� 13 $,�168t z I x 3 60'1 x�e�g R/W Q`��� �bg� �A 1 I R A SC6 S `,� 41 Nil ���6 . M x� xx�e` TRAt:`,T 6234 00` 0 x x gtih' ggl oc'� x ^F� X01 ' 3� �Q� n/ I F MATCH LINE - SEE SHEET C-1.2 40' 0' 40' REINA ROAD STA. 10+00.00 - 16+52.85 HORIZ. SCALE: 1"=40' VERT. SCALE: I"= 4' 404 B.C.R. ' ; t CURB INLET O o c0 M CO i 400 -- - - - EXISTING ELECTRIC - - - EXISTING GAS co EXISTING GRADE I I j� - - : S[ - I -- - r, EXISTING WATER R/W f` I 376 P.R.C. POINT OF REVERSE CURVE B. C. BEGIN CURVE m00 m W - S OR % - -- -- - - - -- - -- $ o LUMEN PER C.O.B. STD. ST -14. W FURNISH & INSTALL STREET LIGHT -22000 > W ] 0 QW W w °o- N- - - - - W - -'- - - - - - m N - w N 372 372 IL0 wW j cr�d- J W M _j w Lo + W co + W APPROXIMATE EXISTING PROFILE Q + (if C14 � I II CD ALONG STREET CENTERLINE < N cj Q o Q° C6 Lo --------- w m wc/) --- ----- - 1--- 368 Wcn ro w (n -- ----- - --- ----- --_ S 0.261 % S=-0.500 5=�.�56% IS = 0.250% o S = 0.509% S = 0.278% I 3 U PROPOSED SOUTH FLOWLINE 1/4 0 ELEV. 36E.16 3/4 Ai ELEV. 368.57 15+00 16+00 17+00 - -3/4 A ELEV. 367,50 - -; - - ---- 1/2 A ELEV. 36E.12 1/2 L+ELEV. 368.43 364 1/2 D ELEV. 337.44 3/4 L ELEV. 36&08 1/4 4 ELEV. 368.30 I 1/4 L ELEV. 36-7.38 W w OUTH FLOWLINE 360 HORIZ. SCALE: 1"=40- "=40'360 VERT. SCALE: 1"= 4" 356 - - ;-- 7- - 352 I 0 348 Ln 10+00 11+00 12+00 13+00 14+00 L:\Projects\2007\070098\ACAD\IMPROVEMENTS\SITE IMPORVEMENTS\OFF SITE\070098-0FF-Cl.dwg 2/1/2008 11:57:24 AM PST PROPOSED BREAK AWAY WROUGHT IRON FENCE SEE WALL PLANS 2% MIN. 1;4:1 MAX '/'-_ NEW AC FLUSH CURB TURF CRETE U 8 LEGEND B.C.R. ' ; t CURB INLET O o c0 M CO E.C.R. - 1 -- - - - EXISTING ELECTRIC - - - EXISTING GAS co EXISTING GRADE --- S; - - j� - - : S[ - - EXISTING STORM DRAIN -- - r, EXISTING WATER R/W RIGHT OF WAY w F- POINT OF COMPOUND CURVE P.R.C. POINT OF REVERSE CURVE B. C. BEGIN CURVE J END CURVE W PROPOSED ELEVATION S OR % W J STA. STATION $ FURNISH H &IN INSTALL LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. W FURNISH & INSTALL STREET LIGHT -22000 U ] 0 O STORM DRAIN MANHOLE °o- N- - -- - - - ----Q co - Do EXISTING SURVEY MONUMENT GARAGE ENTRANCE IL0 wW + + �- o Q° m Wcn - ---r--=- ---- - ----- o S = 0.250% 3 U o I - 15+00 16+00 17+00 PROPOSED BREAK AWAY WROUGHT IRON FENCE SEE WALL PLANS 2% MIN. 1;4:1 MAX '/'-_ NEW AC FLUSH CURB TURF CRETE U 8 LEGEND B.C.R. BEGIN CURB RETURN h CURB INLET O o c0 M CENTER LINE E.C.R. END CURB RETURN -- - - - EXISTING ELECTRIC - - - EXISTING GAS ' ' % '•fit''' EXISTING GRADE --- S; - - EXISTING SANITARY SEWER - - : S[ - - EXISTING STORM DRAIN -- - r, EXISTING WATER R/W RIGHT OF WAY P.C.C. POINT OF COMPOUND CURVE P.R.C. POINT OF REVERSE CURVE B. C. BEGIN CURVE E. C. END CURVE 000.00 PROPOSED ELEVATION S OR % SLOPE IN PERCENT STA. STATION $ FURNISH H &IN INSTALL LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. FURNISH & INSTALL STREET LIGHT -22000 U LUMEN PER C.O.B. STD. ST -14. O STORM DRAIN MANHOLE °o- WROUGHT IRON FENCE CALTRANS STANDARD RAMP A88A Do EXISTING SURVEY MONUMENT GARAGE ENTRANCE W v cc I:L( u, w tJ 0Z _0 z W C) Qo _fy cf)a_ m 0 W o TJ 0 W a Q o m O -----------_. _.__.- j M O o M j Q O� (oIM U c"j 'n U 404 z Of 70 zo ------------ �0 �cn 0 m LL cy o -- - ------------ 00~ Y J X n O QLo cr cn LJ 400 `~' U Nelo 376 cn f► '�CD o cu >- W m Q w I o VV 372 I - -- - Z co 368 O zUj LU D �wo ' ----- - cr.H>cr. 3 C", - w�Q 364 0 � CL Z -- --- Z o O F_ z CL 0(L I wQ 360 CL cc CL O .14 co Z N 0) F- 04 � --- -- - - --- � a N w'^ W U � co 356 0 co �Z �w - -- --- -- U) N 0 LL W � 5; fA O a: 352 PLOFeb T4-2008 10:49AM ----- -- JOB NO.: 070098 FILE NAME: -- 070098 -OFF -Cl 348 SCALE: 1" =40' SHEET NO.: 5 OF 9 1.1-6612 . ( - �.� h O o c0 M J Y 0 U S�cQ U W U z m o co z U o U W w z Z 2 0 Ln W W of o 0 J of m 000 o LJ Q i W v cc I:L( u, w tJ 0Z _0 z W C) Qo _fy cf)a_ m 0 W o TJ 0 W a Q o m O -----------_. _.__.- j M O o M j Q O� (oIM U c"j 'n U 404 z Of 70 zo ------------ �0 �cn 0 m LL cy o -- - ------------ 00~ Y J X n O QLo cr cn LJ 400 `~' U Nelo 376 cn f► '�CD o cu >- W m Q w I o VV 372 I - -- - Z co 368 O zUj LU D �wo ' ----- - cr.H>cr. 3 C", - w�Q 364 0 � CL Z -- --- Z o O F_ z CL 0(L I wQ 360 CL cc CL O .14 co Z N 0) F- 04 � --- -- - - --- � a N w'^ W U � co 356 0 co �Z �w - -- --- -- U) N 0 LL W � 5; fA O a: 352 PLOFeb T4-2008 10:49AM ----- -- JOB NO.: 070098 FILE NAME: -- 070098 -OFF -Cl 348 SCALE: 1" =40' SHEET NO.: 5 OF 9 1.1-6612 . ( - �.� h O o c0 M J 0 U S�cQ W v cc I:L( u, w tJ 0Z _0 z W C) Qo _fy cf)a_ m 0 W o TJ 0 W a Q o m O -----------_. _.__.- j M O o M j Q O� (oIM U c"j 'n U 404 z Of 70 zo ------------ �0 �cn 0 m LL cy o -- - ------------ 00~ Y J X n O QLo cr cn LJ 400 `~' U Nelo 376 cn f► '�CD o cu >- W m Q w I o VV 372 I - -- - Z co 368 O zUj LU D �wo ' ----- - cr.H>cr. 3 C", - w�Q 364 0 � CL Z -- --- Z o O F_ z CL 0(L I wQ 360 CL cc CL O .14 co Z N 0) F- 04 � --- -- - - --- � a N w'^ W U � co 356 0 co �Z �w - -- --- -- U) N 0 LL W � 5; fA O a: 352 PLOFeb T4-2008 10:49AM ----- -- JOB NO.: 070098 FILE NAME: -- 070098 -OFF -Cl 348 SCALE: 1" =40' SHEET NO.: 5 OF 9 1.1-6612 . ( - �.� W Z Q 0 0 3 0 L Lt O i 0 0 0 i It 0 Q UI w O i I I I I I I I I I I I I I TRACT 16453 I I I I I I I ( I I ( SD SID SD SD SD SS SS 8+00 BEGIN DETAIL 32 STA. 8+73.82, 6' LT STA. 8+73.82, 6' RT / REMOVE EXISTING TAPER \ STRIPE AND BOLLARDS W >) 0 z n 0 � O QG JLu J uj — — — —7— ----- W co EXISTING STRIPING TO BE REMOVED 0 ' � T — — ;---17 WZ -- J MY m = r. Z II J II Q I SEE BELOW ALLEN ROAD STA. 17+50.00-23+17.03 II W I I I I (I I m mI I I I Q TRACT 6061 I SEE ABOVE REINA ROAD S+4. 10-00.00-16+54.53 I I I I I I REVISION APPROVED BY:02 DTE REBEKAH L. GODETT R.C.E. 82485 EXP. 9/30/16 PROJECT ENGINEER 7,w6 -\-,j ?JA DTE qMAKN P. SHAW R.C.E. 32178 EXP. 12/31/16 ENGINEER IV — — — — r L 1 ST MUTCD 0 SD n 0 � O QG JLu J uj — — — —7— ----- W co EXISTING STRIPING TO BE REMOVED 0 ' � T — — ;---17 WZ -- J MY m = r. Z II J II Q I SEE BELOW ALLEN ROAD STA. 17+50.00-23+17.03 II W I I I I (I I m mI I I I Q TRACT 6061 I SEE ABOVE REINA ROAD S+4. 10-00.00-16+54.53 I I I I I I REVISION APPROVED BY:02 DTE REBEKAH L. GODETT R.C.E. 82485 EXP. 9/30/16 PROJECT ENGINEER 7,w6 -\-,j ?JA DTE qMAKN P. SHAW R.C.E. 32178 EXP. 12/31/16 ENGINEER IV STRIPING LEGEND R81 (CA) BIKELANE R7-9 NO PARKING BIKE LANE R26(CA) NO PARKING R3-7 RIGHT LANE MUST TURN RIGHT R4-7 KEEP RIGHT W3-1 STOP AHEAD W 1-6 SINGLE ARROW W/ OM1 -3 MARKER CALTRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE "STOP" MARKING PER CALTRANS STANDARDS hf1f11U "AHEAD" MARKING PER CALTRANS STANDARDS M I ~ "BIKE LANE" MARKING PER CALTRANS STANDARDS 1.1-6612 w L 1 ST MUTCD 0 (MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES). 3. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE z PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE a SAME AS SHOWN IN THE APPROVED PLANS. SHOULD p O L ^ ^ p CONDITIONS BE CHANGED, A REVISED STRIPPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 w DAYS PRIOR TO PAVING. 4. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED. (CA) INDICATES CALIFORNIA 0 D 5. UNLESS OTHERWISE NOTED, ALL PAVEMENT MARKINGS U AND STRIPPING SHALL BE THERMOPLASTIC PAINT PER z 6 CALTRANS STANDARD SPECIFICATIONS PTH-02ALKYD 6. N I NS 74.0 TO c� 27+34.24 ON ALLEN ROAD EXCLUDING BIKE LANES r- �-U AND CROSS WALK TO BE REMOVED 7. ALL EXISTING STRIPING FROM STATIONS 10+00.00 TO m 10+70.00 ON REINA ROAD IS TO BE REMOVED 8. SEE CALTRANS TRAFFIC MANUAL FOR STRIPING DETAILS STRIPING LEGEND R81 (CA) BIKELANE R7-9 NO PARKING BIKE LANE R26(CA) NO PARKING R3-7 RIGHT LANE MUST TURN RIGHT R4-7 KEEP RIGHT W3-1 STOP AHEAD W 1-6 SINGLE ARROW W/ OM1 -3 MARKER CALTRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE "STOP" MARKING PER CALTRANS STANDARDS hf1f11U "AHEAD" MARKING PER CALTRANS STANDARDS M I ~ "BIKE LANE" MARKING PER CALTRANS STANDARDS 1.1-6612 G\aER b � > a W -1 W > U s z V o w 6. CL W� CDw 0Z 0 0 J Z W Q U Y W m O wQ� >- m 0 W 0 w CL a C 0 o� Q O w N c, zo Z z O O Z a co p O L ^ ^ p V J N U N N O D w Q w O' �� `J N Y J X u-) (n m � IQiL = U `r-- z 6 = U OU c� a 0 Z r- �-U A>>>cu Y 0 a Q m m o La �m W Q 0 Z W � � � U o QZ � o Z a� W Q W-L.jNU ` w V Q u, o z N G.Q 0. 0 Q N U) a. N Q U � U PLOT DATE: JUNE 17, 2016 JOB NO.: O Q) � FILE NAME: 160033 -OFF -ST � Z o 1" = 40" SHEET NO.: CZ) o� R6 OF 8 -zt N © o Q QD U m o Lzo- � a 0 0 0 G\aER b � > a W -1 W > U s z V o w 6. CL W� CDw 0Z 0 0 J Z W Q U Y W m O wQ� >- m 0 W 0 w CL a C 0 o� Q O w N Q 0 O O Z a co p O L ^ ^ p V J N U N N O D w m w O' �� `J N Y J X u-) (n m � IQiL = U `r-- z 6 = U OU c� a 0 Z r- �-U A>>>cu Y 0 a Q m m o La �m W Q 0 Z W � � � N T co co V J ~ Q J N W c� Z r- �-U F— Q `r Z CL w W U o QZ Z a� Uco� ��- W-L.jNU ` w V 0) U-) V JZ o z N G.Q 0. Q Q N TT LL i 1� a. N PLOT DATE: JUNE 17, 2016 JOB NO.: 160033 FILE NAME: 160033 -OFF -ST SCALE: 1" = 40" SHEET NO.: hl R6 OF 8 I IT1-%A/1T1l-'%ACn I 1 \ O W W W 'W'^ v! 1 T W Z J 2 U a ALLEN ROAD STA. 8+00-17+50 0 \ i Z w N `° dOIS S m C) Ll 2" 3ROSS WALK TYPICAL R1 O u m 0 N SEE BELOW ALLEN ROAD STA. 17+50-23+17.03 1 1 uj i � TRACTS 6061 11+,00 4- 1 ■ it • � ' ' i SEE ABOVE m 1 f f Q I I I 1 m p M 14+00 15+00 16+00 20'3 17+00 rri-.i-.err r+•MON REINA ROAD STA. 10+00 - 16+54.53 I 1 v An REVISION APPROVED BYA DATE CATHERINE S. WILLIAMS R.C.E. 75489 EXP. PROJECT ENGINEER Alf AA r, DATE MARIAN P. SHAW R.C.E. 32178 ENGINEER IV TES: NEST MUTCD (MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES). 3. 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 STRIPPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 4. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED. (CA) INDICATES CALIFORNIA D . 5. UNLESS OTHERWISE NOTED, ALL PAVEMENT MARKINGS AND STRIPPING SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATIONS PTH-02ALKYD 6. N I NS 74.0 TO 27+34.24 ON ALLEN ROAD EXCLUDING BIKE LANES AND CROSS WALK TO BE REMOVED 7. ALL EXISTING STRIPING FROM STATIONS 10+00.00 TO 10+70.00 ON REINA ROAD IS TO BE REMOVED 8. SEE CALTRANS TRAFFIC MANUAL FOR STRIPING DETAILS STRIPING LEGEND R81 (CA) BIKELANE R7-9 NO PARKING BIKE LANE R26(CA) NO PARKING R3-7 RIGHT LANE MUST TURN RIGHT R4-7 KEEP RIGHT W3-1 STOP AHEAD W1-6 SINGLE ARROW W/ OM 1-3 MARKER CALTRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE "STOP" MARKING PER CALTRANS STANDARDS "AHEAD" MARKING PER CALTRANS STANDARDS "BIKE LANE" MARKING PER CALTRANS STANDARDS 1 1_FF17 rn 0 0 Q OMi (o rn O w N Lr) U t- Q U c0 m _ c cD co UZ a O O 0 ^_ p w QN L.� cD (D Q U N N cD (o :D w w m v v N 0LLJ w o = Q w Q LLJ �n<nmF-w = Lol �Z U U OZ LL a O Z Y 0 C, r In 00 w cu m Z CL W U o J 04 T. �O C6 z � Cc W W ~ W 04 Z �O co W �— V) :;: c` C J a LL o aW o aWZ Z 0 L— 0 Co Lo ED muj l�7 U N co a 2 LL Cr Ln u-1'-^ co N , V! O o PLOT DATE: JOB NO.: 130036 FILE NAME: 130036 -OFF -ST SCALE: 1 " = 40" SHEET NO.: R6 OF 8 i Li �) U V) z /may 1l v J J_ of v`> w z N Z ,z 1 LU S. x Q d m m c w �• 0 Q - Ld a; Cl W 0 z Q z 0 F' N z U 0 o N o �w LL U It Qw 0 V) U m m <t- � w rn � rn 0 0 Q OMi (o rn O w N Lr) U t- Q U c0 m _ c cD co UZ a O O 0 ^_ p w QN L.� cD (D Q U N N cD (o :D w w m v v N 0LLJ w o = Q w Q LLJ �n<nmF-w = Lol �Z U U OZ LL a O Z Y 0 C, r In 00 w cu m Z CL W U o J 04 T. �O C6 z � Cc W W ~ W 04 Z �O co W �— V) :;: c` C J a LL o aW o aWZ Z 0 L— 0 Co Lo ED muj l�7 U N co a 2 LL Cr Ln u-1'-^ co N , V! O o PLOT DATE: JOB NO.: 130036 FILE NAME: 130036 -OFF -ST SCALE: 1 " = 40" SHEET NO.: R6 OF 8 i Li �) U V) /may 1l v J J_ of !� ♦. w z N Z ,z 1 LU S. w-0 ww U=o d m m c w �• 0 Q - Ld a; Cl rn 0 0 Q OMi (o rn O w N Lr) U t- Q U c0 m _ c cD co UZ a O O 0 ^_ p w QN L.� cD (D Q U N N cD (o :D w w m v v N 0LLJ w o = Q w Q LLJ �n<nmF-w = Lol �Z U U OZ LL a O Z Y 0 C, r In 00 w cu m Z CL W U o J 04 T. �O C6 z � Cc W W ~ W 04 Z �O co W �— V) :;: c` C J a LL o aW o aWZ Z 0 L— 0 Co Lo ED muj l�7 U N co a 2 LL Cr Ln u-1'-^ co N , V! O o PLOT DATE: JOB NO.: 130036 FILE NAME: 130036 -OFF -ST SCALE: 1 " = 40" SHEET NO.: R6 OF 8 BEIO1RE E3VAVATING CALL • EISA 1-200-227-2600 BEGIN DETAIL 39 TRACT 6289 11, STA. 10+OU.UL G.L., Lt5.UUK I. �\ BEGIN DETAIL 32 \� x STA. 8+74.00 C.L., 6.001-T. STA. 8+74.00 C.L., 6.00RT. " \ —__--- -- -- — _ -- — — -- --__________________________ ___----- _�__—�_�___ --- — R7 d. ` R7-9 REMOVE EXISTING J TAPER STRIPE -47 AND BOLLARDS fi TRACT 6129 4.7 - �\\\\\\\\\\\\� - \\y pg'\7�\\\, — BEGIN DETAIL 32 Ni SCALE: 1"= 40' T- ALL END DETAIL 32 BEGIN DETAIL 22 215 LF DETAIL 39 215 LF DETAIL 38 END DETAIL 22 (' A nn . Ln '7-7 I1 1 r n(11 T I TRACT 6453 END DETAIL 32 STA. 17+57.40 C.L., 6.001-T. STA. 17+57.40 C.L., 6.00RT. �1 lei O w m w w 18 w z 12" LIMIT LINE p �`E- 4 R26 -C 1 1 m.. Is INS F�,�n r� k GENERAL NOTES 1. ALL SIGNS SHALL CONFORM WITH THE LATEST MUTCD (MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES). 2. 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 STRIPPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 3. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED. (CA) INDICATES CALIFORNIA CODES. 4. UNLESS OTHERWISE NOTED, ALL PAVEMENT MARKINGS AND STRIPPING SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATIONS 8010-21C-19 5. ALL EXISTING STRIPING FROM STATIONS 8+74.00 TO 27+34.24 ON ALLEN ROAD EXCLUDING BIKE LANES AND CROSS WALK TO BE REMOVED 6. ALL EXISTING STRIPING FROM STATIONS 10+00.00 TO 10+70.00 ON REINA ROAD IS TO BE REMOVED 7. SEE CALTRANS TRAFFIC MANUAL FOR STRIPING DETAILS LEGEND R1-1 STOP ALLEN ROAD STA. 10+00.00 - 17+00.00 R81(CA) BIKELANE R7-9 NO PARKING BIKE LANE R26(CA) NO PARKING R3-7 RIGHT LANE MUST TURN RIGHT R4-7 KEEP RIGHT W3-1 STOP AHEAD TRACT 6453 -1— --r All nn U!V' yJ� IV� JJIF1. LJT V.7.•JT v. L., v.vvi. .. i I , �7s%� BEGIN DETAIL 22 STOP 810P 8TOP1 STA. 23+69.34 C.L., 6.001-T. REINA ROAD MATCH LINE - SEE BELOW ALLEN ROAD STA. 17+00.00 - 23+17.23 END DETAIL 32 MATCH LINE - SEE ABOVE REINA ROAD STA. 10+00.00 - 16+52.81 L:\Projects\2007\070098\ACAD\IMPROVEMENTS\SITE IMPRRVEMENTS\OFF SITE\070098-0FF-C1,dwg 2/1/2008 11;57:24 AM PST W1 -6 SINGLE ARROW W/ OM1 -3 MARKER ,► CALTRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE S�P "STOP" MARKING PER CALTRANS STANDARDS "AHEAD" MARKING PER CALTRANS STANDARDS "BIKE LANE' MARKING PER CALTRANS STANDARDS 1.1-6612 i U W U Z Ig N 1 10 0 Of N W IL z Z� 0� V)I J i � 0 I i w 0 d i 0 Li a rnCD r -M 0')0 c l ([isc U Z U (k) d 0 0 `` o w— — o i J O U Q ti .4,U) CSO C.0 =)o (T_, W cr v v 00 F_ Y J X ti IAC) (n m FW- Y 4— CL C a m co1 C e LdW s y CL a 0 i Z coO i Z V3 w z I—W� LL co, H WW''` /O LLI 0 L Li a C�— Z P a < ZZ O z rti V V IL z Q Zz �� I a- O ��n 5 c N C Z V z0), �wZ WV V 0',CL ®y O ' V, w V5 n d LL. cr.U.1 00 0 co PLOT DAT Feb -14-2008 03:33PV JOB NO.: 070098 FILE NAME: 070098 -OFF -C1 LSHEET V =40' .: 60F9 coLi U J_ W �r w W cn NCD �) w W z U �,• W w mm 0 ....� w CL i. w Q Q o yd0 W V)LA- 6 n > U 2, Z G O �PA�' rn � an' v � Z U O cn a O D J O W p z U N N 'D cD ZDw m W X v O N O F_- W o a w a Kc) LA co mH L.L U z z Li = U O z O z z Y Q *>> a �I ( ] m m W c K m � Q W Z U CL z Q Co 0 N Imo. O 0 N J O Q C) W U ck�: N w Um m rF Ld rn � 0 coLi U J_ W �r w W cn NCD �) w W z U �,• W w mm 0 ....� w CL i. w Q Q o yd0 W V)LA- 6 n > U 2, Z G O �PA�' coLi U J_ W �r w W cn NCD �) w W z U �,• W w mm 0 ....� w CL i. w Q Q o a N -� (c) Z C6 � R � VaW O caL LU 0 cc Z ~�ja' Z p J W mz< 0 W Y.- O 0 6 Q � a. Z Z ti in'W'AA D CL :50 LZLI 'o Zv,QQ W W Lu LL LL LL,> = N �tl�Z L - LL w mom �/��LJ N v v/ O Q PLOT DATE: JOB NO.: 130036 FILE NAME: 130036—OFF—UT SCALE: 1" 4' 1" = 41 SHEET NO.: R7 OF 8 1.1-6612 CD O rn � an' v � Z U O cn a O D J O W p j U N N 'D cD ZDw m W X v O N O F_- W o a w a Kc) LA co mH L.L U z z Li = U O U LL O z z Y Q *>> C7 �I ( ] m m W c K m � Q a O Z U CL a N -� (c) Z C6 � R � VaW O caL LU 0 cc Z ~�ja' Z p J W mz< 0 W Y.- O 0 6 Q � a. Z Z ti in'W'AA D CL :50 LZLI 'o Zv,QQ W W Lu LL LL LL,> = N �tl�Z L - LL w mom �/��LJ N v v/ O Q PLOT DATE: JOB NO.: 130036 FILE NAME: 130036—OFF—UT SCALE: 1" 4' 1" = 41 SHEET NO.: R7 OF 8 1.1-6612 BKMRE EXCAVATING CALL • VSA 1-800-227-2800 SANITARY SEWER AND STORM DRAIN STANDARD NOTES 1. ALL SANITARY SEWER IMPROVEMENTS SHALL BE PER CITY OF BAKERSFIELD EXCEPT AS NOTED HEREIN. 2. DO NOT INSTALL MANHOLE STEPS IN THE MANHOLES. 3. ALL DROP MANHOLES SHALL BE OF THE OUTSIDE DROP TYPE PER CITY OF BAKERSFIELD STANDARD DETAIL SW -7. 4. ALL PIPELINES AND TRENCHES SHALL BE BACKFILLED PER THE CITY OF BAKERSFIELD'S STANDARD DETAIL ST -22 (1.4.2.6), AND SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 5. SECTION 1.4.1, CITY OF BAKERSFIELD STANDARDS: ALL MATERIAL THAT IS TO BECOME A PERMANENT PART OF ANY SANITARY SEWER OR APPURTENANT STRUCTURE, SHALL CONFORM TO THE REQUIREMENTS FOR THE PARTICULAR MATERIAL AS SET FORTH IN THESE SPECIFICATIONS. THE CONTRACTOR SHALL SUPPLY ANY AND ALL CERTIFICATES OF COMPLIANCE, CERTIFIED TESTS RESULTS, OR SHALL PERFORM TESTS AS REQUIRED TO ASSURE THE CITY ENGINEER THAT THE MATERIAL BEING INCORPORATED INTO THE WORK HAS MET THE REQUIREMENTS AS SPECIFIED. REQUESTS TO USE MATERIALS NOT LISTED IN THESE STANDARDS SHALL REQUIRE SPECIAL CONSIDERATION AND APPROVAL OF THE CITY ENGINEER. 6. SECTION 1.4.2, CITY OF BAKERSFIELD STANDARDS: ALL PIPE OR CONDUITS SHALL BE OF THE SIZE, MATERIAL AND STRENGTH AS SHOWN ON THE PLANS. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. ALL PIPE SHALL BE DESIGNED TO WITHSTAND ALL INTERNAL OR EXTERNAL LOADS APPLIED. SUPPORTING STRENGTH OF CONDUITS AS INSTALLED TO SAFELY CARRY IMPOSED GRAVITY LOADS AND SUPERIMPOSED LOADS (INCLUDING A SUITABLE FACTOR OF SAFETY) SHALL BE DETERMINED BY USE OF MARSTON FORMULA AS PER CHAPTER IX (STRUCTURAL REQUIREMENTS) ASCE MANUAL OF ENGINEERING PRACTICE NO. 37. ALL PIPE OR CONDUITS SHALL BE OF THE SAME MATERIALS BETWEEN STRUCTURES. 7. SECTION 1.4.2.2 POLY VINYL CHLORIDE PIPE (PVC) A) MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE ASTM SPECIFICATION D3034 AND FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B) JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C) INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321, ONLY CLASS I, II, III, EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. A) JOINT DEFLECTIONS FOR PVC SEWER PIPE IN CURVILINEAR ALIGNMENT SHALL NOT BE DEFLECTED GREATER THAN 1 DEGREE PER MANUFACTURER'S RECOMMENDATIONS. 8. SECTION 1.4.2.5 LATERALS AND STUBS A) ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4' IN DIAMETER EXCEPT AS NOTED ON PLANS. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE. B) WYE FITTINGS SHALL BE IN-LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLAN RUNNING THROUGH THE CENTERLINE OF THE MAIN. C) ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG SOLVENT WELDED. 9. SECTION 1.4.3, MANHOLES AND CLEANOUTS (LAMPHOLES) ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -4 AND SW -5 AND SECTION 70-1.02H AND 70-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING S-20. 10. THE SUBDIVIDER AND CONTRACTOR SHALL MAINTAIN DUST CONTROL ABOUT THE SITE OF WORK. 11. CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 7 DAYS PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL PRESERVE MONUMENTS AND BENCH MARKS, WHICH MAY NOT BE DISTURBED WITHOUT PRIOR APPROVAL FROM THE CITY. 12. ANY INSPECTIONS TO BE PERFORMED BY THE CITY SHALL REQUIRE 24 HOUR NOTICE (661)326-0349. 13. ALL MANHOLE COVERS SHALL BE A MINIMUM OF 0.5' BELOW AGGREGATE BASE UNTIL COMPLETION OF PAVING. ADJUST ALL MANHOLES AND VALVE BOXES TO FINISH GRADE AFTER PAVING IS COMPLETED. 14. CONTRACTOR SHALL SUBMIT A STORM WATER MANAGEMENT PLAN TO MITIGATE IMPACTS OF SOIL EROSION OFF-SITE, AND SHALL OBTAIN AN NPDES CONSTRUCTION PERMIT FROM THE CENTRAL VALLEY RWQCB. SUBMIT A COPY OF THIS PERMIT TO THE CITY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP OF SOIL EROSION FROM THE SITE THROUGHOUT THE ONE YEAR WARRANTY PERIOD FOLLOWING CITY ACCEPTANCE OF THE IMPROVEMENTS. 15. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT CITY OF BAKERSFIELD STANDARD SPECIFICATIONS, DETAILS AND THESE PLANS AND SPECIFICATIONS. IN ANY CONFLICT BETWEEN SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL APPLY. 16. CONTRACTOR SHALL NOTIFY THE DEVELOPER'S ENGINEER OF ANY AND ALL CONFLICTS BETWEEN CONTRACT DRAWINGS AND THE ACTUAL SITE CONDITIONS PRIOR TO COMMENCING ANY WORK IN QUESTION. 17. CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION SURVEY STAKES AND PROPERTY LINE MARKERS WHEN REASONABLY POSSIBLE. ANY STAKES OR MARKERS REQUIRING REPLACEMENT BY THE DEVELOPER'S ENGINEER SHALL BE DONE AS " EXTRA WORK". 18. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS, INSPECTIONS, AND MATERIALS TESTING._ PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049 19. CONTRACTOR SHALL NOTIFY DEVELOPER'S ENGINEER 3 WORKING DAYS (MIN.) PRIOR TO WORK REQUIRING STAKING FOR PROPER SCHEDULING. 20. CONTRACTOR SHALL EXPOSE ALL EXISTING PIPELINES OR OTHER UNDERGROUND OBSTRUCTIONS TO VERIFY THAT THERE ARE NO GRADE CONFLICTS PRIOR TO LAYING ANY GRAVITY PIPELINES UPSTREAM OF SAID PIPELINES OR OBSTRUCTIONS. FAILURE TO DO SO RELIEVES THE ENGINEER FROM FURTHER RESPONSIBILITY FOR SAID CONFLICT. 21. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. 22. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AT LEAST 2 WORKING DAYS IN ADVANCE OF CONSTRUCTION TO FIELD LOCATE UTILITIES. CALL "UNDERGROUND SERVICE ALERT' (U.S.A.) AT 1-800-227-2600. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATION SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED AND MERGED IN THE CONTRACT UNIT PRICE. 23. ALL EXISTING REMAINING UTILITIES AND REMAINING IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE LOCAL AGENCY ENGINEER, AT THE CONTRACTOR'S SOLE EXPENSE. 24. SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVE HERETO IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT "QUAD KNOPF ENGINEERING, INC." AT (661) 616-2600 FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY PRIOR TO COMMENCEMENT OF CONSTRUCTION. 25. THE SUBDIVIDER AND CONTRACTORS SHALL INSTALL AND MAINTAIN PROTECTION AROUND STORM DRAIN INLETS DURING CONSTRUCTION TO PREVENT INFILTRATION OF MUD AND DIRT INTO THE STORM DRAIN INLETS. 26. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE NUMBER AND LOCATION OF THE REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 27. IN THE EVENT SEWER PIPE IS CONSTRUCTED ON ALIGNMENTS NON -CONCENTRIC TO CURVED EASEMENT OR STREET CENTERLINES, ANY NON-METALLIC SEWER LINE SHALL HAVE A NO. 10 BARE SOFT COPPER DETECTOR WIRE PLACED OVER THE PIPE LINE PRIOR TO BACKFILLING. THE DETECTOR WIRE SHALL BE BROUGHT UP TO THE MANHOLE FRAMES AT THE END OF THE PIPELINE. 28. MANDREL TESTING AND PRESSURE TESTING OF THE MAIN LINE SHALL BE PERFORMED PER THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, SECTION 1.3.2.1 AND 1.3.2.2. 24 HOUR NOTICE SHALL BE REQUIRED FOR TEST AND INSPECTION. 29. ALL STATIONING IS BASED UPON STREET CENTERLINE UNLESS STATED OTHERWISE. 30. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360, IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY' FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, COMPLETED "CHAIN OF CUSTODY' FORM, AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS, AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. 31. ANY ABANDONED OIL WELL UNCOVERED DURING GRADING ACTIVITIES SHALL BE RE -ABANDONED ACCORDING TO THE STATE OF CALIFORNIA, DEPARTMENT OF CONSERVATION DIVISION OF OIL, GAS, AND GEOTHERMAL RESOURCES REQUIREMENTS. 32. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN 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 PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 33. WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE TYPE, SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MIN. OF 23' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG, SOLVENT WELDED. 34. FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. 35. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. 36. BRACING AND SHORING: A) EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. B) SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRED THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 37. WITHIN THE CITY OF BAKERSFIELD RIGHT-OF-WAY ALL STROM DRAIN PIPESHALL BE CLASS III REINFORCED CONCRETE PIPE, BELL AND SPIGOT WITH RUBBER GASKETED JOINTS. 38. WITHIN THE PROPERTY BOUNDARIES ALL STROM DRAIN PIPE SHALL BE HDPE OR SDR -35 CITY OF BAKERSFIELD STANDARDS SW -4 MANHOLE TYPE "A' SW -5 FRAMES AND COVERS FOR MANHOLES & CLEANOUTS D-12 CATCH BASIN TYPE "A" D-16 GUTTER DEPRESSIONS ST -22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS BENCHMARK TOP OF MONUMENT AT THE INTERSECTION ALLEN ROAD AND REINA ROAD ELEVATION = 376.35 USGS DATUM PER KCSFB 1170 PAGE 27 BASIS OF BEARING= THE BEARING OF N 09 42' 49" E AS SHOWN FOR THE WEST LINE OF LOT 8 OF THE SALES MAP OF LANDS OF KERN COUNTY LAND CO. AS SHOWN ON TRACT 6129 PHASE 1, RECORDED IN BOOK 50 OF MAPS AT PAGE 64 IN THE KERN COUNTY RECORDER'S OFFICE WAS TAKEN AS THE BASIS OF BEARINGS FOR THIS MAP. SHEET INDEX 7. NOTES, SYMBOLS & ABBREVIATIONS 8. OFFSITE SANITARY SEWER & STORM DRAIN PLAN CONSTRUCTION NOTES CONSTRUCT STANDARD SANITARY SEWER MANHOLE TYPE A PER CITY OF BAKERSFIELD STD. SW -4, SW -5 & D-18 02 - INSTALL PIPELINE PER CITY OF BAKERSFIELD STD. ST -22 O3 - INSTALL CATCH BASIN PER CITY OF BAKERSFIELD STD. D-14 & D-16 LEGEND CATCH BASIN CURB INLET - (SS) EXISTING SANITARY SEWER -(SD) EXISTING STORM DRAIN HDPE HIGH DENSITY POLYETHYLENE PIPE INV. INVERT PVC POLYVINYL CHLORIDE PIPE 000.00 PROPOSED ELEVATION SS PROPOSED SANITARY SEWER SD PROPOSED STORM DRAIN RCP REINFORCED CONCRETE PIPE GS SANITARY SEWER MANHOLE SSMH SANITARY SEWER MANHOLE 0 STORM DRAIN MANHOLE SDMH STORM DRAIN MANHOLE LIST OF MATERIALS ITEM UNIT OFFSITE CITY STD. TYPE "A" SSMH EA 4 CITY STD. SEWER CLEANOUT EA - 6" PVC SS LF - 8 PVC SS LF 255 10 PVC SS LF 479 CITY STD. TYPE B SDMH EA -- CITY STD. TYPE "A" DI EA 1 CHRISTY U23 CATCH BASIN EA - 8" SURFACE DRAIN EA �Oz, 18" SD PIPE RCP W RGJ LF 64 4" SD PIPE HDPE LF - 12" SD PIPE HDPE LF - 18" SD PIPE HDPE LF - 24" SD PIPE HDPE LF - DETENTION BASIN OUTLET EA - O o o� zx U ZW� Of 0 I� z O U V 0 U N CD (D m Ld O,f 0w o 00 0 Q w ¢w In ;n m F-- u 3 Y U y-- _ C �NN �v,>- O CJ V "' ! A �55LW W w LL °�>v �Oz, w ca a ofCLLJm z U Ofo zz J m 0 N z U o oc� w Of z Z O a L/) v > w w o' o _j r Of In 0 0 i O o o� zx U LJ M 0 O0 a rn 0 m o N � U ZW� Of 0 z O U V 0 U N CD (D m Ld O,f 0w o 00 0 Q w ¢w In ;n m F-- u 3 Y U y-- _ C �NN �v,>- O CJ V "' ! A �55LW W J LL °�>v �Oz, w ca a ofCLLJm z CL Ofo V, Z Z _O o F- Q PLOT DATE: Feb -4-2008 10:49AM JOB NO.: 070098 FILE NAME: 070098 -OFF -C2 SCALE: NOT TO SCALE SHEET NO.: 7OF8 L:\Projects\2007\070098\ACAD\IMPROVEMENTS\SITE IMPORVEMENTS\DFF SITE\070098-OFF-C2.dwg 2/1/2008 3:58;54 PM PST 1.1-6612 - �:- ZW� o C/)�Wm z O U V acco) Q Q U- Z Q N aZm za a O �NN �v,>- w !!^^ CJ V "' ! A �55LW W J LL °�>v �Oz, PLOT DATE: Feb -4-2008 10:49AM JOB NO.: 070098 FILE NAME: 070098 -OFF -C2 SCALE: NOT TO SCALE SHEET NO.: 7OF8 L:\Projects\2007\070098\ACAD\IMPROVEMENTS\SITE IMPORVEMENTS\DFF SITE\070098-OFF-C2.dwg 2/1/2008 3:58;54 PM PST 1.1-6612 - �:- Lo 00 N m W U E0� 0W O W C7 U J Z W Q U Y W W� m O W fy af CL W O C w CL � Q � o rn � O O O Q 's,� w Z U m a= Of� O O O O K O O p vi N o W w 0 N m O= Q W Q K O Lo c/)m F- w 4,11 z = :3 U U OZ LL a O z Y a 0 mIn o ♦V m CL z W UOf \� D N T co V U J J � U F— cfjZ Z Z CL Ld W to J_ O o U U W ¢� `°0 � N0 2O z V rn M J L L W Q= tiles-* ¢Z d. o w V N gym-, W WJ � N /¢^ O ¢ Q � Q O cn cn V) Z O O U O p U O N O z C) cin Z o � V) Z .Q o C� 3 U m m O O � Q O p Lo 00 N m W U E0� 0W O W C7 U J Z W Q U Y W W� m O W fy af CL W O C w CL � Q � o rn � O O O Q 's,� w Z U m a= Of� O O O O K O O p vi N o W w 0 N m O= Q W Q K O Lo c/)m F- w 4,11 z = :3 U U OZ LL a O z Y a 0 mIn o ♦V m CL z W UOf \� D PLOT DATE: JUNE 10, 2016 JOB NO.: 160033 FILE NAME: 160033—OFF—UT SCALE: 1- _ ¢' SHEET NO.. R7 OF 8 1.1-6612 N T co V U J J W F— cfjZ Z Z CL Ld W to J_ O o U aD L ¢� `°0 � N0 2O z V rn M J L L W Q= tiles-* ¢Z d. o w V N gym-, W WJ � N /¢^ N .moi ¢ PLOT DATE: JUNE 10, 2016 JOB NO.: 160033 FILE NAME: 160033—OFF—UT SCALE: 1- _ ¢' SHEET NO.. R7 OF 8 1.1-6612 v CONSTRUCTION NOTES: 1. CONSTRUCT STANDARD SANITARY SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. 2. INSTALL PIPELINE PER C.O.B. STD. ST -22 3. CONSTRUCTION CATCH BASIN PER C.O.B. STD. D-14 4. ALL STATIONING BASED ON CENTERLINE OF ALLEN ROAD LEGEND REVISION APPROVED BY:, �•rr �' JA'��.`� t,���5 Co•36•l� DATE CATHERINE S. WILLIAMS R.C.E. 75489 EXP. PROJECT (ENGINEER DATE MARIAN P. SHAW R.C.E. 32178 . ENGINEER IV R ER Q W V) > CJ -ir rn 00q- *4Lo L r U ., cn Q J 3w ww z V� � z ww z w w C U0 - m o Lu i W CL Q + I- � � O O C,:, � Q rn Ov w a a z O O o L- o a D U N N cD (0 Z w m N 00y-Fw_- Y J X 0 O O co a a 3Ld u') co m OLJ U CLz = z U U OLL a O 2 Y O Q C, O m m H >>>>> 0 O `YYY > m Z a. D. N J cro Z w (O:R r � cc O J �LL cf)� o > �o(L z WCA) 11311 i mza Q 5 Qaz L' a0- W o p 0 ado. Z z u- owo d U to� Z Q ouNU,UJ O w ix— a te III" CI �fl)Z N N v crOQ PLOT DATE: JOB NO.: 130036 FILE NAME: 130036—OFF—UT SCALE: 1" = 4' 1" = 40" SHEET NO.: R8 OF 8 BLOCK WALL TOM TOP OF MANHOLE CR CROWN OF ROAD TW TOP OF WALL EP EDGE OF PAVEMENT W WATER FC FINISH CONCRETE WROUGHT IRON FENCE FF FINISH FLOOR 4' CURB INLET PER C.O.B. STD. D-14 FP FINISH PAVEMENT FS FINISH SURFACE ® 2'x2' DRAINAGE INLET PER CHRISTY U-23 FL G FLOW LINE l JUNCTION BOX w GAS LS LANDSCAPE PROPOSED SIDEWALK SANITARY SEWER A SECTION SS • SANITARY SEWER CLEANOUT # SHEET OO SANITARY SEWER MANHOLE — — 8" SD LANDSCAPE DRAIN SD STORM DRAIN - - - - - RIDGE LINE 0 STORM DRAIN --------- CARPORT a 9,500 LUMEN STREET LIGHT - - — RIGHT OF WAY E 22,000 LUMEN STREET LIGHT GRASS SWALE SLOPE --_ VXX-- ----- _ EXISTING CONTOUR ® 12" SURFACE DRAIN ME MATCH EXISTING Q UNDER SIDEWALK DRAIN IC TRAFFIC SIGNAL INTERCONNECT CONDUIT TG TOP OF GRATE R ER Q W V) > CJ -ir rn 00q- *4Lo L r U ., cn Q J 3w ww z V� � z ww z w w C U0 - m o Lu i W CL Q + I- � � O O C,:, � Q rn Ov w a a z O O o L- o a D U N N cD (0 Z w m N 00y-Fw_- Y J X 0 O O co a a 3Ld u') co m OLJ U CLz = z U U OLL a O 2 Y O Q C, O m m H >>>>> 0 O `YYY > m Z a. D. N J cro Z w (O:R r � cc O J �LL cf)� o > �o(L z WCA) 11311 i mza Q 5 Qaz L' a0- W o p 0 ado. Z z u- owo d U to� Z Q ouNU,UJ O w ix— a te III" CI �fl)Z N N v crOQ PLOT DATE: JOB NO.: 130036 FILE NAME: 130036—OFF—UT SCALE: 1" = 4' 1" = 40" SHEET NO.: R8 OF 8 z Z cl- w 0 a Q z 0 0 0 z o q n. �m U � N W D m Z- R ER Q W V) > CJ -ir rn 00q- *4Lo L r U ., cn Q J 3w ww z V� � z ww z w w C U0 - m o Lu i W CL Q + I- � � O O C,:, � Q rn Ov w a a z O O o L- o a D U N N cD (0 Z w m N 00y-Fw_- Y J X 0 O O co a a 3Ld u') co m OLJ U CLz = z U U OLL a O 2 Y O Q C, O m m H >>>>> 0 O `YYY > m Z a. D. N J cro Z w (O:R r � cc O J �LL cf)� o > �o(L z WCA) 11311 i mza Q 5 Qaz L' a0- W o p 0 ado. Z z u- owo d U to� Z Q ouNU,UJ O w ix— a te III" CI �fl)Z N N v crOQ PLOT DATE: JOB NO.: 130036 FILE NAME: 130036—OFF—UT SCALE: 1" = 4' 1" = 40" SHEET NO.: R8 OF 8 BEFORE EXCAVATING CALL a USA 1-800-227-2800 CONSTRUCTION NOTES CONSTRUCT STANDARD SANITARY SEWER MANHOLE TYPE A PER CITY OF BAKERSFIELD STD. SW -4, SW -5 & D-18 O - INSTALL PIPELINE PER CITY OF BAKERSFIELD STD. ST -22 O3 - INSTALL CATCH BASIN PER CITY OF BAKERSFIELD STD. D-14 & D-16 ®- INSTALL CATCH BASIN PER DETAIL A ON SHEET C-2.0 LEGEND DE� CATCH BASIN Fv CURB INLET —(SS) EXISTING SANITARY SEWER —(SD) EXISTING STORM DRAIN HDPE HIGH DENSITY POLYETHYLENE PIPE INV. INVERT PVC POLYVINYL CHLORIDE PIPE 000.00 PROPOSED ELEVATION SS PROPOSED SANITARY SEWER SD PROPOSED STORM DRAIN RCP REINFORCED CONCRETE PIPE SQ SANITARY SEWER MANHOLE SSMH SANITARY SEWER MANHOLE 0 STORM DRAIN MANHOLE SDMH STORM DRAIN MANHOLE —ss 10+00 II 359 II cr- Of II Y U Ld U� U Of0 w z c -- 1 II z 371 � cq w O C -0O co 367 u cOW aDw oo �0J c 355 u LJ N 00 O � E " I O a. ) - W Z 00Q:f oq U o 0-V EXISTIN Ld Iw �N O V ♦ uN SEE SHEET 9 OF 9 FOR ALL CROSS SECTIONS oz Jw ALLEN ROAD �w j- (n J V! O �W� - U (n o Z J W 359 O X O r- rri W J - - -- -- - U(n �_ co Lo >�. LL = J co0 L11 = NN 4 � -4 W —� I Q r`�C � �. ZNN :I NN .— = NN OO 00 w O > -F-+ NN Z LLJ f w STALL 282 LF OF 10"0 PVC S Z O Q INSTALL 196.77 LF 'OF 10"0 PVC SS @ S=0 25% 3:QQ :2 W W 351 a �.► LoLr) r-r- la—I� <n u')cn W �F— (n U) W J U � uj QQ W .— N N 00 n u')U)V)w = W O 00 � wcfltt» I ON�tn (n (n (n W F— I— �vva Ld i co Y X (n w cn � U)m p) z 3�: —SD 347< S U - SD O N O ___--------- 11+00 12+00 ALLEN ROAD STA. 10+00.00 — 18+00.00 SANITARY SEWER 375 359 - " h _ > Y U Ld U� U Of0 w z c -- z 371 0 I O 0 - - 367 Q cc w U �0J 355 u LJ - - --- � E " I O a. ) - - -- Z 363 U 0 0-V - EXISTIN GRADE @ Iw O V ♦ a. Q �w - CL OF ALLEN ROAD Q j- N N z zrnN V! O �W� - -- - ---- --Ld w I w V U 359 O _ -- - - I - - - -- -- - - -- �_ co Lo >�. LL = J co0 343 4 I I cf) a_ 355 �. m :I a 3 LLJ I STALL 282 LF OF 10"0 PVC S @ S=0.38% INSTALL 196.77 LF 'OF 10"0 PVC SS @ S=0 25% 351 a �.► `° Oo Q ��� CD N � O t\ - N N 00 n Of O = O 00 � wcfltt» I ON�tn U `� cc`'> coo co m �vva Ld i co Y X � U)m p) z 3�: +,,, 347< U +, Ooo00– O N O ' w��� --- - - -- -. - - -- mI oaf UJ w�zz J � o w� �c z m � Q U)c/) ui z I< 343 o I I i } 339 i 10+00 11+00 12+00 13+00 14+00 L:\Projects\2007\070098\ACAD\IMPROVEMENTS\SITE IMPORVEMENTS\OFF SITE\070098-❑FF-C2.dwg 2/1/2008 3:58:54 PM PST 16+00 17+00 F— I — SS SS - 8"0 PVC SS NOOY42'53" E I I nm 'I Fm D `, nj - 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: V= 4' 375 371 367 1----363 I 339 _ mmmmoloor .1-6612 PLOT DATE: Feb - 4-2008 10:49AM JOB NO.: 070098 FILE NAME: 070098 -OFF -C2 SCALE: V: 1"=4' H: 1" =40' SHEET NO.: 8OF9 Itob t-� 359 - " h _ > Y U Ld U� U Of0 w z c I 339 _ mmmmoloor .1-6612 PLOT DATE: Feb - 4-2008 10:49AM JOB NO.: 070098 FILE NAME: 070098 -OFF -C2 SCALE: V: 1"=4' H: 1" =40' SHEET NO.: 8OF9 Itob t-� 359 i -- z 0 O 0 - - Q cc w U �0J 355 u LJ - - --- � E " r`co O a. ) - - -- Z f'�jod 351 0 0-V a otS z - (n Iw O V ♦ a. Q �w - a �^ O -� Q N N z zrnN V! O �W� - -- - ---- --Ld w I w V U W ~Z 22 V5 O 0 � N� W L - -- -- - �_ co Lo >�. LL = J co0 343 cf) a_ �. m :I LLJ 0 :I a �.► Oo Q ��� CD N � O sc Z U Of O = O 00 � (/7 � U `� cc`'> coo co m �vva Ld i co Y X � U)m U O ' mI oaf J � o cu m � Q ui z I< o I 339 _ mmmmoloor .1-6612 PLOT DATE: Feb - 4-2008 10:49AM JOB NO.: 070098 FILE NAME: 070098 -OFF -C2 SCALE: V: 1"=4' H: 1" =40' SHEET NO.: 8OF9 Itob t-� 359 i -- z O a - - cc w U �0J 355 u - - --- � w�0 I r`co O a. ) - - -- Z f'�jod 351 0-V a otS z - (n Iw O V ♦ a. Q - a �^ O -� zw^a ' N N z zrnN V! O �W� - -- - ---- --Ld w I w V U W ~Z 22 V5 0 � N� W - -- -- - �_ co Lo >�. LL = J co0 343 I 339 _ mmmmoloor .1-6612 PLOT DATE: Feb - 4-2008 10:49AM JOB NO.: 070098 FILE NAME: 070098 -OFF -C2 SCALE: V: 1"=4' H: 1" =40' SHEET NO.: 8OF9 Itob t-� SECTION A -A i i —�— — I 376 ; I ! i 1 i , 372 ! s � ! i i 368 Lu Q - -- --- - --}-- - -H - - - Lo N Lil 364 EXISTING GRADE © � Z� �Iw GR DE - �PROPOSED - - - _ - - - -PIPE fiCENTERLTNE-` v Q _. g N, PROPOS _ D � -PIPE CENTERLINE I � � cn� � I o , 360 356 , ; w i I � i r Lut I Yi 352 I I w ;INV 10" E 352.28 INV 10" N 352.47 !INV 10" S 352.26 INV 10" W 352.37 i 348 344 ! i U o f. 340 J SECTION B -B p i i i EASTI NG ' G1 - P4PE-.CEN- i rlNV 8" E 352.88 INV 10" N 352.71 INV 10" S 352.71 r PIPE ICENT ® ERR NE re INV 8" N 354.59 INV 4" S 354.82 INV 8" W 354.49 40' 0' 40' SECTION C -C HVERT. SCALE: 1"=4' ' I 3 _ PROP-QSED--.: PIPE CENTS � I k t i I j I � , 'ADE_ ,-U- INE -C INE REVISION APPROVED BY: zL (Y D E REBEKAH L. GODETT R.C.E. 82485 EXP. 9/30/16 PROJECT ENGINEER f P-4— 7a � � DATE'f- M IAN P. SHAW R.C.E. 32178 EXP. 12/31/16 ENGINEER IV _ ------ ___._�__ .____}__ -E j PPE STING --GRADE -®- CENTERLINE i @ S=0.01 - f --- OF "� 161LF SDR35 f SS !- -INSTALL , TW ---4-------4---INV 10" N 355.57 INV 10" W 355.47 , I i I I W �IN 10" E 353.86 o INV 10" S 353.76 Imo— z cl):5 a REVISION APPROVED BY: zL (Y D E REBEKAH L. GODETT R.C.E. 82485 EXP. 9/30/16 PROJECT ENGINEER f P-4— 7a � � DATE'f- M IAN P. SHAW R.C.E. 32178 EXP. 12/31/16 ENGINEER IV WALLTOM - TOP OF MANHOLE oz V OF ROAD TW TOP OF WALL J �aG�NEER b/ OF PAVEMENT W WATER o Q Imo— z cl):5 CONCRETE WROUGHT IRON FENCE QZ a" Ld w FLOOR c=n 4' CURB INLET PER C.O.B. STD. D-14 O H Wco ~ o U & a� Z - S doe� d Z �Al SURFACE ® 2'x2' DRAINAGE INLET PER CHRISTY U-23 W U � �° � cn cn 0 JUNCTION BOX o 0V ��36 P CAPE N N v PROPOSED SIDEWALK 0 kRY SEWER A SECTION � U � SHEET kRY SEWER MANHOLE z� ly O Q 4 DRAIN - - - - - RIDGE LINE Fco 4 DRAIN --------- CARPORT z "' z — - - RIGHT OF WAY o Z o p U U 00 N - ---XXX---- EXISTING CONTOUR O J p J O � URFACE DRAIN ME MATCH EXISTING SIDEWALK DRAIN IC TRAFFIC SIGNAL INTERCONNECT CONDUIT )F GRATE ) •� call N N Q o � � U r m cp jU a. � O Q i o O WALLTOM TOP OF MANHOLE V OF ROAD TW TOP OF WALL J �aG�NEER b/ OF PAVEMENT W WATER w Imo— z cl):5 CONCRETE WROUGHT IRON FENCE QZ a" Ld w FLOOR c=n 4' CURB INLET PER C.O.B. STD. D-14 O H Wco ~ o U & a� Z - S doe� d Z �Al SURFACE ® 2'x2' DRAINAGE INLET PER CHRISTY U-23 W U � �° � LINE 0 JUNCTION BOX o 0V ��36 P CAPE N N v PROPOSED SIDEWALK kRY SEWER A SECTION kRY SEWER CLEANOUT SHEET kRY SEWER MANHOLE — — 8" SD LANDSCAPE DRAIN 4 DRAIN - - - - - RIDGE LINE Fco 4 DRAIN --------- CARPORT LUMEN STREET LIGHT — - - RIGHT OF WAY 0 LUMEN STREET LIGHT GRASS SWALE 00 - ---XXX---- EXISTING CONTOUR w URFACE DRAIN ME MATCH EXISTING SIDEWALK DRAIN IC TRAFFIC SIGNAL INTERCONNECT CONDUIT )F GRATE ) •� SECTION ID -D i I I I 376 376 _ I 3 372 72 J i 368 I 368 Lc) i 364 z PR POSED, GRAD @ 364. PIP CENTIERLIN J - - — ZE i 0 r 360 _— — 360 _._.__ 11 XISTI G GRADE IPE CENTERLINE 356 D 356 ( �NSTq�L _ - RCP151LF � � -- � - - - - ----- a- ------------- - so ° S=o0200 �—{— i 352 352 INV 18" E 354.37- _.---- _-- _ .. INV 18" W 351.35 INV 30" N 351.25 348 INV 30" S 351.25 348 i t t 344 ! j 344 ! I i 340 340 1.1-6612 wLd 0 ujW J Z W Q U Y W W --.> m O W Of W m m m ^ 0 W CL W a ~ o LJ Q rnLov w Q U D �_ a' _ Z a o2 o o ^ ^ o N U N = w m O W W N 00 ~ Y J X p La O Q W Q to (n m Li ?i F U y-" z = C U ii. U 0_Z LL a O Z Y Q Ile d m Ld cu Of ;m wz CL C �© C) C) PLOT DATE: JUNE 10, 2016 JOB NO.: 160033 FlLE NAME: 160033 -OFF -UT SCALE: 1- = 4' 1" = 40" SHEET NO.: R8 OF 8 r tG J V w Imo— z cl):5 QZ a" Ld w c=n J_ O ~ o U & a� Z L as CL m� � (M> 204 �0 W U � �° Ld LL 3N aw o 0V gym^ to w"J N N v � Q PLOT DATE: JUNE 10, 2016 JOB NO.: 160033 FlLE NAME: 160033 -OFF -UT SCALE: 1- = 4' 1" = 40" SHEET NO.: R8 OF 8 Li\Projects\2007`.070098\ACAD\IMPROVEMENTS\SITE IMPORVEMENTS\OFF SITE\070098-OFF-C2,dwg 2/1/2008 3158;54 PM PST 6