Loading...
HomeMy WebLinkAbout6.1-1525 Rev96�ti6 67VrNAYITlNG C&L • USA 1-800-227-2600 .SHEET INDEX OVER SHEET 2. FFSITE STREET NOTES, SYMBOLS & ABBREVIATIONS 3. .'FFSITE ALLEN ROAD PLAN & PROFILE 4.(� FFSITE ALLEN ROAD PLAN & PROFILE 5.�,. FFSITE REINA ROAD PLAN & PROFILE 6. V, FFSITE STRIPING PLAN 7. FFSITE SANITARY SEWER & STORM. DRAIN NOTES, SYMBOLS & ABBREVIATIONS 8. & P-, ---LE -A kj -9—.&FFSffE-& ................ .BASIS OF BEARING 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 A 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 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 CONTRACTORS 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 4M 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\IMPR[IVEMENTS\ SITE IMPORVEMENTS\DFF SITE\070098—❑FF—G1,dwg 2--/4/2008 11.45:40 AM PST OFF -SITE IMPROVEMENTS BAKERSFIELD, CALIFORNIA T P EW f% mm7 13 -x238 N 0 Z7 19.75 CR c��z C ■ L ML 7 L L TRACT 6129 KEY MAP SCALE: I "= 200' qqt cy) c\j co A 11A 44416 %wl �ikEtPn -� (800)22'7 -2600 4�" VICINITY MAP NOT TO SCALE # BENCHMARK TOP OF MONUMENT AT THE INTERSECTION ALLEN ROAD AND REINA ROAD ELEVATION = 376.35 USGS DATUM PER KCSFB 1170 PAGE 27 CITY OF -BAKERSFIELD TRAFFIC ENGINEER DATE ASSISTANT PUBLIC WORK46 DIRECTOR DATE CITY OF BAKERSFIELD APPROVED BY: 1 PUBLIC WORKS DIRECTOR —CITY OF BAKERSFIELD DATE RAUL M. ROJAS, R.C.E. 39880 — EXP. 12-31-09 Consulting Engineers and Land Surveyors 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 LIABILITY, 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. I C) C) _' �� Cn C) I U-- 0 Z ax- Uj 0 0 (c) :2 0 Ln oz MLjj < 3 r z Li tl F- cl) Ld 7) 10 I I cn 0 Of Lj a- hi < (I- 0 1�1 t� , 'P LOT DATE: Feb-4-2008 11: 45AM JOB NO.: 070098 Fl LE NAME: 070098 — OFF --G 1. SCALE: AS SHOWN SHEET NO.: 1 OF 9 LLj :) > r1r) < (g) CN 0 LO < < I I (0 CL 0 o c = Ld n Ne < 0 < (0 :D 0 rK c) Lij Eli 00 -\.,' _j C:) < LLJ < co C) Ld I'll, m Lj" C) C) 0 c� W cury m < a, LL am LL co z o. w oLLJ cc 0 LL • 'j on. w w W co � w > Uj :� CO 0 ob LL > u0 v�Ot� 'P LOT DATE: Feb-4-2008 11: 45AM JOB NO.: 070098 Fl LE NAME: 070098 — OFF --G 1. SCALE: AS SHOWN SHEET NO.: 1 OF 9 'A.C. PAVING TESTIt4G NOTES= p � 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 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 S HALL 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 MEET THE IN -PLACE DENSITY REQUIREMENTS. N ° 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHI N 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 W 0 0 w 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, 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 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 PARAGRAPHS OF SECTION 42 -2.022 "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 GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFROMING TO SECTION 200 -2.4 OF THE "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 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, 11, 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, 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 (66 1)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 4; DATE CATHERINE S. WILLIAMS R.C.E. 75489 EXP. PROJECT ENGINEER r DATE L MARIAN P. SHAW R.C.E. 32178 L� 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 6" CITY STD. SEWER CLEANOUT 16' RESIDENCE DRIVEWAY ST -13 4' CITY STD. SEWER CLEANOUT SURVEY MONUMENT ST -14 4' PVC SS STREET LIGHTS (AS INDICATED) ST -17 6" PVC SS 12' WIDE CONCRETE CROSS GUTTER ST -18 8" ,PVC SS TYPE "M" MEDIAN CURB ST -22 10" PVC S S 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 AT80, 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 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 S S LF 91 CITY STD. TYPE "A" SDMH EA - CITY STD. TYPE "A' DI EA 1 CHRISTY U23 CATCH BASIN EA - 12" SURFACE DRAIN EA - CITY STD. JUNCTION BOX EA - 8" SD PIPE LF - „ 10 SD PIPE LF - 12" SD PIPE LF - 18" SD PIPE RCP W RGJ LF - 24' SD PIPE LF - 30" SD PIPE LF - RETENTION BASIN OUTLET EA - STREET IMPROVEMENTS �G�NEER � b 00 �'cy c cn Q W (/) I-_ > U d b� Q. /038 co W U cn _� �W Ww �0 z WW z ww _ -.) Q0 U � m 0*4,0 0 ; > o ,� iAl w W a Q Q o Li 0 0 > 00 � w < N 0, U O m 2 CL 0 O c Z a Jow�'�'o n N � D U N (n � Z) w m CD W W N co O 0. LLJ � m� LLJ W �' z m am � U z Ou a 0 Z, Y 0 m m 0 = W w m U U Q 0- °I L Cf G. N � J m C6 H 0 Q i� Z cl) H W Z Lo co Z Z co 1* 2 N X � W Q LL g a O 00 o a a Z g � ►n Z a Li WOE W Lij m <,* W 0) � � j5 0 rn = a)! N ` 0 LL u� N v) Z O zm 0 0 � z a o U � W v m a �G�NEER � b 00 �'cy c cn Q W (/) I-_ > U d b� Q. /038 co W U cn _� �W Ww �0 z WW z ww _ -.) Q0 U � m 0*4,0 0 ; > o ,� iAl w W a Q Q o Li 0 0 > 00 � w < N 0, U O m 2 CL 0 O c Z a Jow�'�'o n N � D U N (n � Z) w m CD W W N co O 0. LLJ � m� LLJ W �' z m am � U z Ou a 0 Z, Y 0 m m 0 = W w m U U Q 0- °I L Cf G. N � J m C6 H 0 Q i� cl) H W Z co Z Z co 1* 2 N X � W Q LL g a O 00 o a a Z g � ►n Z a Li WOE W Lij m <,* W 0) � � j5 0 rn = a)! N ` 0 LL u� N v) Z O PLOT DATE: JOB NO.: 130036 FI LE NAM E: 130036- OFF -NOT SCALE: AS SHOWN SHEEP NO.: � R2 OF 8 �G\N�ER � b vi w Q W t= Lo > U 2 Z V O d• b� �Q' rn 00 qq- Lo �.i U N Q J J_ � W W W V) U Z W W Z H w U W W Q w U CL m 0 A W �► W Q o rn 0 0 Lij pr) 0 rn ° o °w N U) U H Q U CL in T- O w O D 10 Z a J Li N 0 ^� U) LL_ � � U 04 (,r) r w m cy 00 w 0 i-_- -- Y 'S X a O O Q W Q 'n U) m �-- '-'- = C) y�D w Q = �Z U U OLL IL z Y 0 Q >- m m H 0 cu _� � � m a 0 IL Z w U Q C ® ry cl cm J m w V O O � W to W C/) ~LLiti N Z �Or cO � cr 0 cf) W CL 0 um o D � a co z z � Z�0 0 Li��0� w W °'� :2 8 u< I w Ld co z > 2 m 0) 2 w C 0 9, Im LL mj cl) N � v cl) O LOT DATE: JOB NO.: 130036 FI LE NAM E: 130036— OFF —ST SCALE: 1 ° = 41 1" — 40" SHEET NO.: R3 OF 8 Q. 'rC Go Q U Z 0 � O Q CE CE U Qt V) W m � Q 0 �G\N�ER � b vi w Q W t= Lo > U 2 Z V O d• b� �Q' rn 00 qq- Lo �.i U N Q J J_ � W W W V) U Z W W Z H w U W W Q w U CL m 0 A W �► W Q o rn 0 0 Lij pr) 0 rn ° o °w N U) U H Q U CL in T- O w O D 10 Z a J Li N 0 ^� U) LL_ � � U 04 (,r) r w m cy 00 w 0 i-_- -- Y 'S X a O O Q W Q 'n U) m �-- '-'- = C) y�D w Q = �Z U U OLL IL z Y 0 Q >- m m H 0 cu _� � � m a 0 IL Z w U Q C ® ry cl cm J m w V O O � W to W C/) ~LLiti N Z �Or cO � cr 0 cf) W CL 0 um o D � a co z z � Z�0 0 Li��0� w W °'� :2 8 u< I w Ld co z > 2 m 0) 2 w C 0 9, Im LL mj cl) N � v cl) O LOT DATE: JOB NO.: 130036 FI LE NAM E: 130036— OFF —ST SCALE: 1 ° = 41 1" — 40" SHEET NO.: R3 OF 8 �VEER 0 Lo W V) %A /038 S\ Lo 4-4 cr- U-i W Z 0 Z U.j 0 W- cl- 0 %%Ml 4 0 LLJ < 0 C:) 0 ui 0 r-, m 0 w 'o o') cq 0 1,- < < L.L: 0 O z a_ LL- w :j 0 ui < Cy W m 0 W 00 Li X 0 LLJ o < L< Lo V) M D Ld < -F z 6 ou a. 0 z CF co CD Ld cu cn < z CL 0 Li w a- rv, < L rl I co ct) 2 r*�I- 0 Z ui on w W + > Z > Ct) c*4 o 04 vu- z I X0 co W CL Lf) co) =J + w j < :D um w 0 0 co 11 z W, 0 Z U- LL. ZOO < =3 to 000 :5 o 0:: 04 to Li w ZL ui 01 10 :2 1 W bi > * 04 ��W z rl) 0 w LL 92 C-4 J 01 C I * I co 0 P LOT DATE: 1 JOB NO.: 130036 FILE NAME: 130036—OFF—ST SCALE: 1" 41 1" 401s SHEET NO.: L R4 OF 8 rn,�— lSd` CL LQ Q-5 Qc r) ' Q� Lo Zptl Q) V) :z 0 Q V) :z 0 Q, a— C) V) LILJ 0 m Q Q) �VEER 0 Lo W V) %A /038 S\ Lo 4-4 cr- U-i W Z 0 Z U.j 0 W- cl- 0 %%Ml 4 0 LLJ < 0 C:) 0 ui 0 r-, m 0 w 'o o') cq 0 1,- < < L.L: 0 O z a_ LL- w :j 0 ui < Cy W m 0 W 00 Li X 0 LLJ o < L< Lo V) M D Ld < -F z 6 ou a. 0 z CF co CD Ld cu cn < z CL 0 Li w a- rv, < L rl I co ct) 2 r*�I- 0 Z ui on w W + > Z > Ct) c*4 o 04 vu- z I X0 co W CL Lf) co) =J + w j < :D um w 0 0 co 11 z W, 0 Z U- LL. ZOO < =3 to 000 :5 o 0:: 04 to Li w ZL ui 01 10 :2 1 W bi > * 04 ��W z rl) 0 w LL 92 C-4 J 01 C I * I co 0 P LOT DATE: 1 JOB NO.: 130036 FILE NAME: 130036—OFF—ST SCALE: 1" 41 1" 401s SHEET NO.: L R4 OF 8 rn,�— lSd` W 0 m Q W W coI W zI J Z U CL °o N N rn Q U? 0 0 0 W LIJ 0 Q n °o N Llr W 0 J Q 3 W cr 0 TRACT 6453 U. I p. B 5 a } i,'y, — W— — — — n E - 4 ___ ' co EXISTING STRIPING 8 +00 TO BE REMOVED � � � �' 0 r °fig W 4.0•' n e. ° a� B tuu 7 Ci+Uu EGIN DETAIL 32 42 1 - Z STA. 8+73.82., 6' LT _- - BEGIN DETAIL 39 -- TA. +7 ' RT ® 12 LIMIT LINE 'J S 8 3 82, 6 � STA. 9 +99.84, 28 RT m -► �! .+► R , ° - , _ ,.�.o.•®. --. _ '� < '' 'a' = = gel' . - �' • •u ,' r@ s,.' ., r a ° - m '�° ,^ a L . � ' ;� a. _ , a< m - a a. b� ..^^.,^^ .•— ..,�n�,n,�, -.- .....n,.,.v .�o,,,.n.n..." 'b < a• ° .. ,�. 6 < < - - ` h_ a'. :- t a- n a,, °$ ., ' t _ a a, _ Bva; a `' � _ ` � -s< ` �� °§a �• , _ _ _ _� , '+ � _ ' ' " ° " "'°°'"� ®... HAM °gym,. L• ° a• 6 w , a. ffi 4+• ` _ a, a , _ a e..... ,a: •s° < 4. n % - • - �i � =6s . . e.. ° ° , £ � ° - mn,+ ffi ' _ �& -- .. ,..,.. -,�.� - - —.._ •�n,�,,... .,,,,,,,,.,,- ,�n,,,m,�, ._.— ,...nW,�.�_ ten. �� �� ' ffi • g° $" - - ° � � _ -` gr � "� , ` a�a <_ _ `� k ° M:' -- � _ - ,� "��. � •� ,, 'a §• # . - '� _ m - +h e, gyp, � . a. ° � � y — — ° : u, - ° - � <a 3 p �At^ °_ , .Po'� ° -aa - `�; .a`+M?a - , � } = tn° p� � •'� _ m 1 �� W' - <a �" °< .a, :. f - 4 b» 'a s ,, n° . � ® 1 R26 CA R81 CA �� �� ,a ° •er' '�' „$ ; tea` '�, ^' `a.,' 'a a<..^ om,' f•;- P °� °` $ ab _ '� V i /] \�,(y'� ..w ,'`�u _&t, $ ^�.a °s,a" <a` �'• ,a° -a ffi H'°. REMOVE EXISTING TAPER i { STRIPE AND BOLLARDS i t � . •mil 'w �. s ° ° ��` ° �' - � _ �. _,ate s,•at •' . � °� - - � '`'` °_ ?•5 - i' 4, ,4 *� X a''' • ` - ,r:_ v f .s E { ` �%' - '' ''� t` , r,� a ' f,4 •i, sa 4 t.: .per` F4'i. 5_ ' yn f,+�,',t Nx/ '•4, -r_ � l � �` 'y'•.�J��F } • �''e. {�• �4 < 8s j - iL1 " �. .,•'" ,,�,,` ,,. ��'i,, ,, ° �' ` '� �,.' ' �' '�' '' '' , S,Tp '4 ,£ i. -•'•, ,F f 'c .� 1'. f•.. �.et ��$ ai _ r 's s .. .d I .. f '4 r 'h _ n - a� ALLEN ROAD STA. 8 +00 -17 +50 W cr z } ' 4 4 Z W J r >r� ols SEE BELOW p, ALLEN ROAD STA. 17 +50 -23 +17.03 SEE ABOVE REINA ROAD STA. 10.00 - 16 +54.53 RELOCATE SIGN A" REVISION APPROVED BY: 2h DATE CATHERINE S. WILLIAMS R.C.E. 75489 EXP. PROJECT ENGINEER fig fgthr DATE MARIAN P. SHAW R.C.E. 32178 ENGINEER IV TES: ��CL �G4A1�'01�A�- WITH -�#E bkfiEST MUTCD (MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES). J. 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 1 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 W 1 -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 ��G�NEER * b/ O� Ai 0y V Lo W U Q J J W W z WW Z� wW Qw O a- m 0 4, W 0 W •,.., w CL Q Q o rn 0 O r7 O Q rn O cD rn 0 ww N U t: Q U O c0 a- _ O O O Z a. J 0 L J ^ in UN N N to to w° m O H W N o 0 o� Q w Q = Y ul U) m� -�� C-) � W z Z oLL a z Y 0 Q A&.�,:. d m � m o cu M M a- a z 0 U uj CL L Cf am N 0 Z F� W co) 2 J m w V W W cq > c* > T�_ Z Z 0 `fl W cr. cf) CL W '„m um (L W o D o z Q� Z � O JU-) Z i ,� a LLI Ld w�C z 0 04 CL M luL to N ca O CA PLOT DATE: JOB NO.: 130036 FILE NAME: 130036— OFF —ST SCALE: 1" — 40" SHEET NO.: N6 R6 OF 8 4°.° cl.° z a V z 0 c, z ° © rK rK U V) m �7 Q � Q) ��G�NEER * b/ O� Ai 0y V Lo W U Q J J W W z WW Z� wW Qw O a- m 0 4, W 0 W •,.., w CL Q Q o rn 0 O r7 O Q rn O cD rn 0 ww N U t: Q U O c0 a- _ O O O Z a. J 0 L J ^ in UN N N to to w° m O H W N o 0 o� Q w Q = Y ul U) m� -�� C-) � W z Z oLL a z Y 0 Q A&.�,:. d m � m o cu M M a- a z 0 U uj CL L Cf am N 0 Z F� W co) 2 J m w V W W cq > c* > T�_ Z Z 0 `fl W cr. cf) CL W '„m um (L W o D o z Q� Z � O JU-) Z i ,� a LLI Ld w�C z 0 04 CL M luL to N ca O CA PLOT DATE: JOB NO.: 130036 FILE NAME: 130036— OFF —ST SCALE: 1" — 40" SHEET NO.: N6 R6 OF 8 � V&ER bi a W V o i m 00 It Lo w U (n Q J J W W W Z W W Z U W W Q w U m j.: m 0 Ld O CC � v Q Q D p 0 N U) U Q U C.0 D_ Z 0 0 o CO C° Z a LL- O w p w U( N W/) =) w m W CC � N °O° ~ Y x o m � V) m � Y D U Q W S �Z U U a IL z Y Cl Lij cu Q m � H R m C 0 z � U Q CL ® ry O a N Z C6 QD;R cr H cr. O un W ~�� > CL Zip WOZ J W �ZQ Q vii Q�Z :5 LL ° aW o O � a�� Z D LL oz- .1 U W � Z v+ Q C4 U-) w 0 0 Z ix Lu w 0) IAA Lli Z 0 6 =�N cl)W CO T- C-4 IUL o) N -Jv CaO PLOT DATE: JOB NO.: 130036 FILE NAME: 130036- OFF -UT SCALE: 1" = 4' 1" - 40" SHEET NO.: ►_ R7 OF 8 V CL 8 Q- Lo Zt V I 0A, � V / Q Q) Z _0 CL C) V) 0 m � W � V&ER bi a W V o i m 00 It Lo w U (n Q J J W W W Z W W Z U W W Q w U m j.: m 0 Ld O CC � v Q Q D p 0 N U) U Q U C.0 D_ Z 0 0 o CO C° Z a LL- O w p w U( N W/) =) w m W CC � N °O° ~ Y x o m � V) m � Y D U Q W S �Z U U a IL z Y Cl Lij cu Q m � H R m C 0 z � U Q CL ® ry O a N Z C6 QD;R cr H cr. O un W ~�� > CL Zip WOZ J W �ZQ Q vii Q�Z :5 LL ° aW o O � a�� Z D LL oz- .1 U W � Z v+ Q C4 U-) w 0 0 Z ix Lu w 0) IAA Lli Z 0 6 =�N cl)W CO T- C-4 IUL o) N -Jv CaO PLOT DATE: JOB NO.: 130036 FILE NAME: 130036- OFF -UT SCALE: 1" = 4' 1" - 40" SHEET NO.: ►_ R7 OF 8 0 cn ( L" --T- -I- I — cn => Ul) -CC w Ln fl- >- Q 0) 00 q- Lo rl-- LL4 U Iq � .38 Uj U.j z D (n 0 z Li Uj z Li Lii 0 (Y C) cl- Ld 0 cy— Ld CL 40 P- 0- < < 0 o >< cq (o U, cy) 0 w 0 p- < < LL: ca .0 :z 0 0 Q� w 0 z a. LL- w _j CD Ld co < C***4 LZ < co C:y w M 0 LLJ LLJ N 00 X 0 LLJ L0 D < Uj < L- L 3:: 1 L0 V) m Z = �:3 C) Z LL a- 0 z Y m m LLJ cu m < 0- CL 0 LLJ 0 cy- < Q- 0 cy- L r1l I 04 (o Z C6 W:R cro 0 m lc�D �j�W mj w 0 > cl) 0 I= IN= ��a Z o J LU a Z MZ< Q CL a az um W cr. CL W 0 LL- 0 aka z 41� CJ W z co a - F- z Ld w o coz to IX C4 Lo w 0 U-) 0) 4% 0 :2 2 Ld Q< * LU �coZ 0 Q) Zt Mj JUL L co) .. ()) 1 � 64 co o V) z 0 U) 2n Cr- Q) i �i z 0 CL cr- U V) m Ld 0 cn ( L" --T- -I- I — cn => Ul) -CC w Ln fl- >- Q 0) 00 q- Lo rl-- LL4 U Iq � .38 Uj U.j z D (n 0 z Li Uj z Li Lii 0 (Y C) cl- Ld 0 cy— Ld CL 40 P- 0- < < 0 o >< cq (o U, cy) 0 w 0 p- < < LL: ca .0 :z 0 0 Q� w 0 z a. LL- w _j CD Ld co < C***4 LZ < co C:y w M 0 LLJ LLJ N 00 X 0 LLJ L0 D < Uj < L- L 3:: 1 L0 V) m Z = �:3 C) Z LL a- 0 z Y m m LLJ cu m < 0- CL 0 LLJ 0 cy- < Q- 0 cy- L r1l I PLOT DATE: 1 JOB NO.: 130036 Fl LE NAME: 130036—OFF—UT SCALE: 1 1@ 48 1u 40re SHEET NO.: R8 OF 8 04 (o Z C6 W:R cro 0 �j�W mj w 0 > cl) 0 I= IN= ��a Z o J LU a Z MZ< Q t--- LLJ D a az um W cr. CL W 0 LL- 0 aka z 41� LL. Lc) W z co a - F- z Ld w o coz to IX C4 Lo w 0 U-) 0) 4% 0 :2 2 Ld Q< * LU �coZ 0 N 0 Im (o V. -j Mj JUL L co) .. ()) 1 � 64 co o PLOT DATE: 1 JOB NO.: 130036 Fl LE NAME: 130036—OFF—UT SCALE: 1 1@ 48 1u 40re SHEET NO.: R8 OF 8 o {C)D rr0 � Q W co > V C� o / rn 0 0 0 ° o M o rn N Lo U z v o ° m o p Z Ne' W J ° O Q O I.L Cp Cfl Q V Cn Zo O w o Q w cn m i-- 3:: CL r_ m o cu w Of n Z U W 2 Z — U ,� V =ND Z . 0 cc N ":rl LL Zma a_ CATCH BASIN co O z CURB INLET z m o — EXISTING SANITARY SEWER o b w — EXISTING STORM DRAIN °_ z HIGH DENSITY POLYETHYLENE PIPE o 0 a INVERT W p POLYVINYL CHLORIDE PIPE o PROPOSED ELEVATION Z N N Z m C-4 — PROPOSED SANITARY. SEWER � W cf) — PROPOSED STORM DRAIN � m REINFORCED CONCRETE PIPE co 2 UL un SANITARY SEWER MANHOLE 0 I W SANITARY SEWER MANHOLE o STORM DRAIN MANHOLE o {C)D rr0 � Q W co > V C� o / rn 0 0 0 ° o M o rn N Lo U z v o ° m o p Z Ne' W J ° O Q O I.L Cp Cfl Q V Cn Zo O w o Q w cn m i-- 3:: CL r_ m o cu w Of n Z o Z — ,� V Q W p t!1 Mi — . 0 cc N LL Zma p imm co w o O z co 00 V a. o C0) W p 0 LL, Z N N Z m C-4 o W � W cf) w Q U M LU F.. '� � `} O ui w 1 _ Lo 2 UL un ; :2i Lo 00 > ) C PLOT DATE: Feb -4 -2008 10:49AM JOB NO.: 070098 Fl LE NAME: 070098 - OFF --C2 SCALE: V: 1 of =4' H: 1 " =40' SHEET NO.: 9 OF 9 L,-\Projects\ 2007 1\070098 \ACAD \IMPROVEMENTS \SITE IMPORVEMENTS \OFF SITE \070098- ❑FF- C2,clwg 2/1/2008 3:58:54 PM PST