Loading...
HomeMy WebLinkAbout1.1-7299 & 7256 Record DrawingNOTE: 1. A PRE -CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT THE CONSTRUCTION DIVISION AT (661) 326-3106 OR (661) 326-3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRE -CONSTRUCTION CONFERENCE. 2. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 48 HOURS NOTICE. TELEPHONE 326-3049 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. V 1 - HIGHGATE PARK UNIT 6 UNIT 3 BOULEVARD TRACT 7299 TRACT 7299 STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -2 STANDARD MEDIAN CURBS TYPE "M" ST -12 STANDARD TRENCH REQUIREMENTS 3. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 4. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. 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 SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 5. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 6. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST -22. 7. DUST CONTROL CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 8. IF THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DIS ( ). CHARGE ELIMINATION SYSTEM NPDES A "NOTICE OF INTENT°COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGEE S STORR M WATER ASSOCIATION WITH CONSTRUCTION ACTIVITY (SWRCS ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NOS. 5F15C377505 & 51`15C371221 HAVE BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. 9. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND HOUDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. NO STREET PERMIT WALL BE ISSUED NOR SHALL ANY CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED BY THE CITY ENGINEER. PROJECT NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT GROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGNEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTIUIIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYUGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE KITH THE CITY OF BAKERSFIELD STANDARD DRAIWNG ST -6, EXCEPT AS NOTED ON PLANS. i7Eiff'17t:iIllia/d THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS ST -2, ST -22 3 4. 5 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET IMPROVEMENT AND STORM DRAIN PLANS FOR MING AVENUE STA. 30+14.60 C.L. TO STA. 70+09.00 C.L. BASIS OF BEARINGS: INDEX OF SHEETS THE BEARING OF N.89'2VO8'W. SHOWN FOR SHEET TITLE Q 'A m v1/ N THE SOUTH LINE OF THE SOUTHEAST QUARTER WATER STORAGE DISTRICTNORTHWEST F CORNER s 2 OF SECTION 11, T.30 S., R.26 E. AS SHOWN ON 1. COVER SHEET & NOTES ..... /// RECORD OF SURVEY BOOK 19, PAGES 115-121 A DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLUNG - - RCE 17564 DOWN 12' WAS USED AS THE BASIS OF BEARINGS SHOWN 2. MING AVENUE (STREET & STORM DRAIN PLANS) HEREON. 3-20-84 LS 4713 (STA. 30+14.60 C.L. TO STA. 43+50.00 C.L.) BENCH MARK: 3. MING AVENUE (STREET & STORM DRAIN PLANS) TOP OF CONCRETE MONUMENT AT THE INTERSECTION (STA. 43+50.00 C.L. TO STA. 58+50.00 C.L.) OF MING AVENUE AND SOUTH ALLEN ROAD MARKED 4. MING AVENUE (STREET & STORM DRAIN PLANS) FOR NORTHWEST CORNER OF SECTION 12, 30/26. (STA. 58+50.00 C.L. TO STA. 70+09.00 C.L.) ELEVATION = 367.96' (NAVD 88 DATUM) �p w m B 14 SUBTRACT 1.98 FEET TO GET TO USGS/CITY DATUM SOUTHERNI PACIFIC RAILROAD LIST OF MATERIALS r ITEM UNIT TOTAL MEDIAN CURB LF 1 3995 78" STORM DRAIN LINE LF 48 EARTHWORK 13,726 CY FILL M I N G A V E N U E Q 'A m v1/ N BERRENDA MESA WATER STORAGE DISTRICTNORTHWEST F CORNER s 2 MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE SECTION T.305.,R.26E. PROJECT ..... /// FD. IRON PIPE W/ TAG A DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLUNG - - RCE 17564 DOWN 12' 3 BEFORE SUCCEEDING LAYERS ARE PLACED. RECORD PER CORNER RECORD V man F � THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. 3-20-84 LS 4713 COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF �''�-� FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM I Q BEING FLUSHED INTO AN EXISTING STORM DRAIN UNE UNIT 4 UNIT 4 UNIT 3 HOVINGHAM UNIT 2 UNIT 1 O TRACT 7299 TRACT 7256 TRACT 7256 DRIVE TRACT 7255 TRACT 7255 Of COMPACTION. WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES KEY MAP z THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ¢ SCALE: 1"=200' W STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS. VEGETABLE O- SHEET NUMBER J _ �p THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS SELECTION OF TRENCH TYPES WALL BE AS REWIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S-39. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS 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. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROMSIONS 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 REWIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE 7WTH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR GOUPUNGS. DURING BEDDING AND BACKRWNG CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS AS THIS WELL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -%ICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE MATERIAL' AS SPECIFIED BY ASTM 2321-8 SHALL BE USED L BACKFILL AFTER THE PIPE HAS BEEN PROPERLY LAID :FILL SHALL BE PLACED ON BOTH SIDES AND OVER THE T, AFTER THOROUGH GONSOUDATION, THE FINAL DEPTH ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL DRY OR MECHANICAL TAMPING AND THE EQUIPMENT AND IE APPROVED IN WRITING BY THE ENGINEER PRIOR TO PACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROVING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. MATTER, OR OTHER UNSATISFACTORY MATERIALS IN NO CASE SHAD. JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TESTING AND CGMPACTION, TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, 'EARTHWORK' AND SECTION 6-3, 'TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 6. SYSTEM TESTING A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. 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 CI7YS CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY FORM. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A VIDEO RECORDING SHALL BE PROVIDED IN COLOR ON DVD FORMAT, THE 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, THE DVD FORMAT RECORDING SHALL BECOME THE PROPERTY OF THE CITY. THE CONTRACTOR SHALL BE 7. STORM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65 "REINFORCED CONCRETE PIPE" OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS EXCEPT AS OTHERWISE DESGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIRED BY SECTION 65-1.06 'LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.066, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WELL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. 8. BORED/JACKED P CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED W1TH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPEUNE TO THE UNE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABIUTY OF THE SOL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/0.R FACE CLOSURE WIN SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE i:]�SII:G,UIfgNNRNIT, MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM IN DESIGN MATERIALS AND CONSTRUCTION TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S-7 AND S-& DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR 'KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. SOUTHERN CALIFORNIA GAS NOTES: A SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10' OF THE EXISTING TRANSMISSION LINE. CONTACT TAB LAGOW AT 661-763-2825 TWO WEEKS BEFORE THE PROPOSED WORK TO ALLOW AMPLE TIME TO SCHEDULE STANDBY. THE CONTRACTOR MUST ALSO GET A NEW USA TICKET AT LEAST TWO (2) DAYS PRIOR TO ANY CONSTRUCTION. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 5 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 18 IN. OF VERTCAL SEPARATION FROM THE EXISTING 24" SOUTHERN CALIFORNIA GAS CO. TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 3', OR MORE THAN 7', OF COVER IS TO BE OVER THE EXISTING TRANSMISSION UNE AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WTHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE ESS/ M A c/ y� N 4Y' T � No. 33322 A k S CIVIL P 9 Of CALIF ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS 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. A BY: ROGER A. MCINTOSH EXP. 6-30-18 I 33322 APPROVED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR R.C.E. 61069 EXP. 12-31-18 s-/-/ 6 DATE L DATE �G x-23-18 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: �, .s'' .,�c--./(.e__e_ ./1141 ile TRAFFIC ENGINEER REVIEWED BY: CITYdf AKERSFIELD WATER RESOURCES FOR LE E PROTECTION ONLY STOCKDALE Q 'A m v1/ N WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROVING, THE BACKFILL WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT 70 F oCS. s 2 MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PROJECT 1 A E SITE z A DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLUNG PURPOSE IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN vi f BEFORE SUCCEEDING LAYERS ARE PLACED. SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF V man F � THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. 7� _-FH; COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF �''�-� FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM o ROVING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WRHIN THE PAVEMENT ON BEING FLUSHED INTO AN EXISTING STORM DRAIN UNE @ 6t• �g'i d STREETS, THE BACKFILL W9THIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE COMPACTION. WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ¢ SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS. VEGETABLE OR INCORRECTLY 'IIT 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. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROMSIONS 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 REWIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE 7WTH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR GOUPUNGS. DURING BEDDING AND BACKRWNG CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS AS THIS WELL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -%ICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE MATERIAL' AS SPECIFIED BY ASTM 2321-8 SHALL BE USED L BACKFILL AFTER THE PIPE HAS BEEN PROPERLY LAID :FILL SHALL BE PLACED ON BOTH SIDES AND OVER THE T, AFTER THOROUGH GONSOUDATION, THE FINAL DEPTH ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL DRY OR MECHANICAL TAMPING AND THE EQUIPMENT AND IE APPROVED IN WRITING BY THE ENGINEER PRIOR TO PACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROVING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. MATTER, OR OTHER UNSATISFACTORY MATERIALS IN NO CASE SHAD. JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TESTING AND CGMPACTION, TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, 'EARTHWORK' AND SECTION 6-3, 'TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 6. SYSTEM TESTING A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. 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 CI7YS CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY FORM. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A VIDEO RECORDING SHALL BE PROVIDED IN COLOR ON DVD FORMAT, THE 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, THE DVD FORMAT RECORDING SHALL BECOME THE PROPERTY OF THE CITY. THE CONTRACTOR SHALL BE 7. STORM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65 "REINFORCED CONCRETE PIPE" OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS EXCEPT AS OTHERWISE DESGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIRED BY SECTION 65-1.06 'LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.066, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WELL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. 8. BORED/JACKED P CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED W1TH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPEUNE TO THE UNE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABIUTY OF THE SOL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/0.R FACE CLOSURE WIN SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE i:]�SII:G,UIfgNNRNIT, MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM IN DESIGN MATERIALS AND CONSTRUCTION TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S-7 AND S-& DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR 'KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. SOUTHERN CALIFORNIA GAS NOTES: A SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10' OF THE EXISTING TRANSMISSION LINE. CONTACT TAB LAGOW AT 661-763-2825 TWO WEEKS BEFORE THE PROPOSED WORK TO ALLOW AMPLE TIME TO SCHEDULE STANDBY. THE CONTRACTOR MUST ALSO GET A NEW USA TICKET AT LEAST TWO (2) DAYS PRIOR TO ANY CONSTRUCTION. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 5 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 18 IN. OF VERTCAL SEPARATION FROM THE EXISTING 24" SOUTHERN CALIFORNIA GAS CO. TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 3', OR MORE THAN 7', OF COVER IS TO BE OVER THE EXISTING TRANSMISSION UNE AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WTHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE ESS/ M A c/ y� N 4Y' T � No. 33322 A k S CIVIL P 9 Of CALIF ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS 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. A BY: ROGER A. MCINTOSH EXP. 6-30-18 I 33322 APPROVED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR R.C.E. 61069 EXP. 12-31-18 s-/-/ 6 DATE L DATE �G x-23-18 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: �, .s'' .,�c--./(.e__e_ ./1141 ile TRAFFIC ENGINEER REVIEWED BY: CITYdf AKERSFIELD WATER RESOURCES FOR LE E PROTECTION ONLY VICINITY MAP NO SCALE Know what's below. 0811 before you dig. /- 2d!21 a 7,Zl, CITY RECORDS NO: STOCKDALE R. 26 E H�[�9t 'A m v1/ N T. 30 o 0 o 5 2 PROJECT 1 A SITE z A - _Z MING AVENUE V man F � , :E.N6 ¢ 0 o /1 N 2 0 0 D0 a N S y 2 O J my r u w � � N WHITE LANE �p w m B 14 13 mm SOUTHERNI PACIFIC RAILROAD VICINITY MAP NO SCALE Know what's below. 0811 before you dig. /- 2d!21 a 7,Zl, CITY RECORDS NO: 'A m v1/ N O - _Z V , :E.N6 0 M m D0 a o 0 2 2 O J z u w � � N �p w Y m B a m o r z N it a v U LU LU Ly O 0 Z W Ky W 0 = C:) .0 Vi LU0 U � T s � CC$ � G c.i c i _ T W I f11 + IL0 �g:;p Wn $ 1 1 Q 1 1 M ® 0 1 gJ Still �'IjV F^ U www 6S IUF FD. K.C.W.A. 31/2" BRASS}h CAP MKD. LS 4258 FOR N.W. M +. .t COR. SEC. 11, 30/26 0NW Q w UVI N HHOw ZZ ril HW 1 w C] VI VI Z O 1 i. S89K4'26'E 100.47 j TRACT PROPOSED BOUNDARY ^ / `/.1``'�� INVERT TC TOP OF CURB XTC EXISTING TOP OF CURB FL FLOWIINE XFL EXISTING FLOWUNE CL CENTERUNE ELEV ELEVATION FS FINISH SURFACE XFS EXISTING FINISH SURFACE TOM TOP OF MANHOLE TP W GB GRADE BREAK EXISTING FIRE HYDRANT SS EXISTING POWER POLE EXISTING DOWN GUY 13ERRENDA MESA EXISTING ELECTRICAL METER EXISTING TRAFFIC SIGN - m�4 EXISTING BLOW -OFF ASSEMBLY EXISTING IRRIGATION VALVE OR RISER o; EXISTING TELEPHONE UNE m MATER STORAGE DISTRICT EXISTING GAS UNE EXISTING SEWER CLEANOUT �n'n wnh EXISTING STORM DRAIN MANHOLE - EXISTING EDGE OF PAVEMENT EXISTING GAS VALVE . EXISTING CHAIN LINK FENCE EXISTING PIPELINE MARKER EXISTING BARB WIRE FENCE TRACT BOUNDARY/ PROPOSED R/W Wd EXISTING TELEPHONE VAULT Z EXISTING CURB AND GUTTER : LIP 5894655E 90.19, : •FUTURE CURB & GUTTER _amd \ _N _. ..._.' FURE CURB ffi GUTTER - TOE OF SLOPE MEDIAN CURB SEX. TOE OF SLOPE TOP OF SLOPE I EX. TOE OF SLOPE 1 PROPOSED MEDIAN CURB1 � X. TOE OF SLOPE ' ' r m 2 '10..R ,1y"R 1 1 \,R . 'dpi . �Ri \ ._ lRi I . 'l2 <I4 � _ �R. �Ct. 10. i R. R. 29+00 30+00 31+OU 32+00 -. ...33400 -. .34+00 FUTURE MEDIAN TRACT BOUNDARY I ANGLE POINT CURB STA. 30+14.60 C.L.STA. 31+15.25 CL \EXISTING MEDIAN CURB CONNECT TO EXISTING 18" DRAIN - 354 m . FUTURE R STA 31+67.62 C.L. -5.00 LT. W �" .. / � m EXIST. EP.� z -`(ra d w N � Q lW HIGHGATE PARK BLVD. SEE TR 7299 STREET IMPROVEMENT PLANS 366 364 362 360 358 356 354 352 29+00 I ,1 I I I wa"OD c 1 nou.w 1 35+00. -36+00 .. / 37+00 38+00 39+00 \ 40+00 41+00 SEE LANDSCAPE PLANS BY OTHERS FORD \EXISTING MEDIAN CURB MEDIAN LANDSCAPE IMPROVEMENTS j m ;� UNIT BOUNDARY 1 I STA 38+76.98 C.L. 0.00 . /EXISTING BLOCK WALL TR 7299 UNIT 6 TR 7299 z ulUrr a MINA AVFNl1F ...42400 . 43+00.. 189 $F I� F 8 N 1 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 Ll.•1•lil'iI.11L:E9 INV INVERT TC TOP OF CURB XTC EXISTING TOP OF CURB FL FLOWIINE XFL EXISTING FLOWUNE CL CENTERUNE ELEV ELEVATION FS FINISH SURFACE XFS EXISTING FINISH SURFACE TOM TOP OF MANHOLE TP TOP OF PAVEMENT GB GRADE BREAK EXISTING FIRE HYDRANT FOUND MONUMENT AS DESCRIBED EXISTING POWER POLE EXISTING DOWN GUY EXISTING WHARF HYDRANT EXISTING ELECTRICAL METER EXISTING TRAFFIC SIGN - EXISTING STREET NAME SIGN EXISTING BLOW -OFF ASSEMBLY EXISTING IRRIGATION VALVE OR RISER EXISTING IRRIGATION STANDPIPE Q!-sR3 stq x Q EASEMENT NUMBER, SEE EASEMENT LEGEND CONSTRUCTION NOTES: OCONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2. 366 364 362 360 358 356 354 352 EASEMENT LEGEND: 0 30' WIDE PUBLIC ACCESS EASEMENT PER DOC. NO. 0206107906 O.R. ©35' WADE CITY OF BAKERSFIELD LEVEE EASEMENT PER DOC. NO. 0205174822 & 0205264430 BOTH O.R. ®EXISTING LEVEE SLOPE EASEMENT PER DOC. NO. 0205174823 DATED JUNE 7, 2005, O.R. Q5 WIDE CITY OF BAKERSFIELD 4 LEVEE EASEMENT PER NO. 0205174823 O.R. ®CITY OF BAKERSFIELD TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER DOC. NO. 0206281011 O.R. ®CITY OF BAKERSFIELD SLOPE EASEMENT PER DOC. NO. 0208082406 O.R. GAS PIPELINE LEGEND: O EXISTING 24" SO. CAL GAS H.P. PIPELINE. SEE SOUTHERN CALIFORNIA GAS NOTE ON SHEET 1 FOR SPECIAL INSTRUCTIONS REGARDING ANY CONSTRUCTION NEAR OR AROUND THE EXISTING PIPELINE. SCALE: 1" = 50' 50' 25' 0. 50' 100' i Know what's below. Cali before you dig. -. EXISTING STREET LIGHT P EXISTING STREET UGIT PULL BOX W EXISTING CABLE T.V. VAULT EXISTING WATER VALVE EXISTING TREE, DECIDUOUS, EVERGREEN, PALM, SHRUB - EXISTING HOS: BIB x SURVEY ELEVATION EXISTING WATER METER EXISTING SEWER UNE EXISTING FIRE HYDRANT EXISTING STORM DRAIN UNE EXISTING WHARF HYDRANT - EXISTING WATER UNE EXISTING BLOW -OFF ASSEMBLY EXISTING TELEPHONE UNE EXISTING SEWER MANHOLE EXISTING GAS UNE EXISTING SEWER CLEANOUT EXISTING UTILITY TRENCH EXISTING STORM DRAIN MANHOLE - EXISTING EDGE OF PAVEMENT EXISTING GAS VALVE . EXISTING CHAIN LINK FENCE EXISTING PIPELINE MARKER EXISTING BARB WIRE FENCE EXISTING TELEPHONE PEDESTAL EXISTING GROUND CONTOUR EXISTING TELEPHONE VAULT FLOWAINE EXISTING CURB AND GUTTER LIP Q!-sR3 stq x Q EASEMENT NUMBER, SEE EASEMENT LEGEND CONSTRUCTION NOTES: OCONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2. 366 364 362 360 358 356 354 352 EASEMENT LEGEND: 0 30' WIDE PUBLIC ACCESS EASEMENT PER DOC. NO. 0206107906 O.R. ©35' WADE CITY OF BAKERSFIELD LEVEE EASEMENT PER DOC. NO. 0205174822 & 0205264430 BOTH O.R. ®EXISTING LEVEE SLOPE EASEMENT PER DOC. NO. 0205174823 DATED JUNE 7, 2005, O.R. Q5 WIDE CITY OF BAKERSFIELD 4 LEVEE EASEMENT PER NO. 0205174823 O.R. ®CITY OF BAKERSFIELD TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER DOC. NO. 0206281011 O.R. ®CITY OF BAKERSFIELD SLOPE EASEMENT PER DOC. NO. 0208082406 O.R. GAS PIPELINE LEGEND: O EXISTING 24" SO. CAL GAS H.P. PIPELINE. SEE SOUTHERN CALIFORNIA GAS NOTE ON SHEET 1 FOR SPECIAL INSTRUCTIONS REGARDING ANY CONSTRUCTION NEAR OR AROUND THE EXISTING PIPELINE. SCALE: 1" = 50' 50' 25' 0. 50' 100' i Know what's below. Cali before you dig. u 0 z n n XTC EXISTING TOP OF CURB FL FLOWUNE XFL a CL CENTERLINE EIEV ELEVATION FS FINISH SURFACE )UPS EXISTING FINISH SURFACE TTMI TOP OF MANHOLE TP TOP OF PAVEMENT GB GRADE BREAK II FOUND MONUMENT AS DESCRIBED EXISTING WHARF HYDRANT U EXISTING DOWN GUY EXISTING ELECTRICAL METER EXISTING BLOW -OFF ASSEMBLY EXISTING TRAFFIC SGV ' EXISTING STREET NAME SIGN EXISTING IRRIGATION VALVE OR RISER � u rc w , EXISTING SEWER CLEANOUT rn 0 EXISTING UTILITY TRENCH EXISTING STORM DRAIN MANHOLE ,. EXISTING EDGE OF PAVEMENT o V4 EXISTING PIPELINE MARKER - - �•oN EXISTING TELEPHONE PEDESTAL MI' Z t- 1 � n a,� /- FLOWUNE EXISTING CURB AND GUTTER - UP a N Y m BERRENDA MESA p m $ f W 1 b iA J�SG•J > a� <a� WATER STORAGE DISTRICT as Baa PV �i 4d /O w^ a - - + m++ - TRACT BOUNDARY STA. 53+05.62 CL 0.00 RL + 0 ���' >d ad as y LLNN o c�azo m to to i' t 5894855°E- 2190.,9' i ZZ to r—y6 Q c H co 1 Q `FUTURE CURB & GUTTER I 1 ' �EX. TOE OF SLOPE QJ INSTALL ,'° DRAIN NODY3'OS°E 5.00' ®0.75X [^/ -. PROPOSED MEDIAN DURB I -. - -. I. REX. TOE OF SLOPE 1 1 I_N w u 0 ABBREVIATIONS INV n n XTC EXISTING TOP OF CURB FL FLOWUNE XFL EXISTING FLOWUNE CL CENTERLINE EIEV ELEVATION FS FINISH SURFACE )UPS EXISTING FINISH SURFACE TTMI TOP OF MANHOLE TP TOP OF PAVEMENT GB GRADE BREAK FOUND MONUMENT AS DESCRIBED EXISTING WHARF HYDRANT EXISTING POWER POLE EXISTING DOWN GUY EXISTING ELECTRICAL METER EXISTING BLOW -OFF ASSEMBLY EXISTING TRAFFIC SGV ' EXISTING STREET NAME SIGN EXISTING IRRIGATION VALVE OR RISER EXISTING IRRIGATION STANDPIPE EXISTING GAS UNE EXISTING SEWER CLEANOUT rn 0 EXISTING UTILITY TRENCH EXISTING STORM DRAIN MANHOLE ,. EXISTING EDGE OF PAVEMENT o V4 EXISTING PIPELINE MARKER - - �•oN EXISTING TELEPHONE PEDESTAL MI' Z t- 1 � n a,� /- FLOWUNE EXISTING CURB AND GUTTER - UP a N Y m m $ f W 1 b iA J�SG•J > a� <a� U (� as Baa PV �i 4d /O a - - - TRACT BOUNDARY STA. 53+05.62 CL 0.00 RL LL ED. 2" 1.P. TAGGED L.S. 4383 FOR N Y COR SEC. 11 30/26 S69'46'S5°E - .460.38' PROPOSED MEDIAN CURB "-FUTURE CURB & GUTTER EX. TOE OF SLOPE ' i l .0' ' I I I I ,we wpgc ueaw I I I 1/ I 1- I I. S894655E I 1347.3 44+OU UNIT BOUNDARY EXISTING 46+0 47+00 `EXISTING MEDIAN CURB 49+00 50+00 51+00 52+OU 53+09 .54+00 55+OU 56+00 57+00 58+00 d STA 45+36.98 C.L.0 STING i° MAIM . i SEE LANDSCAPE PLANS BY OTHERS FOR EXISTING MEDIAN CURB ¢' - IE, L MEDIAN LANDSCAPE IMPROVEMENTS ¢ y STA 48+06.98 C.L -18.00 LL ZF E > EXISTING BLOCK WALL 111,. DC7 tz'L 7R 7299 T _ 6 '¢ z z UNIT 4 m � m'� UNIT�4 Q � MING AVENUE 366 364 362 360 358 356 354 352 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 A SECTION A _ 3 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 LEGEND: INVERT ABBREVIATIONS INV TC TOP OF CURB XTC EXISTING TOP OF CURB FL FLOWUNE XFL EXISTING FLOWUNE CL CENTERLINE EIEV ELEVATION FS FINISH SURFACE )UPS EXISTING FINISH SURFACE TTMI TOP OF MANHOLE TP TOP OF PAVEMENT GB GRADE BREAK FOUND MONUMENT AS DESCRIBED EXISTING WHARF HYDRANT EXISTING POWER POLE EXISTING DOWN GUY EXISTING ELECTRICAL METER EXISTING BLOW -OFF ASSEMBLY EXISTING TRAFFIC SGV ' EXISTING STREET NAME SIGN EXISTING IRRIGATION VALVE OR RISER EXISTING IRRIGATION STANDPIPE 366 364 362 360 358 356 354 352 EASEMENT LEGEND: Q30' WIDE PUBLIC ACCESS EASEMENT PER DOC. NO. 0206107906 O.R. ©35' WIDE CITY OF BAKERSFIELD LEVEE EASEMENT PER DOC. NO. 0205174822 & 0205264430 BOTH O.R. ®EXISTING LEVEE SLOPE EASEMENT PER DOC. NO. 0205174823 DATED JUNE 7, 2005, O.R. Q5 WIDE CITY OF BAKERSFIELD 4 LEVEE EASEMENT PER NO. 0205174823 O.R. ®CITY OF BAKERSFIELD TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER DOC. NO. 0206281011 O.R. ®CITY OF BAKERSFIELD SLOPE EASEMENT PER DOC. NO. 0208082406 O.R. Al EASEMENT NUMBER, SEE EASEMENT LEGEND ( I 1 [�a. SECnON DESGATIGN- SECTION LETTER 2 SHEET MfrRE SECWON B 91OAT1 ,C. CONSTRUCTION NOTES: OCONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2 .- EXISTING STREET EIGHT = 7U D EXISTING STREET UGIT PULL BOX 25' C W EXISTING CABLE T.V. VAULT EXISTING WATER VALVE EXISTING TREE, DECIDUOUS, EVERGREEN, PALM, SHRUB DUSTING HOSE BIB SURVEY ELEVATION EXISTING WATER MERE EXISTING SEWER UNE EXISTING FIRE HYDRANT Z DUSTING STORM DRAIN UNE EXISTING WHARF HYDRANT EXISTING WATER UNE EXISTING BLOW -OFF ASSEMBLY V - EXISTING TELEPHONE UNE EXISTING SEWER MANHOLE EXISTING GAS UNE EXISTING SEWER CLEANOUT rn 0 EXISTING UTILITY TRENCH EXISTING STORM DRAIN MANHOLE ,. EXISTING EDGE OF PAVEMENT EXISTING GAS VALVE EXISTING CHAIN LINK FENCE EXISTING PIPELINE MARKER - - EXISTING BARB WERE FENCE EXISTING TELEPHONE PEDESTAL Z t- 1 EXISTING GROUND CONTOUR EXISTING TELEPHONE VAULT /- FLOWUNE EXISTING CURB AND GUTTER - UP 366 364 362 360 358 356 354 352 EASEMENT LEGEND: Q30' WIDE PUBLIC ACCESS EASEMENT PER DOC. NO. 0206107906 O.R. ©35' WIDE CITY OF BAKERSFIELD LEVEE EASEMENT PER DOC. NO. 0205174822 & 0205264430 BOTH O.R. ®EXISTING LEVEE SLOPE EASEMENT PER DOC. NO. 0205174823 DATED JUNE 7, 2005, O.R. Q5 WIDE CITY OF BAKERSFIELD 4 LEVEE EASEMENT PER NO. 0205174823 O.R. ®CITY OF BAKERSFIELD TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER DOC. NO. 0206281011 O.R. ®CITY OF BAKERSFIELD SLOPE EASEMENT PER DOC. NO. 0208082406 O.R. Al EASEMENT NUMBER, SEE EASEMENT LEGEND ( I 1 [�a. SECnON DESGATIGN- SECTION LETTER 2 SHEET MfrRE SECWON B 91OAT1 ,C. CONSTRUCTION NOTES: OCONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2 ■ • ® I Know what's below. 0811 before you dip. CITY RECORDS NO: m 0 N Z VUALt: I = 7U 50' 25' o' 50' too' ■ • ® I Know what's below. 0811 before you dip. CITY RECORDS NO: m 0 N O Z V rn 0 m 4 N OO m Z t- 1 8 a W U � N Y m m $ f W 1 b iA J�SG•J > ca3 U (� PV �i /O a 0 to to t Go i ZZ to r—y6 Q c H co Q QJ M p w y~j Q �i y Z En C� � h Z Lu M w 0 aJ -J �ry i3o ? n cV O 1 I y ZJ J tion w xn YO~ M ¢OOw� /L2� W nNi� Yj � VN UVI !A i 18Y ERAIN 24.27/0 fJ d 2_ I Vr 0 KOV �N ga y � h 0 � A. >3ERREINIDA MESA m m A. N MATER STORAGE DISTRICT N N _ SB9'46'55"E 887.36 {J 1 1 FUTURE CURB & GUTTER EX. TOE OF SLOPE \ I SEE LANDSCAPE PLANS BY OTHERS FOR (7�. MEDIAN LANDSCAPE IMPROVEMENTS 1 1 f INVERT TC TOP OF CURB � 1 z� I XFL EXISTING FLOWNNE I PROPOSED RIGHT-OF-WAY CENTERLINE ra I I (NORTH UNE OF SECTION 11)\ PROPOSED MEDIAN CURB ` A I fJ d 2_ I Vr 0 KOV �N ga y � h 0 � A. >3ERREINIDA MESA m m A. N MATER STORAGE DISTRICT N N _ SB9'46'55"E 887.36 {J 1 1 FUTURE CURB & GUTTER EX. TOE OF SLOPE \ I SEE LANDSCAPE PLANS BY OTHERS FOR (7�. MEDIAN LANDSCAPE IMPROVEMENTS 1 1 f ' 59+00 6D+00 I 61+00 62+00 63+00 W, 00 \ 65+00 _ 66+OU 67+M 66+00 Sig I `EXISRNG MEDIAN CURB . F I UNIT BOUNDARY ( m �i STA 59+4.5.62 CL 0.00 RT I I I u I � I wn' /EXISTING BLOCK WALL .. ?r3 U i- L m TR 7255 a m I UNIT 3 HOVINGHAM DRIVE SEE TR 7255 STREET MINGAVENUE IMPROVEMENT PLANS (STA. 58+50.00 C.L. TO STA. 70+09.00 C.L.) Cr AIF 1" = Rn' WnGnnMTAI 366 364 362 360 358 356 354 352 69+DD 70+00 - 71+00 EXISTING BLOCK WALL.... TR 7255 UNIT 2 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 R/W 55' 48' CL MING AVE. 48'-59' R/W 25' 12.5' 4.5' 41' 7' 1 7' 41'-52' 7' I EXIS71NG�N SLOPE 2:7 MAX. COMPACT TO 95% F MAX. Qw 2' BLOCK WALL h DENSITY PER ASTM 01557-78 _ i TO MATCH EXIST. GROUND 2% MIN. 1 FUTURE _ _ EXISTING STREET IMPROVEMENTS \ H IMPROVEMENTS \ /��-r�'4'l=`?�Ll�p�r 2% i 7 EXIST. GROUNDEyyl / EXIST EXISRNG����� TOP OJ �y GROUND MEDIAN CURB tO' EXISTING LEVEE IXISRNG EXIST SEE LANDSCAPE PLANS BY CURB & GUTTER GROUND OTHERS FOR MEDIAN EXISTING MEANDERING PROPOSED MULTI-PURPOSE TRAIL KEY EXISTING SLOPE PER MEDIAN CURB LANDSCAPE IMPROVEMENTS RECOMMENDATIOV OF SOILS ENgNEER. PER C.O.B. STD. ST -2 COMPACT TO 90% OF MAX B SECTION A DENSITY PER ASTM D1557-78 4 NTS MING AVENUE (STA. 30+14.60 C.L. TO STA. 70+09.00 C.L.) ABBREVIATIONS INV INVERT TC TOP OF CURB XTC EXISTING TOP OF CURB FL FLOWUNE XFL EXISTING FLOWNNE I PROPOSED RIGHT-OF-WAY CENTERLINE ra <F J I (NORTH UNE OF SECTION 11)\ zF� XFS EXISTING FINISH SURFACE TOM TOP OF MANHOLE TP TOP OF PAVEMENT S89'46'S5E S89'46'55",E 1669.88' GRADE BREAK EX. TOE OF SLOPE FUTURE CURB & GUTTER EXISTING POWER POLE rn 0 EXISTING DOWN GUY PROPOSED MEDIAN CURB 'ml j EXISTING ELECTRICAL METER ' 59+00 6D+00 I 61+00 62+00 63+00 W, 00 \ 65+00 _ 66+OU 67+M 66+00 Sig I `EXISRNG MEDIAN CURB . F I UNIT BOUNDARY ( m �i STA 59+4.5.62 CL 0.00 RT I I I u I � I wn' /EXISTING BLOCK WALL .. ?r3 U i- L m TR 7255 a m I UNIT 3 HOVINGHAM DRIVE SEE TR 7255 STREET MINGAVENUE IMPROVEMENT PLANS (STA. 58+50.00 C.L. TO STA. 70+09.00 C.L.) Cr AIF 1" = Rn' WnGnnMTAI 366 364 362 360 358 356 354 352 69+DD 70+00 - 71+00 EXISTING BLOCK WALL.... TR 7255 UNIT 2 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 R/W 55' 48' CL MING AVE. 48'-59' R/W 25' 12.5' 4.5' 41' 7' 1 7' 41'-52' 7' I EXIS71NG�N SLOPE 2:7 MAX. COMPACT TO 95% F MAX. Qw 2' BLOCK WALL h DENSITY PER ASTM 01557-78 _ i TO MATCH EXIST. GROUND 2% MIN. 1 FUTURE _ _ EXISTING STREET IMPROVEMENTS \ H IMPROVEMENTS \ /��-r�'4'l=`?�Ll�p�r 2% i 7 EXIST. GROUNDEyyl / EXIST EXISRNG����� TOP OJ �y GROUND MEDIAN CURB tO' EXISTING LEVEE IXISRNG EXIST SEE LANDSCAPE PLANS BY CURB & GUTTER GROUND OTHERS FOR MEDIAN EXISTING MEANDERING PROPOSED MULTI-PURPOSE TRAIL KEY EXISTING SLOPE PER MEDIAN CURB LANDSCAPE IMPROVEMENTS RECOMMENDATIOV OF SOILS ENgNEER. PER C.O.B. STD. ST -2 COMPACT TO 90% OF MAX B SECTION A DENSITY PER ASTM D1557-78 4 NTS MING AVENUE (STA. 30+14.60 C.L. TO STA. 70+09.00 C.L.) ABBREVIATIONS INV INVERT TC TOP OF CURB XTC EXISTING TOP OF CURB FL FLOWUNE XFL EXISTING FLOWNNE CL CENTERLINE ELEV ELEVATION FS FINISH SURFACE XFS EXISTING FINISH SURFACE TOM TOP OF MANHOLE TP TOP OF PAVEMENT GB GRADE BREAK FOUND MONUMENT AS DESCRIBED x EXISTING POWER POLE rn 0 EXISTING DOWN GUY EXISTING WATER METER EXISTING ELECTRICAL METER EXISTING SEWER UNE EXISTING TRAFFlC SIGN SHEET WHERE SECTION IS SHOWN 2 EXISTING STREET NAME SIGN � EXISTING IRRIGATION VALVE OR RISER a EXISTING IRRIGATION STANDPIPE NT 366 364 362 360 358 356 354 352 71+00 LID TO BE 1/4" STEEL PL FASTENED TO CMP WITH 3/8' RIVETS, SPOT WELD, OR TACK WELD AT 1/8 POINTS OR BETTER. CMP RISER OUTLET DETAIL SCALE NONE EASEMENT LEGEND: Q30' WIDE PUBLIC ACCESS EASEMENT PER DOC. NO. 0206107906 O.R. ©35' WIDE CITY OF BAKERSFIELD LEVEE EASEMENT PER DOC. NO. 0205174822 & 0205264430 BOTH O.R. ®EXISTING LEVEE SLOPE EASEMENT PER DOC. NO. 0205174823 DATED JUNE 7, 2005, O.R. 0 5' WIDE CITY OF BAKERSFIELD 4 LEVEE EASEMENT PER NO. 0205174823 O.R. ®CITY OF BAKERSFIELD TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER DOC. NO. 0206281011 O.R. ®CITY OF BAKERSFIELD SLOPE EASEMENT PER DOC. NO. 0208082406 O.R. (� SECTION C 4 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL o nve-nor v-v.nro D SECTION D 4 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL SCALE: 1" = 50' 50' 25' O' 50' 100' L ,2a -Y4 } • Know what's below. 0811 before you dig. 0 r O VFW EXISTING STREET UGHT Q EASEMENT NUMBER, SEE EASEMENT LEGEND o EXISTING STREET UGHT PULL BOX z W EASING CABLE T.V. VAULT SECTION DESIGNATION: EXISTING WATER VALVE EXISTING TREE DEgWWS, SECTION LETTER EVERGREEN. PALM, SHRUB EXISTING HOSE BIB x SURVEY ELEVATION rn 0 A - - — EXISTING WATER METER M EXISTING SEWER UNE m SHEET WHERE SECTION IS SHOWN 2 EXISTING FIRE HYDRANT � EXISTING STORM DRAIN UNE a EXISTING WHARF HYDRANT 8 EXISTING WATER LINE W U M CONSTRUCTION NOTES: EXISTING BLOW -OFF ASSEMBLY W IO EXISTING TELEPHONE UNE O N W m Y Q � CONSTRUCT TYPE "M" MEDIAN CURB NTH EXISTING SEWER MANHOLE EXISTING GAS UNE O 10' REVEAL PER C.O.B. SID. ST -2. EXISTING SEWER CLEANOUT EXISTING UTIUTY TRENCH EXISTING STORM DRAIN MANHOLE EXISTING EDGE OF PAVEMENT EXISTING GAS VALVE .. ..EXISTING CHAIN UNK FENCE EXISTING PIPELINE MARKER EXISTING BARB WERE FENCE Z > cai UL4� EXISTING TELEPHONE PEDESTAL EXISTING GROUND CONTOUR EXISTING TELEPHONE VAULT FLOWLINE EXISTING CURB AND GUTTER �---UP NT 366 364 362 360 358 356 354 352 71+00 LID TO BE 1/4" STEEL PL FASTENED TO CMP WITH 3/8' RIVETS, SPOT WELD, OR TACK WELD AT 1/8 POINTS OR BETTER. CMP RISER OUTLET DETAIL SCALE NONE EASEMENT LEGEND: Q30' WIDE PUBLIC ACCESS EASEMENT PER DOC. NO. 0206107906 O.R. ©35' WIDE CITY OF BAKERSFIELD LEVEE EASEMENT PER DOC. NO. 0205174822 & 0205264430 BOTH O.R. ®EXISTING LEVEE SLOPE EASEMENT PER DOC. NO. 0205174823 DATED JUNE 7, 2005, O.R. 0 5' WIDE CITY OF BAKERSFIELD 4 LEVEE EASEMENT PER NO. 0205174823 O.R. ®CITY OF BAKERSFIELD TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER DOC. NO. 0206281011 O.R. ®CITY OF BAKERSFIELD SLOPE EASEMENT PER DOC. NO. 0208082406 O.R. (� SECTION C 4 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL o nve-nor v-v.nro D SECTION D 4 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL SCALE: 1" = 50' 50' 25' O' 50' 100' L ,2a -Y4 } • Know what's below. 0811 before you dig. 0 r O VFW O z _Z V rn 0 M m rm � � O0 o a a Z W I 8 a W U M a W IO to O N W m Y Q � K 0] Z > cai UL4� 1' y�P z 0 65 i/i .-4 0 O cz Ci s u9 O 00 m LO O O b Q 1 Z W N (c� o l LU Mit2 NLL a 01