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HomeMy WebLinkAbout6.1-170112 11 10 E 8 me R 5 4 ll� '12 1 A I I B I C I D I E I F ASPHALT CONCRETE t'AVING NOTES UTILITY GENERAL NOTES • 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND 1. ALL WATER LINES 3" AND SMALLER SHALL BE SCHEDULE 80 PVC, PER ASTM D-1784 WITH 303-770-8884 TYPE 'B' (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, SOLVENT WELD FITTINGS. ALL WATER LINES 4" AND GREATER SHALL BE CLASS 200 C900 PVC. AC "ASPHALT CONCRETE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. CIVIL ENGINEER: CIVIL DESIGN STUDIO, INC. CITY OF BAKERSFIELD WASTEWATER DIVISION GTD 2. WATER MAIN AND SEWER MAIN CROSSINGS SHALL COMPLY WITH STATE AND COUNTY 2.- PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE 'A' HEALTH DEPARTMENT REGULATIONS. WATER SERVICE LINES AND SEWER LATERALS SHALL 9700 EL CAMINO REAL (MODIFIED) OR TYPE 'B' (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF NOT BE IN THE SAME TRENCH. WATER AND SEWER LINES ONSITE SHALL HAVE A TEN FOOT BCR SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS FOR INCH MAXIMUM, MEDIUM MINIMUM HORIZONTAL CLEARANCE WHENEVER POSSIBLE. WATER MAINS SHALL CLEAR 805-706-0401 GRADING. INV A MINIMUM OF ONE FOOT VERTICAL CLEARANCE OR ABOVE ALL SEWER LATERALS BY N 3. ASPHALT BINDER FOR TYPE 'A ( ' (MODIFIED) - PERFORMANCE ASPHALT CONCRETES HALL BE P6 64 10 )UNDER M SES UNDER SEW ER OR MINIMUM BY 3 MINIMUM. WHEN WATER LINE CROS , KRAZAN &ASSOCIATES, INC. GRADED ASPHALT, UNLESS OTHERWI L E DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE 'B CLEARANCE OVER SEWER IS NOT ACHIEVED, SEWER SHALL BE ENCASED IN CONCRETE 10 BW (MODIFIED) ASPHALT CONCRETE 5 ALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS EACH SIDE OF CROSSING. BAKERSFIELD, CALIFORNIA 93307 OTHERWISE DIRECTED BY THE Cl ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE NATURAL GRADE CB F "STEAM REQUIREMENTS IN THE TABLE OR " E UIREME Q - I ION 92 1.02 "GRADES",„ EA -REFINED PAVING ASPHALTS N SECT,; , 3. MINIMUM WATER LINE COVER SHALL BE 24 FOR 3 DIAMETER AND SMALLER, 36 OF m OF THE STANDARD SPECIFICATIONS. P/A COVER FOR 4" DIAMETER AND LARGER. 4. THE AMOUNT OF THE ASPHALT BI DER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE - TH C CONTRACTOR DETERMINED BY E 0 METHOD 367 USING IN ACCORDANCE WITH CALIFORNIA TESTCOMPACTION TEST OF OBTAININGS 4. THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR OB AIN CMU SAMPLES OF MATERIALS PROPOSED OR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE ALL TRENCH BACKFILL AND SUBMIT THEM TO THE CONSTRUCTION MANAGER FOR S. APPROVED BY THE CITY ENGINEER. P/L APPROVAL. ALL BACKFILL SHALL HAVE A SAND EQUIVALENT OF 30 OR BETTER. S. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING M-1 w FOR THE CITY ENGINEER'S REVIEW AN D APPROVAL: 5. WATER SERVICE, SEWER, FIRE SYSTEM AND ROOF DRAIN POINTS OF CONNECTION TO THE ECR END CURB RETURN APN: BUILDINGS SHALL BE INSTALLED BY THE BUILDING PLUMBING CONTRACTOR. v. A. A LIST OF AGGREGATE ANDASPHALT SOURCES. POINT OF CONNECTION (UTILITY) EG B. DOCUMENTATION VERIFYINIG THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK 6. MINIMUM BEARING AREA FOR THRUST BLOCKS SHALL BE ACCORDING TO THE THRUST CONFORM TO THE REQUIREMENTS 50 SECTION 39-2.02, "AGGREGATE", OF THE STANDARD BLOCK SCHEDULE SHOWN ON THESE PLANS. EP SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND 85 CUBIC YARDS EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST 7• A PIPE "DEFLECTOR' OR "REROUNDER" SHALL NOT BE USED TO REROUND OVERDEFLECTED EVC RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. PIPES. C. AN ASPHALT CONCRETE MIX LABORATORY TEST RESULTS DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE 8. ALL VALVE AND CLEANOUT COVERS TO HAVE TRAFFIC RATED VANDAL PROOF COVERS AND ESMT MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS ADJUSTED BY CONTRACTOR TO FINISH GRADE AFTER PAVING. ALL COVERS SHALL INDICATE DETERMINED BY ASTM 02041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS "S" FOR SEWER, "W" FOR WATER, AND "SD" FOR STORM DRAIN. FF OF SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA UBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE 9• UNDERGROUND STEEL UTILITIES SHOULD BE PROTECTED FROM CORROSION WITH 40 MIL FG SAME AS WHEN THE DESIGNWAS E PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. EXTRUDED POLYETHYLENE, 20 MIL PLASTIC TAPE OVER PRIMER PER AWWA STANDARD THE CONTRACTOR SHAL BEAR ALL THE COSTS ASSOCIATED WITH THE ASPHALT C209, OR HOT APPLIED COAL TAR ENAMEL OR TAPE PER AWWA STANDARD C203. FH CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE I AVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE 10. BARE STEEL APPURTENANCES SUCH AS BOLTS, JOINT HARNESSES OR FLEXIBLE COUPLINGS FL EXISTING PAVEMENT IS TO BE SAW C T IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR SHOULD BE COATED WITH A COAL TAR OR RUBBER -BASED MASTIC AFTER ASSEMBLY. TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE FOOT FROM THE EXISTING TOP OF GRATE FLG EDGE OF PAVEMENT. 11. SEWER PIPE SHOWN ON PLAN SHALL COMPLY WITH SECTION 207-16 "ABS COMPOSITE 7. A PRIME COAT WILL NOT BE RE IREO ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE „ ,,,, „ PIPE„ , 207-17 POLYVINYL CHLORIDE PLASTIC PIPE„ , 207-15 ABS SOLID WALL PIPE OR "PVC" "ABS PLACEMENT OF ASPHALT CONCRET�. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39- 4.01, 207-8 "VITRIFIED CLAY PIPE" OF THE STANDARD SPECIFICATIONS. AND SOLID "SUBGRADE", OF THE STANDARD SPECIFICATIONS SHALL BE MET. WALL PIPE" TO HAVE A STANDARD DIMENSION RATIO (SDR) OF 35 OR STRONGER 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE 12. CONTRACTOR SHALL EXPOSE ALL EXISTING WATER AND SEWER PIPELINES AT PROPOSED SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE CONNECTION POINTS TO CONFIRM MATERIAL TYPES LOCATION, AND ELEVATION PRIOR TO BEYOND THE LIMITS OF CONSTRUCTION. BEGINNING CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED1 TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY NGINEER. 13, ALL WATERLINES SHALL HAVE UNDERGROUND WARNING TAPE PLACED 12" ABOVE THE V. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. LINES IN THE TRENCH. NOWMETALIC LINES SHALL HAVE METALLIC LINED TAPE. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVE WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF 14. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR AND COORDINATE THE NECESSARY, AND COMPACTED TO Fj1:. M SMOOTH, TAPERED CONNECTIONS. RELOCATION OF ANY EXISTING UTILITIES DEEMED NECESSARY BY THE PROPOSED WHERE THE COMPACTED THICKNESOFALAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING IMPROVEMENT. OPERATIONS SHALL BE CONDUCTEDNSUCHA LENGTH OF PAVEMENT ALONG TLONGITUDINAL MANNER THAT, AT THE END OF EACH WORK SHIFT, THE DROP-OFF BETWEEN ADJACENT LANES IS NOT 15. WHENEVER IT BECOMES NECESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, THE GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING CONTRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY THE OPERATIONS. ADDITIONAL ASPHALT', CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS PROJECT ENGINEER OR THE CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE THOSE ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO IMPROVEMENTS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 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 16. PRIOR TO PLACING OF UNDERGROUND UTILITIES, THE LOCATION OF ALL UNDERGROUND REMOVAL OF THE CONFORMS WHEN PAVING OPERATION RESUME. FACILITIES ( ELECTRICAL, TELEPHONE, CABLE TV, GAS, ETC.) SHALL BE MARKED. 12. WHERE COMPACTED THICKNESS OF I A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING _ - OPERATIONS_SHALL_BE CQNDUCTEI�. T C NCRETE IS --SVCH1� MANNER THAT TH�_IA_Y�R. QF ASPHALT O CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING 17. IT SHALL BE THE CONT O PLACED ON ALL CONTIGUOUS LANESIOF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC UNDERGROUND UTILITIES (BY POTHOLING OR OTHER MEANS), CONTRACTORS SHALL TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) 800/227-2600 AT LEAST 72 HOURS PRIOR CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE TO ANY EXCAVATION TO LOCATE EXISTING UTILITIES. 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 18. CONTRACTOR SHALL OBTAIN ANY REQUIRED O.S.H.A. PERMITS PRIOR TO ANY EXCAVATIONS. PLACED UNDER THE CONFORMS T FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATION RESUME. p 19. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, 1 . ASPHALT CONCRETE SHALL BE CO PACTED TO A MINIMUM OF 92 PERCENT OF THE MAXIMUM THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. THEORETICAL DENSITY AS DETERMINED BY ATSM 0.2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TES: 375. 20. ALL SEWER PIPES SHALL BE INSTALLED AT STRAIGHT GRADES BETWEEN INVERT ELEVATIONS 1 . IF THE IN-PLACE DENSITY OF ANY L T OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER INDICATED. IN NO CASE SHALL SEWERS BE INSTALLED AT SLOPES LESS THAN THE THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT FOLLOWING: THE REQUIRED RELATIVE COMP ION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR 8" SEWER / S= 0.0033 PROCEDURES, OR BOTH, IF NEEDED, ARE TO BE ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS 6" SEWER/ S=0.0080 SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CIN ENGINEER OF THE ADJUSTMENT 4" SEWER / S=0.0100 THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIC RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEET THE IN-PLACE DENSITY 21. ALL CHANGES IN HORIZONTAL ALIGNMENT OF SEWER PIPE SHALL BE ACCOMPLISHED BY USE REQUIREMENTS. OF MANUFACTURED FITTINGS AND ELBOWS, AND WHERE ADDITIONALLY NECESSARY, PIPE 1 . IF THE TEST RESULTS FOR ANY LOT O ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS JOINT DEFLECTIONS WITHIN ALLOWABLE LIMITS PER THE PRODUCT SPECIFICATIONS. EITHER LESS THAN 90 PERCENT OR I THAT LOT SHALL BE REMOVED AND ACRE THAN 96 PERCENT THE ASPHALT CONCRETE REPRESENTED BY IEPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY 22. CLEAN OUTS SHALL BE INSTALLED ON ALL SEWER AND STORM DRAIN LINES IN ACCORDANCE REQUIREMENT. THE CORRECTIVE WORK SHALL BE ATTHE CONTRACTOR'S EXPENSE. WITH THE CALIFORNIA PLUMBING CODE. THE MINIMUM SPACING BETWEEN CLEAN OUTS SHALL BE IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE REGARDLESS IF SHOWN 13. THE FIELD DENSITY OF COMPACTED SPHALT CONCRETE SHALL BE DETERMINED BY: I WITHIN THESE PLANS. A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR , 23. ALL WET UTILITY TRENCHES, BEDDING AND BACKFILL SHALL CONFORM TO SECTION B. ASTM 01188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE 306-1.2.1 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. MAY BE SUBSTITUTED WITH PARAFFIN. SUBSTITUTION OF BEDDING MATERIAL SHALL BE APPROVED BY THE PROJECT CIVIL C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. ENGINEER. 1 . IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE 24. THE CONTRACTOR SHALL PERFORM TESTING, FLUSHING AND DISINFECTING OF SYSTEMS IN TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY ONE OF THE FOLLOWING METHODS. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE ACCORDANCE WITH THE PROJECT SPECIFICATIONS. CONTRACTOR'S EXPENSE: 25. THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS -BUILT DRAWINGS IN A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, ACCORDANCE WITH THE PROJECT SPECIFICATIONS. B. REMOVAL AND REPLACEME T, OR 26. ALL PIPE SIZE REFERENCES ARE MINIMUM INSIDE DIAMETER SIZE. HORIZONTAL DIMENSIONS C. PLACEMENT of AN ASPHAL CONCRETE OVERLAY. SHOWN ON THESE PLANS ARE TO CENTERLINE OF PIPES. 13. IF ABRASIVE GRINDING IS USED TC BRING TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING 27. NATURAL GAS SERVICE LINES MAY BE INSTALLED IN A COMMON TRENCH WITH WATERLINES AREA SO THAT THE LONGITUDINA LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. PARALLEL TO, THE NEAREST LANE LI NIE OR PAVEMENT EDGE AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM TO THE 28• DRINKING FOUNTAIN AND IRRIGATION APPURTENANCES SHOWN HEREON ARE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, APPROXIMATE AND THE CONTRACTOR SHALL REFER TO THE ARCHITECTS AND LANDSCAPE "CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL ARCHITECTS PLANS FOR THE EXACT LOCATION. FINISHED ASPHALT SURFACES ATT E CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT MULSION AS DIRECTED BY THE CITY ENGINEER. 29. THE CONTRACTOR SHALL CONSTRUCT SEWER LATERALS FROM THE LOWEST POINT OF . ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) ELEVATION (THE POINT OF CONNECTION TO THE CITY SEWER SYSTEM). CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK": BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK" ........... WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIA .OTHER RECYCLED BASES SHALLOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 0. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS TOPOGRAPHIC SURVEY NOTES STANDARD SPECIFICATION SECTIO 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF 04ATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE BASIS OF BEARINGS: FOLLOWING: THE BASIS OF BEARINGS FOR THE PROJECT.IS THE WEST LINE OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 29 SOUTH, RANGE 27 EAST, MOUNT A. WHEN ASPHALT CONCRET OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING DIABLO BASE AND MERIDIAN WAS TAKEN TO BE THE NORTH 00° 01'55 EAST PER PARCEL MAP PLANE, THE GRADING PLAN E AT ANY POINT SHAH NOT VARY MORE THAN 0.04 FOOT ABOVE OR N0. 1137, RECORDED AUGUST 17, 1973 IN BOOK 6 OF PARCEL MAPS, AT PAGE 157, KERN BELOW THE GRADE ESTABL SHED BY THE ENGINEER. COUNTY RECORDS. B. WHEN THE SUBBASE ORB SE MATERIAL (OTHER THAN ASPHALT CONCRETE IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 BENCHMARK: FOOT ABOVE OR BELOW T E GRADE ESTABLISHED BY THE ENGINEER. THE BENCHMARK FOR THE PROJECT IS A CHISELED CIRCLE ON TOP OF CURB PAINTED YELLOW, EASE SIDE OF BUCK OWENS BOULEVARD, SO'± SOUTH OF THE CENTERLINE OF ANTONIO AVENUE. ELEVATION = 402.984 (NGVD29) ATIONAL POLLUTANT DISCHARGE ELIMINATION ORIGIN OF SURVEY INFORMATION: ( THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE THE TOPOGRAPHIC INFORMATION SHOWN IN THESE DRAWINGS AND USED TO DESIGN THE „ „ LIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT (NOL) TO COMPLY WITH THE TERMS OF T DRAWINGS ! BASE O AN ALTA PREPARED BY DIXON INFORMATION SHOWN ON HESE D G S D OFF /AGSM HE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION AND ASSOCIATES, INC. LAND SURVEYING ON MARCH 10, 2014. IF DISCREPANCIES ARE CTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ENCOUNTERED DURING CONSTRUCTION THE SURVEYOR AND CONTRACTOR WILL NOTIFY THE RDER 2012-0006-DWQ) MUST BE IFiLED WITH STATE WATER RESOURCES CONTROL BOARD IN ENGINEER OF RECORD IMMEDIATELY AND PRIOR TO CONTINUING CONSTRUCTION. ACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH HE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) E PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBIC I SPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION DID) NUMBER SF15WO02031 HA BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR HIS PROJECT. A I B I C I D- -- -I E I F G J 3102 BUCK OWENS BLVD STREET IMPROVEMENTS PRIVATE ENGINEERS NOTICE TO CONTRACTOR 1. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH T E U.S. DEPARTMENT NT OF LABOR AND THE STATE OF CALIFORNIA REGULATIONS' OF HE DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS." THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. 2. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS P Y AND NOT BE LIM'. ED TO NORMAL WORKING REQUIREMENT SHALL APPLY CONTINUOUSLY HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER ANY AND ALL LIABILITY REAL R ALLEGED IN AND THE CIVIL ENGINEER HARMLESS FROM A 0 CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 3. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY . DAMAGE TO OR PROTECTION OF THESE LINES. PROJECT PARTICIPANTS AGENCY: CITY OF BAKERSFIELD ENGINEERING DEPARTMENT CITY HALL, ANNEX BUILDING ENGINEERING SUBDIVISION 1501 TRUXTON AVENUE BAKERSFIELD, CA 93301 661-326-3724 PROPERTY OWNER: LES SCHWAB TIRE CENTER 20900 COOLEY ROAD BEND, OR 97701 541-447-4136 PROJECT COORDINATOR: GALLOWAY AND COMPANY, INC. TERRA MORTENSEN ABBREVIATIONS 12 0 IN NOTE: A NOTICE OF COMPLETION FOR THIS PROJECT WILL NOT BE ISSUED BY THE CITY UNTIL THE PEDESTRIAN EASEMENT NORTH HAS RECORDED APWA AMERICAN PUBLIC WORKS FS FINISHED SURFACE ELEVATION GREENWOOD VILLAGE, CO 80111 ASSOCIATION w > O 0 z a 1-800-743-5000 303-770-8884 1. GB GRADE BREAK AC ASPHALTIC CONCRETE WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING, ACCEPTED STREET CIVIL ENGINEER: CIVIL DESIGN STUDIO, INC. CITY OF BAKERSFIELD WASTEWATER DIVISION GTD GRADE TO DRAIN BLDG BUILDING INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK 661-326-3249 9700 EL CAMINO REAL AT&T IE SEWER INVERT ELEVATION BCR BEGIN CURB RETURN PERMIT. 661-631-3473 805-706-0401 CITY OF BAKERSFIELD - INV STORM DRAIN INVERT ELEVATION BVC BEGIN VERTICAL CURVE 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY SOILS ENGINEER: KRAZAN &ASSOCIATES, INC. Lr) L/A LANDSCAPE AREA BW BOTTOM OF WALL SECTION MAY NE NOTIFIED AT: 661-326-3049 Is BAKERSFIELD, CALIFORNIA 93307 �// I.d... m Q NG NATURAL GRADE CB CATCH BASIN COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE CO M m P/A PLANTER AREA C L CENT I ERL NE SHALL BE DETERMINED BY THE CITY ENGINEER. - 4. PCC PORTLAND CEMENT CONCRETE CMU CONCRETE MASONRY UNIT SECTION 86-6.01 OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER. PROJECT INFORMATION : S. LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE P/L LI PROPERTY NE CONC CONCRETE ZONING: M-1 w PE PAD ELEVATION ECR END CURB RETURN APN: 320-100-011 v. CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD POC POINT OF CONNECTION (UTILITY) EG EXISTING GRADE GRADING INFORMATION* FOR APPROVAL 10 DAYS PRIOR TO PAVING. PS PARKING STRIPE EP EDGE OF PAVEMENT FILL QUANTITY: 85 CUBIC YARDS R/W RIGHT OF WAY EVC END VERTICAL CURVE SO STORM DRAIN ESMT EASEMENT SG SUB -GRADE ELEVATION FF FINISHED FLOOR ELEVATION SS SANITARY SEWER FG FINISHED GROUND ELEVATION TC TOP OF CURB FH FIRE HYDRANT TF TOP OF FOOTING FL FLOW LINE I TG TOP OF GRATE FLG FLANGED TW TOP OF WALL *EARTHWORK QUANTITIES ARE PROVIDED FOR PERMITTING INFORMATION ONLY. THE QUANTITIES SHOWN ABOVE ARE NOT INTENDED FOR USE BY THE CONTRACTOR WHEN ESTIMATING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO GENERATE AND(OR VERIFY EARTHWORK QUANTITIES. UTILITY INFORMATION ELECTRICITY/GAS: 5300 OTC PARK WAY, SUITE 100 CITY OF BAKERSFIELD NOTES WWW.PGE.COM GREENWOOD VILLAGE, CO 80111 661-398-5931(BAKERSFIELD) w > O 0 z a 1-800-743-5000 303-770-8884 1. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC 3725 SOUTH H STREET O BAKERSFIELD, CA 93304 WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING, ACCEPTED STREET CIVIL ENGINEER: CIVIL DESIGN STUDIO, INC. CITY OF BAKERSFIELD WASTEWATER DIVISION RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED 6901 McCUTCHEN ROAD ROBERT WINSLOW, P.E., QSD BAKERSFIELD, CA 93313 INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK 661-326-3249 9700 EL CAMINO REAL AT&T PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE 4180 TRUXTUN AVENUE ATASCADERO, CA 93422 BAKERSFIELD, CA 93309 PERMIT. 661-631-3473 805-706-0401 CITY OF BAKERSFIELD - M SOLID WASTE DIVISION . 2. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY SOILS ENGINEER: KRAZAN &ASSOCIATES, INC. Lr) CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE Q 2205 COY AVENUE G e SECTION MAY NE NOTIFIED AT: 661-326-3049 Is BAKERSFIELD, CALIFORNIA 93307 �// I.d... m Q m W 661-837-9200 3. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE CO M m DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS 0 0 SHALL BE DETERMINED BY THE CITY ENGINEER. - 4. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS U SECTION 86-6.01 OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER. PROJECT INFORMATION : S. LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE O Lu W DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2%. ZONING: M-1 w Q 6. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT APN: 320-100-011 v. CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD z CL C) CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY GRADING INFORMATION* FOR APPROVAL 10 DAYS PRIOR TO PAVING. CUT QUANTITY: 80 CUBIC YARDS FILL QUANTITY: 85 CUBIC YARDS NET CUT/FILL: 5 CUBIC YARDS (IMPORT) *EARTHWORK QUANTITIES ARE PROVIDED FOR PERMITTING INFORMATION ONLY. THE QUANTITIES SHOWN ABOVE ARE NOT INTENDED FOR USE BY THE CONTRACTOR WHEN ESTIMATING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO GENERATE AND(OR VERIFY EARTHWORK QUANTITIES. UTILITY INFORMATION ELECTRICITY/GAS: PACIFIC GAS AND ELECTRIC Ln WWW.PGE.COM z 661-398-5931(BAKERSFIELD) w > O 0 z a 1-800-743-5000 WATER: CALIFORNIA WATER SERVICE COMPANY �: 3725 SOUTH H STREET O BAKERSFIELD, CA 93304 661-837-7200 SEWER: CITY OF BAKERSFIELD WASTEWATER DIVISION 6901 McCUTCHEN ROAD w BAKERSFIELD, CA 93313 � 661-326-3249 TELEPHONE: AT&T 5� 4180 TRUXTUN AVENUE = BAKERSFIELD, CA 93309 WCC 661-631-3473 TRASH SERVICE: CITY OF BAKERSFIELD - M SOLID WASTE DIVISION . 661-326-3114 ACCESSIBILITY NOTICE TO CONTRACTOR 1. ALL SLOPES IN DIRECTION OF TRAVEL SHOWN ON THIS PLAN WERE DESIGNED AT OR BELOW MAXIMUM ALLOWED GRADES BY THE AMERICANS WITH DISABILITIES ACT ACCESS GUIDE (ADAAG), AND THE CALIFORNIA BUILDING CODE (CBC) IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO FAMILIARIZE THEMSELVES WITH THE ADAAG AND CBCAND IN THE EVENT THAT A DESIGN QUESTION SHOULD ARISE, OR A FIELD CONDITION PRESENT ITSELF THAT IS DIFFERENT THAN SHOWN ON THESE PLANS, WORK SHOULD CEASE AND THE DESIGN ENGINEER SHALL BE NOTIFIED SO THAT AN ACCEPTABLE SOLUTION CAN BE DETERMINED. 2. THE CONTRACTOR IS ADVISED TO CAREFULLY CHECK ALL PHASES OF WORK RELATING TO ADAAG AND CBC ACCESS FOR THIS PROJECT. SINCE THE CODE DOES NOT ALLOW FOR A CONSTRUCTION TOLERANCE, ANY CONSTRUCTION THAT EXCEEDS MAXIMUM OR MINIMUM DIMENSIONS AND SLOPES AS CALLED OUT BY ADAAG AND CBC ARE SUBJECT TO REJECTION BY THE INSPECTOR AND MAY BE REQUIRED TO BE REMOVED AND REPLACED, 3. SINCE THE CIVIL ENGINEER OR SURVEYOR CANNOT CONTRbC THE EXACT METHODS OR MEANS USED BY THE GENERAL CONTRACTOR OR THEIR SUB -CONTRACTORS DURING THE GRADING AND CONSTRUCTION OF THE PROJECT, THE CIVIL ENGINEER OR SURVEYOR ASSUMES NO RESPONSIBILITY FOR THE FINAL ACCEPTANCE OF ADAAG AND CBC RELATED ITEMS OF THIS PROJECT BY THE INSPECTING AUTHORITY OR OTHER AFFECTED PARTIES. 4. COMPLIANCE WITH THE ADAAG AND CBC CONSTRUCTION REQUIREMENTS AND CALIFORNIA TITLE 24 WILL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND HIS SUB -CONTRACTORS. G H DIAL TOLL FREE 811 OR (1-800-227-2600) AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF CALIFORNIA SHEET LIST TABLE SHEET # SHEET TITLE 1 TITLE SHEET 2 ROAD PLAN AND PROFILE DETAIL SHEET J K LEGEND [= Co: N r 11 �- a �, N 11 11#CITY OF BAKER _,... ����� SEISED �, y. s y y , � r -, a , r a ....' 'k ..a.` - u S. g'4<4, i :. 5 < .;, a ,. `L::. i ra. 1s -,f'' � 11 k.. ( �. r- :: R'16,, �rItA$1, �, �.> may} 5: r s �" . s xas .: r :... ; ;& = Y r . :�_ , ate`... - x r 3 c «. N e::`>=- :. - ., F , �< Y Y ,5 3 ll, X. v ` S: , , Vv , ;, §z `cad ° 3G k ; <a , - ,. .A . 4 3 .,..=,k r'" - `` '"trey %"� ,, I 1- "Al �; a L r . r , -: 9 �t � rx ` x ..x t`� p �t rid x , _- { € � f �' ,;� a�; x z t ssi3 � ��e :` u.k �. xsv'' " e Y= _ i , 311 S 7 'i af3'�$If;.AYS� a �`?;. r .. . sS,„ p..." & a� a} x �. ', aZ � - VICINITY MAP NOT TO SCALE ENGINEER'S STATEMENT" 1. THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. 2. 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. 3. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS 4. NOTE TO STAMP AN "S" INTO CURB FACE OVER EACH SEWER LATERAL 5. STREETLIGHT LUMINAIRES ARE TO BE LED ASPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER. 6. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE; DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. A. ,1/' / , '1� 4�4_ �'� JULY 15, 2015 APPROVED BY: MONTE R. SOTO DATE R.C.E. # 74,736 EXP. DECEMBER 31, 2015 A +v ,,�,�,lt,fizIt, APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. # 1 61,069 EXP. I DECEMBER 31, 2016 i %4 ....... J -�.� -- D`�.� ,7"7 7 ZD 15 REVIEWED BY: ASST. PUBLIC WORKS DIRECTOR 7211-1 1 REVIEWED BY: TRAFFIC. ENGINEER I DATE / 2 / /5 DATE ��-••- SO - STORM DRAIN LINE .1 INDICATES PROPOSED CUT SS SANITARY SEWER LINE -L 2_ SLOPE AND MAXIMUM GRADE SFM SEWER FORCE MAIN INDICATES PROPOSED FILL ••• WL WATER LINE 2.1 - SLOPE AND MAXIMUM GRADE ---- •• G GAS LINE (388.50) INDICATES EXISTING ELEVATION • ° E EXISTING ELECTRIC LINE -l••• --o.. FLOWLINE •- .. EXISTING FLOWLINE X.XX.X� INDICATES FINISH SURFACE GRADE DAYLIGHT LINE S=0.01 _ INDICATES PIPE SLOPE ••••_•_••»"_____•«»»_»•»»= EXISTING MAJOR CONTOUR .<.....<..........,.< ........................... ....... EXISTING MINOR CONTOUR INDICATE SAC PAVEMENT RETAINING WALL INDICATES PCC SURFACING - - PROPERTY LINE I (PLAN VIEW) STREET CENTERLINE EXISTING BUILDING 6.I -Im L I M I N I 0 COB RECORDS No. 1-_ a \ E V U si �$ 61 _% d B 0 0 M I I °a F3 " a0 m� 10 a coo � V) Ln , z w > O 0 z a r-1 Z �: 0 z s (D 0 O 0 ,ii z O V) t/) w z � W Q 5� Ln = cri WCC ` W tn M Lu m Ln rf Z Lr) 75 Q W G e �:e N WU L Is I- �// I.d... m Q m W P: � m F-- W0 N CO M m 0 0 ii � W U V) a V) O Lu W w J w Q z v. 0 z CL C) ,n v � V) z w > O 0 z a W �: 0 z s (D 0 0 ,ii z O V) i w z � W m= i O WCC w -' m W W Q Lu m T I= Z Lr) os- WW _j W -I VoLL W G e �:e N WU L I- �// I.d... m Q W P: � m F-- W0 N CO M �/_ v I M U V) V) W J � g w > O 0 z a 0 z s (D 0 ,ii z O V) w 0 0 Q w az 1. PA 106 No. _____ll SHEET 3 OF X SHEETS. 0 12 11 10 0 B 420 410 C LJ E F It I J 17+00 18+00 420 410 400 19+00 N N 8 ' N ^ In ^ + Ln H N RIGHT OF WAY 53 EXISTING CURB ...................... c AND GUTTER ROSEDALE ---SS S SS SS So —ss —3s —SSSS SS SJ R HIGHWAY 51 SSMH m SS SS SS ; S CENTERLINE 404.67 RIM 7 397.07 IE IN 22 � `�° "�' ' , --�. .�EXISTING SSUH BUCK O W E N S BOULEVARD��...,�.--.,. 397. TT'!� x(405) --�~ ; 434 50 1EE 396.94 IE OUT m 1623'± BUCK OWENS 16+00 BOULEVARD 0+0�0� — — _ �• _ _ 01'55 — ' C€ _ 3 19+00 17+00 N00° "E 18+00 NTERLINE - - - _ — - - -- - - - - - SAWCUT L NE z — — --'r— — �— — p_ �— — 00 N K 22 54 PRIVATE EWER LINE b p b w q"o i d 01 3 ,on rl LL ' M c 6� EXISTING CURB, \ GUTTER, AND(405) mw.. 22 :•« Po.. 22 SAWCUT INE N O 21 ` '° n EXISTING CURB, SIDEWALK MEXIST 2S �' a i�. ,— n 1 1,,, 25 �_23 24 21 SAWCUT LINE � GUTTER, AND SIDEWALK 61 ... WL wL lL: �;.. ... WL ..o ?j VtfL' YVL .k fly— H AHO----MATCH EXIST 26 _ ONSITE RIGHT OF WAY( o _ 71 ^ CA:SS POC M 73 7.5'X 15' SEWER EASEMENT -o 0 397.32 IE M z m o m ac mac mac DOC# 000215020163 + '^— ^ '" "' °i en 7.5' X 15' SEWER EASEMENT � ^ � � nii g � ,��*, � � a N � m � . .� m _Xr DOC# 000215020163 m m o w N m ; o z w N m m oo v a 74 '^ y In y cn .1 m a 11 5 PROPERTY LINE ^ o u o ^ o uj; NOTE: a u aa " u B ONSITE SEWER SYSTEM a o o+ CONSTRUCTED PER SEPARATE PRIVATE IMPROVEMENT PLANS. I I 1 4 SCALE: 1" = 20' 20 15 10 0 20 A I B 40 PROPERTY LINE (- 80 00' - 1 RIGHT OF WAY 40.00' 40.00' PUBLIC ROAD EASEMENT 5.36' 34.64' 33.50' 6.50' DEWALK 29.00' 2SI ' SAWCUT MIN 1 BUCK OWENS EXISTING BOULEVARD MATCH 26 EXISTING CURB A C PAVING CENTERLINE EXIST - AND GUTTER r m ,. VARIES 2%P .. TY O Sp _ Zmzm"". s: e. r: =,'z^• ,: „ �� _ .1j , p 22 22 25 PER PLAN PER PLAN 21 ROAD SECTION Al STATION 16+20.87 TO 18+87.91 C I D E SCALE: NTS NOTE: A NOTICE OF COMPLETION FOR THIS PROJECT WILL NOT BE ISSUED BY THE CITY UNTIL THE PEDESTRIAN EASEMENT NORTH HAS RECORDED K L M NI 0 P CONSTRUCTION NOTES 21 PATCH PAVEMENT PER CITY OF BAKERSFIELD STANDARD S-6. MINIMUM PAVEMENT PATCH SHALL BE 2'. 22 GRIND AND OVERLAY 0.20' OF EXISTING PAVEMENT 23 CONSTRUCT 6.5" P.C.C. (520-C-2500) OVER 6.0" CLASS 2 BASE PER SOILS REPORT. REBAR REINFORCEMENT SHALL BE #4 @ 18" O.C. NATIVE SUBGRADE SCARIFIED TO A MINIMUM OF 12" AND COMPACTED TO 90% RELATIVE COMPACTION PER SOILS REPORT 24 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF BAKERSFIELD STANDARD ST-?. SAWCUT PAVEMENT, CURB, GUTTER, SIDEWALK AND REPLACE ASPHALT PER CITY OF BAKERSFIELD STANDARD S-25 25 CONSTRUCT 6" CONCRETE CURB AND 24" GUTTER (TYPE "B") PER CITY OF BAKERSFIELD STANDARD S-1 26 CONSTRUCT CONCRETE SIDEWALK PER CITY OF BAKERSFIELD STANDARD S-3 NOTES 27 TO 50 NOT USED 51 EXISTING 8" SANITARY SEWER LINE - PROTECT IN PLACE 52 EXISTING SANITARY SEWER MANHOLE - PROTECT IN PLACE 53 FURNISH AND INSTALL SANITARY SEWER MANHOLE PER CITY OF BAKERSFIELD STANDARD S-7 54 FURNISH AND INSTALL 8" PRIVATE PVC SDR 35 SANITARY SEWER LINE @ 0.35% MINIMUM. BACKFILL TRENCH IN RIGHT OF WAY PER CITY OF BAKERSFIELD STANDARD ST -22. CAP THE STUBBED END NOTES 55 TO 60 NOT USED 61 EXISTING 12" WATER LINE - PROTECT IN PLACE NOTES 62 TO 70 NOT USED 71 EXISTING OVERHEAD ELECTRICAL LINE - PROTECT IN PLACE 72 EXISTING ELECTRICAL POLE - PROTECT IN PLACE 73 EXISTING ELECTRICAL POLE/LIGHT - REMOVE PER PG&E HANDOUT PACKAGE 74 FURNISH AND INSTALL STREET LIGHT PER CITY OF BAKERSFIELD STANDARD S-31. STREET LIGHT REGISTRATION NUMBER IS 22344 LEGEND 0 RIGHT OF WAY AC PAVING (CONSTRUCTION NOTE #21) AC PAVING - GRIND AND OVERLAY (CONSTRUCTION NOTE #22) CONCRETE DRIVEWAY (CONSTRUCTION NOTE #23) CONCRETE SIDEWALK (CONSTRUCTION NOTE #26) F G H I J K L M N _(p .i 1701 O COB, RECORDS No. Ln 0 N z Lr' -4 w N Fes- 3 U. zZ) 0A O Ll.i CUM 1= Lr) Q w o a- w cn J LL z O � Q d z 0 m m z w a CL z � g a 3 0 cc a O m V) j a > ° a a ti i a 0 �a o N c o rnI A) 'o a 0 " c 2 a� 3 .a .. M 0 U 1 o Y L - . J SCALE: 1" = 20' 20 15 10 0 20 A I B 40 PROPERTY LINE (- 80 00' - 1 RIGHT OF WAY 40.00' 40.00' PUBLIC ROAD EASEMENT 5.36' 34.64' 33.50' 6.50' DEWALK 29.00' 2SI ' SAWCUT MIN 1 BUCK OWENS EXISTING BOULEVARD MATCH 26 EXISTING CURB A C PAVING CENTERLINE EXIST - AND GUTTER r m ,. VARIES 2%P .. TY O Sp _ Zmzm"". s: e. r: =,'z^• ,: „ �� _ .1j , p 22 22 25 PER PLAN PER PLAN 21 ROAD SECTION Al STATION 16+20.87 TO 18+87.91 C I D E SCALE: NTS NOTE: A NOTICE OF COMPLETION FOR THIS PROJECT WILL NOT BE ISSUED BY THE CITY UNTIL THE PEDESTRIAN EASEMENT NORTH HAS RECORDED K L M NI 0 P CONSTRUCTION NOTES 21 PATCH PAVEMENT PER CITY OF BAKERSFIELD STANDARD S-6. MINIMUM PAVEMENT PATCH SHALL BE 2'. 22 GRIND AND OVERLAY 0.20' OF EXISTING PAVEMENT 23 CONSTRUCT 6.5" P.C.C. (520-C-2500) OVER 6.0" CLASS 2 BASE PER SOILS REPORT. REBAR REINFORCEMENT SHALL BE #4 @ 18" O.C. NATIVE SUBGRADE SCARIFIED TO A MINIMUM OF 12" AND COMPACTED TO 90% RELATIVE COMPACTION PER SOILS REPORT 24 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF BAKERSFIELD STANDARD ST-?. SAWCUT PAVEMENT, CURB, GUTTER, SIDEWALK AND REPLACE ASPHALT PER CITY OF BAKERSFIELD STANDARD S-25 25 CONSTRUCT 6" CONCRETE CURB AND 24" GUTTER (TYPE "B") PER CITY OF BAKERSFIELD STANDARD S-1 26 CONSTRUCT CONCRETE SIDEWALK PER CITY OF BAKERSFIELD STANDARD S-3 NOTES 27 TO 50 NOT USED 51 EXISTING 8" SANITARY SEWER LINE - PROTECT IN PLACE 52 EXISTING SANITARY SEWER MANHOLE - PROTECT IN PLACE 53 FURNISH AND INSTALL SANITARY SEWER MANHOLE PER CITY OF BAKERSFIELD STANDARD S-7 54 FURNISH AND INSTALL 8" PRIVATE PVC SDR 35 SANITARY SEWER LINE @ 0.35% MINIMUM. BACKFILL TRENCH IN RIGHT OF WAY PER CITY OF BAKERSFIELD STANDARD ST -22. CAP THE STUBBED END NOTES 55 TO 60 NOT USED 61 EXISTING 12" WATER LINE - PROTECT IN PLACE NOTES 62 TO 70 NOT USED 71 EXISTING OVERHEAD ELECTRICAL LINE - PROTECT IN PLACE 72 EXISTING ELECTRICAL POLE - PROTECT IN PLACE 73 EXISTING ELECTRICAL POLE/LIGHT - REMOVE PER PG&E HANDOUT PACKAGE 74 FURNISH AND INSTALL STREET LIGHT PER CITY OF BAKERSFIELD STANDARD S-31. STREET LIGHT REGISTRATION NUMBER IS 22344 LEGEND 0 RIGHT OF WAY AC PAVING (CONSTRUCTION NOTE #21) AC PAVING - GRIND AND OVERLAY (CONSTRUCTION NOTE #22) CONCRETE DRIVEWAY (CONSTRUCTION NOTE #23) CONCRETE SIDEWALK (CONSTRUCTION NOTE #26) F G H I J K L M N _(p .i 1701 O COB, RECORDS No. a z LLJ O 0 z a 0 z z C7 0 z a z o O a W az PA JOB No. SHEET 2 OF SHEETS V) z � z O w N Fes- U. zZ) O O Ll.i CUM 1= Lr) Q w o a- cn m Q z zz Lu � Q VoV z m m =)Y w E—. cq 00 CL � Q 0 cc U V) m V) j o > ° J a ti a o N o a z LLJ O 0 z a 0 z z C7 0 z a z o O a W az PA JOB No. SHEET 2 OF SHEETS V) z LL1 O w U Fes- U. zZ) O O Ll.i CUM 1= S G Q w o a- uio Q z zz Lu LLQ 3: w VoV z =)Y w E—. cq 00 CL � Q 0 cc U V) V) Lu J a z LLJ O 0 z a 0 z z C7 0 z a z o O a W az PA JOB No. SHEET 2 OF SHEETS 12 11 10 r1 7 11 5 4 A© ;11 A B C E F 4'ter• 10' AM ---� 29 RWEE � �i�• arm I �' 60'x 6.0' -/taWO EWW _,T( 2' tire, bafbm of amrctste 2 - p rate ke/ wti#h d dl+w+ar 2- *PM battan of 4txxxete MRS SECTION A A -AA E M 6- 40 add ffxWids abd calibm to fon gtokwir seown; Of of soMd Stafdrdo S rtswmnt golotowd---iaiBaR 2 A serol Shelf P&70 bound by NM of 7. tone of TAN r dile wino t is owl dosser by Bokss" fh k soft 0eparbaant arae arxaapaay p of the l5tf 6►paMr d rat* A*h fes all a COO** mild be bootrW WkW* ad b4sa 94- > S1tDFoet aid be casrhama'tod bw to gime* and o pplrt bnlsm tisiftl hrnrdhlNy oAter a d scot, aAcblaa and owpotd b la f of atmeia w dy o fele � xnrbatea did Jv cl o mmt co =lam ar�tapsihsmh�d by ASAI 0-+557 to a dq* of �, = to Aha br dr 4EX&OW, III 1 elb'r awalk a' d bt ,bot OdoNt off 6* ari►9 asgpoesrd Mbrs aaeoeKabtr OtatrAY or sd �d snndf m as AumAWAd i edb a Nolitis 5t A mMom of Zr of Ai b*W are, slat smIlemliIie aiw- ii swWI a bass or char SAW am;& MW be tt PAW a mW me Ttallk Stwdad t--Aq at a slimmed by the My bow. aimcbd b to alp Etr at* kh"" s sad aanyoeth» ....'rmof 6s the mm far arty Hl !b dew gpoadr coaetraMkte &pKsdtbd abbit a or di foam 4l 6bftrede kr rile tRAtaafi slidapekem b Nee N. Ab ptrtioa d the aft ggpt,ed r 71i is to be a ad*wt tAgmielmanbr of We Ste daV *a6dipaliffm TM r ►' w1or iR01'aa a the Oxy ftrgitaa aemnstttGow f^lrtml ta$&W of tb0 s m0mtr famed be 12 A/ dile gpraadr Akast6rM are atliect M ageoTd by NM at Mast 463 A/aL)d tArwste sbd ml1ah not 01I EAj—.. aalffrilot tAdtse pear glipf" le obtaad him ft1S F sbn ifphh deal be essshvcasd alt A bell+ VdIa o% oil 'Ad llbabned pbt jjp6irto 2.0' dsmp A Aafhw Mems steal be melasma as 6*Nap pAatxd sAah' be Abad of to' mmdmcm htarfats and ae erre to NM emasft said ata feet be Ass Bans 1.5' doetmd by tees aty Fityifaa. thiat dlr babg =*cad Fm w and smbpailr sbd be Amend mbar+ hlmoafehofy pbr to p amt of a aaorafa S Total mminfm of NW6 dfwmry lam mfrs" not &Dowd 6W of ro M.0 prWaly kwhw DAW- pay n or I 1 0 pile abal be 6* Mailow ,N4:li �wl� c` 1�7 ii' DESiGN STUDY NOT FOR USE ,ts,.- FYI7Y111E7 ST+ME 77 STANDARD COMMERCIAL DRIVE'"' TYPE "B" APPROACH WITH COMBINATION SIDEWALK T ApVep,g f11Mr 1D: it' - ON IT CgEN6ltit' II OF B FM AMIIIAts Aro CUUrrales CALFORNIh ST-? (8' AwA w aim) are tamillBtPI mix IAaRftS a04uZ1EwT poelmt t GENERAL NOTES: n An wok shell Corti to the oPPI,cabfe sections of the stecihcii ions entitled "Standard Specifications. State of .^.alitame. Business and Transportotion Agency. Department of iransporlotw , , current ed:han, TrAA„-s_:'-�y" «�- tr ��•iI t and these special prorrsms. � rte' ,�" Luminoire shelf be cobra head type, high pressure sodium vapor with » " IT Type IV photoelectric c fl and a boeosl which provides 55 volts t0 s[� p. A } .T.;. .. OF the bulb A Type IV refractor shelf be used at intersections, and a TYPE*e ROLL -TO GUTTER a ae'A%WAL A4lTE.5' . All work shall wifffrrm to the app! cable �Ctitarm 4# Type t"t„s few garret rl permrfsd calf+ hAOM� t,p�tt {i YattatHr =Qr7S379 .atAbis;ior4 iAital fact ViyltatMr = t3.iT3' Lwhria yawl! per' instar foal on rtwpr streets and 70 watts (580) lumen) on local streets CURB AND ts^t1TTE CURB AND GUTTER I TYPE `40 TYPE few Standards for Type 15 lighting standard with 6• most om. Concrete rbr Tram 9a; '� sbaW'a4• her IV araob ' or aluminum odes may also be used. Submit specifications for A B C E F 4'ter• 10' AM ---� 29 RWEE � �i�• arm I �' 60'x 6.0' -/taWO EWW _,T( 2' tire, bafbm of amrctste 2 - p rate ke/ wti#h d dl+w+ar 2- *PM battan of 4txxxete MRS SECTION A A -AA E M 6- 40 add ffxWids abd calibm to fon gtokwir seown; Of of soMd Stafdrdo S rtswmnt golotowd---iaiBaR 2 A serol Shelf P&70 bound by NM of 7. tone of TAN r dile wino t is owl dosser by Bokss" fh k soft 0eparbaant arae arxaapaay p of the l5tf 6►paMr d rat* A*h fes all a COO** mild be bootrW WkW* ad b4sa 94- > S1tDFoet aid be casrhama'tod bw to gime* and o pplrt bnlsm tisiftl hrnrdhlNy oAter a d scot, aAcblaa and owpotd b la f of atmeia w dy o fele � xnrbatea did Jv cl o mmt co =lam ar�tapsihsmh�d by ASAI 0-+557 to a dq* of �, = to Aha br dr 4EX&OW, III 1 elb'r awalk a' d bt ,bot OdoNt off 6* ari►9 asgpoesrd Mbrs aaeoeKabtr OtatrAY or sd �d snndf m as AumAWAd i edb a Nolitis 5t A mMom of Zr of Ai b*W are, slat smIlemliIie aiw- ii swWI a bass or char SAW am;& MW be tt PAW a mW me Ttallk Stwdad t--Aq at a slimmed by the My bow. aimcbd b to alp Etr at* kh"" s sad aanyoeth» ....'rmof 6s the mm far arty Hl !b dew gpoadr coaetraMkte &pKsdtbd abbit a or di foam 4l 6bftrede kr rile tRAtaafi slidapekem b Nee N. Ab ptrtioa d the aft ggpt,ed r 71i is to be a ad*wt tAgmielmanbr of We Ste daV *a6dipaliffm TM r ►' w1or iR01'aa a the Oxy ftrgitaa aemnstttGow f^lrtml ta$&W of tb0 s m0mtr famed be 12 A/ dile gpraadr Akast6rM are atliect M ageoTd by NM at Mast 463 A/aL)d tArwste sbd ml1ah not 01I EAj—.. aalffrilot tAdtse pear glipf" le obtaad him ft1S F sbn ifphh deal be essshvcasd alt A bell+ VdIa o% oil 'Ad llbabned pbt jjp6irto 2.0' dsmp A Aafhw Mems steal be melasma as 6*Nap pAatxd sAah' be Abad of to' mmdmcm htarfats and ae erre to NM emasft said ata feet be Ass Bans 1.5' doetmd by tees aty Fityifaa. thiat dlr babg =*cad Fm w and smbpailr sbd be Amend mbar+ hlmoafehofy pbr to p amt of a aaorafa S Total mminfm of NW6 dfwmry lam mfrs" not &Dowd 6W of ro M.0 prWaly kwhw DAW- pay n or I 1 0 pile abal be 6* Mailow ,N4:li �wl� c` 1�7 ii' DESiGN STUDY NOT FOR USE ,ts,.- FYI7Y111E7 ST+ME 77 STANDARD COMMERCIAL DRIVE'"' TYPE "B" APPROACH WITH COMBINATION SIDEWALK T ApVep,g f11Mr 1D: it' - ON IT CgEN6ltit' II OF B FM AMIIIAts Aro CUUrrales CALFORNIh ST-? (8' AwA w aim) are tamillBtPI mix IAaRftS a04uZ1EwT poelmt ' ` EAtIllil,Q '��X.X�'k''i,�i..r„',�:n2`s•;:��kis'�",'y.'•,;'�} �e GENERAL NOTES: n An wok shell Corti to the oPPI,cabfe sections of the stecihcii ions entitled "Standard Specifications. State of .^.alitame. Business and Transportotion Agency. Department of iransporlotw , , current ed:han, f""""� WATER MAIN r I and these special prorrsms. lhtsm,0,0 `,52f Caaftrcc ynitd per j k4w r6af Luminoire shelf be cobra head type, high pressure sodium vapor with » 1•blMrtd = aW.aex mbv yartf Far k9ilre that Type IV photoelectric c fl and a boeosl which provides 55 volts t0 UR8 AND WrTER j A5 - 6t5 t,5' (A 45w) the bulb A Type IV refractor shelf be used at intersections, and a TYPE*e ROLL -TO GUTTER a ae'A%WAL A4lTE.5' . All work shall wifffrrm to the app! cable �Ctitarm 4# Type t"t„s few garret rl permrfsd calf+ hAOM� t,p�tt {i the "Standard Specifirationst State of California, f kt,Ali N , � awl+ R -F 2�A on rtwpr streets and 70 watts (580) lumen) on local streets Department of Transportation y edition and SukAtarrt .rwa-mA tsam-rmfAse s+tromrn I the fallewiTfg 60wal Notes, La sereflaAt Standards for Type 15 lighting standard with 6• most om. Concrete rbr Tram 9a; '� sbaW'a4• her IV araob 'C" curses awd avid meow Avitatt far add ,aauA4lavmi 4� or aluminum odes may also be used. Submit specifications for Debt srsdpeas of SOX AT o Lvtrb pMn•' .,hams' asofty of fdsf f MAW rinwirdwilly'f'al` be aolaisea /raw me Dowilmery, opprovd. Aw to colo i to Oates t, 2 of Rll 1 1/4' Pull box rhos be size 3-1/2 and shall be located within 5' of the CatleteM fa few¢ew,t g(+atf br' be E to St skttaa fsaark! mrAasltsg+ sed i 4,rd steal awfnwt at thetas tears swots Pt. suri fisc few eke oplo " ata sibling Amt at NW lPta'dv kv omK rtetwmlhMW or erygaad,a as sgk' sp rta'!n M Ctomtlev reap SKflfn /$!,4CiCAC a• ant ii BWtrs/lrt'a t,4w0 ,,hall p g, faACrete averse 2 � are. gutters ac.+wawg to h5ir shsw+ad a,aw4g 9uoe aLrbs few!' grdAra mint At til txlstwln, a• tear! tufa It' LMN. BOLT CIRCLE box corer shall be marked to identify it as street ii till box iwllser *Wbe tfadRid Mm � a AW L'd9attatri•w gvasrrhra lav CaX1j, aerRlfitd aVsrvz,, tree shall be precast concrete. termism ,Z Anh6xvar7rdze atr+,rfJ' data ATaratd $ A+w aylr Atratwpy a Namrle txeMtp epee sad grdAne ar sr ftpi,rA ntli as a arXxliNpf to tifd Aaorowv/ mar a�aptaTtt by etre '� hAPeOfo• fa• M Cry #+ifXay i aa+Mrcc7•pay small rdatM M'+, g aunt •S•reUeo kf elft Eng'msea NMeur or p"zwr4rrt; 1 € LBnwrte . t+a ap p�e +iAwo A a�'pmpf .hsm ma ' ' u 7+Tst" e}gwowM Mhm anmrtioNiq mer ewe sap' Aro fry= SAM' # Vow a mtmtrmn OA 2f+t frAb �Pf 3t1 %t+%' t ' fhnveAr awl be. atrad trlvt a tr Xkt memea repbtmr tort one �+ifhv the E5rga1e4r may `+g Doormat sorwNirg akng Ater Np Ofily eratlilg ptdArr a 7 ` Ally senratAe90^yk�tbw Srattcirst sea dfrq>Yapeg a nrAenvteyv+ d ?fm a-paanywd. stranded capper. Vdtoge drop from the utility company service box hbal•� tAolriat Ae'Nda lilt Dept IoM sbd be t'ot of r WrAw � of of � / tbnba i lee € ExoAv r ctrb ares! gaffer s 111' Sao&It = SrANDA M Mo 15.'3 -- service box maple 120 -V, -f240 -v, mor be -used in certain circan- w lAt umrft rif /:cit ow to at 01367, Akdiods- i edrtphouft tka,4Ys O"Ilt4e cue �i�� AND CUTTER d and cover wive from the luminaire to the grounding rod shop be 08 bare ws tfevlr 13A ee IIF tech esiA• IV sfrOxnres ala d ma 4f "..r b a � "B,'" i ado ,Mara. ,d; x .. of hole. only and a 1/2• is x 8• long copper or copper clod grounding As Tyres A"cwb adgPttet npsfsf/a s ,,,,;, 1 " M' at CITY AF "KZA14SPI its nut welded Splices in the pull box shall be taped and waterproofed with an Sex OzrP Aad 3fte.Is rtpcwed m u epi calf r rpy ori"d r+P+vtd all slrrmrs ! x prrmneta 4? CALEFORMA "' I sv opposite approved electrical coating. ,ter mNaspeawr4a o1s1•� CaIiforniat Department a Transportation., Conduit shm be 1 1/2' minimum diameter schedule 40 rigid non - current edition. 12" x 12" x 1" 8 i A B C E F 4'ter• 10' AM ---� 29 RWEE � �i�• arm I �' 60'x 6.0' -/taWO EWW _,T( 2' tire, bafbm of amrctste 2 - p rate ke/ wti#h d dl+w+ar 2- *PM battan of 4txxxete MRS SECTION A A -AA E M 6- 40 add ffxWids abd calibm to fon gtokwir seown; Of of soMd Stafdrdo S rtswmnt golotowd---iaiBaR 2 A serol Shelf P&70 bound by NM of 7. tone of TAN r dile wino t is owl dosser by Bokss" fh k soft 0eparbaant arae arxaapaay p of the l5tf 6►paMr d rat* A*h fes all a COO** mild be bootrW WkW* ad b4sa 94- > S1tDFoet aid be casrhama'tod bw to gime* and o pplrt bnlsm tisiftl hrnrdhlNy oAter a d scot, aAcblaa and owpotd b la f of atmeia w dy o fele � xnrbatea did Jv cl o mmt co =lam ar�tapsihsmh�d by ASAI 0-+557 to a dq* of �, = to Aha br dr 4EX&OW, III 1 elb'r awalk a' d bt ,bot OdoNt off 6* ari►9 asgpoesrd Mbrs aaeoeKabtr OtatrAY or sd �d snndf m as AumAWAd i edb a Nolitis 5t A mMom of Zr of Ai b*W are, slat smIlemliIie aiw- ii swWI a bass or char SAW am;& MW be tt PAW a mW me Ttallk Stwdad t--Aq at a slimmed by the My bow. aimcbd b to alp Etr at* kh"" s sad aanyoeth» ....'rmof 6s the mm far arty Hl !b dew gpoadr coaetraMkte &pKsdtbd abbit a or di foam 4l 6bftrede kr rile tRAtaafi slidapekem b Nee N. Ab ptrtioa d the aft ggpt,ed r 71i is to be a ad*wt tAgmielmanbr of We Ste daV *a6dipaliffm TM r ►' w1or iR01'aa a the Oxy ftrgitaa aemnstttGow f^lrtml ta$&W of tb0 s m0mtr famed be 12 A/ dile gpraadr Akast6rM are atliect M ageoTd by NM at Mast 463 A/aL)d tArwste sbd ml1ah not 01I EAj—.. aalffrilot tAdtse pear glipf" le obtaad him ft1S F sbn ifphh deal be essshvcasd alt A bell+ VdIa o% oil 'Ad llbabned pbt jjp6irto 2.0' dsmp A Aafhw Mems steal be melasma as 6*Nap pAatxd sAah' be Abad of to' mmdmcm htarfats and ae erre to NM emasft said ata feet be Ass Bans 1.5' doetmd by tees aty Fityifaa. thiat dlr babg =*cad Fm w and smbpailr sbd be Amend mbar+ hlmoafehofy pbr to p amt of a aaorafa S Total mminfm of NW6 dfwmry lam mfrs" not &Dowd 6W of ro M.0 prWaly kwhw DAW- pay n or I 1 0 pile abal be 6* Mailow ,N4:li �wl� c` 1�7 ii' DESiGN STUDY NOT FOR USE ,ts,.- FYI7Y111E7 ST+ME 77 STANDARD COMMERCIAL DRIVE'"' TYPE "B" APPROACH WITH COMBINATION SIDEWALK T ApVep,g f11Mr 1D: it' - ON IT CgEN6ltit' II OF B FM AMIIIAts Aro CUUrrales CALFORNIh ST-? (8' AwA w aim) are tamillBtPI mix IAaRftS a04uZ1EwT poelmt Cast iron or steel cop with 6'-D^ set screws., GENERAL NOTES: n An wok shell Corti to the oPPI,cabfe sections of the stecihcii ions entitled "Standard Specifications. State of .^.alitame. Business and Transportotion Agency. Department of iransporlotw , , current ed:han, -- WATER MAIN r I and these special prorrsms. FLANGED Table T,bobw Luminoire shelf be cobra head type, high pressure sodium vapor with » (Ojaad bear at mull assaimiWN of bmf ton eaw to' jh3m) of the _ .art Type IV photoelectric c fl and a boeosl which provides 55 volts t0 ,cicala► asst ofd h III Id81if. ._ `jj j A5 - 6t5 t,5' (A 45w) the bulb A Type IV refractor shelf be used at intersections, and a I VAL VE SOX W/ bwmmlk1. Type If two-way shed be used at mid -block locations Lens shall be Bow cg7omw to on fewile- 6' STD, BURY— -,I z , gloss Or polycorbonote piosi Bulb shall be 100 watts (9500 lumen) '»_ lel mai =8—=w on rtwpr streets and 70 watts (580) lumen) on local streets PER DETAIL W-2 • ° ' a a_ -��""•°'•= Steel Vote, most arm, and om connection shill conform to State ' h Idk t s See keel A Standards for Type 15 lighting standard with 6• most om. Concrete Bow mahid�00 12• or aluminum odes may also be used. Submit specifications for FIRE HYDRANT ASSEMBLY rt opprovd. Aw to colo i to Oates t, 2 -,-` 1 1/4' Pull box rhos be size 3-1/2 and shall be located within 5' of the REV. 1-9-09 CITY OF BAKERSFIELD POLE DIA + 1/16• street light and installed flush with the sidewalk. Gravel (3/4' max ) end riCA/de the %nrtrmedbrt isObJveq sM4p shall be placed under the pull box for drainage (see detail. Pull CALIFORNIA Beekfip It' LMN. BOLT CIRCLE box corer shall be marked to identify it as street ii till box \ a,T mfow®t shall be precast concrete. f/�.••. tllphelealk a pr Me Paw 11 1/2' MAX. BOLT ' REVISED JUL 19 CIRCLE Irom die company service box to the pill box o1 the Nt fblee CaarrrLflar maaal 0*9 "Plot 4r rawddt base o it poles min. solid or stranded copper. The sinci/ he BASE PLATE utility company 1141 be nail to. and a representative shat ETAIL be present during. any work villi the ' service bon. 0 232i°f € spring from the port box to Me laninorre 041 be 012 in . ft)dl man s t, 6lsom Rs taloa stranded capper. Vdtoge drop from the utility company service box hbal•� tAolriat Ae'Nda lilt Dept IoM sbd be t'ot of r WrAw � of of � / tbnba i lee to the lumhoke shall not exceed 5A Voltage at the utility company ad 1, a N a of Ow Ms's std be abhmbad by fon Off has than a add did Avtopm to & rhlbwkg' g udw ,%W Sb pftvlkp POM*ASAI -- service box maple 120 -V, -f240 -v, mor be -used in certain circan- 3/4' �SIptO) 01367, Akdiods- stances subject to the approval of the City Engineer). Grounding 6 fade k)w of healon inalie d dad asset fee eampasdbrt 4" x 6 1/2" Hae nd d and cover wive from the luminaire to the grounding rod shop be 08 bare bot (1-0' 4b-Xd3a) A1n Ahrtd/Efeartdy a taab AN of lbs with 1/4" x 1 1/2" reinforcement Copper. An in -Ione fuse in the ungrounded conductor or conductors £ ring weld to outside of hole. only and a 1/2• is x 8• long copper or copper clod grounding aided by AtmAm ad ta*V ftw clarets! Rd be dawv SE" Nth drsipt M -d rod shall be located in the poll Ion 1/2" 13 NC grounding nut welded Splices in the pull box shall be taped and waterproofed with an ' , 1 to inside of pole opposite approved electrical coating. handhole. CaIiforniat Department a Transportation., Conduit shm be 1 1/2' minimum diameter schedule 40 rigid non - current edition. 12" x 12" x 1" 8 se plate (see mOoWc conduit conforming to UL Standard UL 651. Conduit shoe Joints shall be filled with mortar and neatly detoil above), have a minimum cord of Jr. Smaller condud may be used where raked or wiped on inside of pipe. • � ;, .":'•, the type of pole ON not accept 1 1/2' conduit• subject to the Uhenever t he vertical distance between the: x•..77 appriwal of the City Engineer. inverts of sewer line connections exceeds 4 ASTM A-307 anchor bolts, 1" x 36" x 4" wit i hex nut. Galvanize steel pole and most am atter cuttng, Laming, and leveling nut, and 2 washers wading lo conformance with AST!123. Galvanize 41 removable Z.. for each bolt. xi parts, including anchor bats, in conformance with ASTM A 153. Grout under base after leveling. P.L. ill Ii �\ 1 f/2" Conduit ith 18" LIGHT POLE � It radius bend. WALL wGira Gass B non-rein arced precast foundation. _ TYPICAL LOCATION DETAIL Compact backfill to 2'_0'• relative compocti 907 or t3 1/2 PULL Box use one sock cement as or m slurry against uricistur- 2' bed moi:. 6' x 6' CONC. COLLAR GRAVEL (3/4' MAX ) PULL BOX DETAIL rKxtszo PAyt to/ra'ew whit tholes O II STANDARD LOT STREET LIGHT ataL ea Alternate C st MAST ARM TYPE faufoundation,, Clolam B wows concrete placed a osgoGinst undisturbed Ae o sp CITY OF BAKERSFIELD S- CALIFORNIA ' o or 0 cn a+owtc GINEERING DEPARTMENT A B C E F 4'ter• 10' AM ---� 29 RWEE � �i�• arm I �' 60'x 6.0' -/taWO EWW _,T( 2' tire, bafbm of amrctste 2 - p rate ke/ wti#h d dl+w+ar 2- *PM battan of 4txxxete MRS SECTION A A -AA E M 6- 40 add ffxWids abd calibm to fon gtokwir seown; Of of soMd Stafdrdo S rtswmnt golotowd---iaiBaR 2 A serol Shelf P&70 bound by NM of 7. tone of TAN r dile wino t is owl dosser by Bokss" fh k soft 0eparbaant arae arxaapaay p of the l5tf 6►paMr d rat* A*h fes all a COO** mild be bootrW WkW* ad b4sa 94- > S1tDFoet aid be casrhama'tod bw to gime* and o pplrt bnlsm tisiftl hrnrdhlNy oAter a d scot, aAcblaa and owpotd b la f of atmeia w dy o fele � xnrbatea did Jv cl o mmt co =lam ar�tapsihsmh�d by ASAI 0-+557 to a dq* of �, = to Aha br dr 4EX&OW, III 1 elb'r awalk a' d bt ,bot OdoNt off 6* ari►9 asgpoesrd Mbrs aaeoeKabtr OtatrAY or sd �d snndf m as AumAWAd i edb a Nolitis 5t A mMom of Zr of Ai b*W are, slat smIlemliIie aiw- ii swWI a bass or char SAW am;& MW be tt PAW a mW me Ttallk Stwdad t--Aq at a slimmed by the My bow. aimcbd b to alp Etr at* kh"" s sad aanyoeth» ....'rmof 6s the mm far arty Hl !b dew gpoadr coaetraMkte &pKsdtbd abbit a or di foam 4l 6bftrede kr rile tRAtaafi slidapekem b Nee N. Ab ptrtioa d the aft ggpt,ed r 71i is to be a ad*wt tAgmielmanbr of We Ste daV *a6dipaliffm TM r ►' w1or iR01'aa a the Oxy ftrgitaa aemnstttGow f^lrtml ta$&W of tb0 s m0mtr famed be 12 A/ dile gpraadr Akast6rM are atliect M ageoTd by NM at Mast 463 A/aL)d tArwste sbd ml1ah not 01I EAj—.. aalffrilot tAdtse pear glipf" le obtaad him ft1S F sbn ifphh deal be essshvcasd alt A bell+ VdIa o% oil 'Ad llbabned pbt jjp6irto 2.0' dsmp A Aafhw Mems steal be melasma as 6*Nap pAatxd sAah' be Abad of to' mmdmcm htarfats and ae erre to NM emasft said ata feet be Ass Bans 1.5' doetmd by tees aty Fityifaa. thiat dlr babg =*cad Fm w and smbpailr sbd be Amend mbar+ hlmoafehofy pbr to p amt of a aaorafa S Total mminfm of NW6 dfwmry lam mfrs" not &Dowd 6W of ro M.0 prWaly kwhw DAW- pay n or I 1 0 pile abal be 6* Mailow ,N4:li �wl� c` 1�7 ii' DESiGN STUDY NOT FOR USE ,ts,.- FYI7Y111E7 ST+ME 77 STANDARD COMMERCIAL DRIVE'"' TYPE "B" APPROACH WITH COMBINATION SIDEWALK T ApVep,g f11Mr 1D: it' - ON IT CgEN6ltit' II OF B FM AMIIIAts Aro CUUrrales CALFORNIh ST-? (8' AwA w aim) are tamillBtPI mix IAaRftS a04uZ1EwT poelmt relish ttiTiQe AUENAME: ST-22RLV t 17bpM tarire at lbe WATER MAIN r I A81erf a Ttdbfp hmkx (7,L See FLANGED Table T,bobw BeokH ompww to 95f nlI Masiam k)wft am 1111130' » (Ojaad bear at mull assaimiWN of bmf ton eaw to' jh3m) of the _ .art - 30-50 L2' (0.3m) ,cicala► asst ofd h III Id81if. ._ `jj j A5 - 6t5 t,5' (A 45w) fie s aid rlloaYoy I VAL VE SOX W/ bwmmlk1. Q5 dP MQPE• 25' (A Bow cg7omw to on fewile- 6' STD, BURY— -,I z , asl meso h d dw am '»_ lel mai =8—=w Mees and tsab Mier ata be mail gNy aagaarted PER DETAIL W-2 • ° ' a a_ AND COMPACTION BXW h PO mase oafollw ed ` to lax fa€elfwam ' h Idk t s See keel A M 1hpr &W of pelt rasa Ad be t o' (43A) � t1y r fro bi a daAeMr of Am bef Bow mahid�00 II � FIRE HYDRANT ASSEMBLY rt ofphhAadploet Aw to colo i to Oates t, 2 -,-` MA AGER - WA CES DEPARTME DATE REV. 1-9-09 CITY OF BAKERSFIELD or gutter tholl bt emended to end riCA/de the %nrtrmedbrt isObJveq sM4p CALIFORNIA Beekfip eve Fir ptr4ila att76wv aoAs6arefa! \ a,T mfow®t NAlt1C sapee s ou$Awno f/�.••. tllphelealk a pr Me Paw / W ' REVISED JUL 19 Me Sawaof ceomr,ti Iht CAP Nt fblee CaarrrLflar maaal 0*9 "Plot 4r rawddt doe B�tf3�ms) e��i sinci/ he Def h res!!fp of baald alohttsfa atis�v be b aaavahw+s ,d9r fee 0 232i°f Msb lblsd h Secdo I -IN of As Stmd d SftDitrotbfa ASW � WO Voob aoae l ff a (a� NOTES• ft)dl man s t, 6lsom Rs taloa aWffl W6 top" mild Ad be ft Iwo" hbal•� tAolriat Ae'Nda lilt Dept IoM sbd be t'ot of r WrAw � of of � / tbnba i lee dddaabw Mahld and Abd haw a Sad Ev Aalmrt of awl ad 1, a N a of Ow Ms's std be abhmbad by fon Off has than a add did Avtopm to & rhlbwkg' g udw ,%W Sb pftvlkp POM*ASAI Fpbw., Be MNa fetal' be h -11, dnbe sank lie test, of bmudsd 4nacM'afl6nml (or 3/4' �SIptO) 01367, Akdiods- Ak .TO 20-0 6 fade k)w of healon inalie d dad asset fee eampasdbrt Ade bali matelot SW be #"d h not to Roved ase me sphow tied gfadotbrt root m b ba6ra fon nem'+ bot (1-0' 4b-Xd3a) A1n Ahrtd/Efeartdy a taab AN of lbs Maar M pad Ami ad o morw a not b dowpe a &*A *400 £ ICA aY All and gradA feat MIm' sbd be &W 060 map- 7. For pelt wd pahhm Wkb powd aAa4 see stamatsd aided by AtmAm ad ta*V ftw clarets! Rd be dawv SE" Nth drsipt M -d pea ai allialpladed to A 60, pniar bp-sidbg: Z how far kxbk ploa P" ded, ffli Ad he how h am 00 ramilmi ASAI spe&dloe 9-2W. III Om I ab I &*Ndroost aratrida NBn NM plea etas so be aaaatderAat xftk BCM ft * im4 al & he* and je* Abd not be we b► below 000pedw Ar !meds on At i eddbg ad ham ddV deal' be hood plead b be **Bane d Me p jw ad popley fee padmi Fw ow mks Aw f beaf/1g h molod for hAdd'ag and homfdabg, taw Aral he tuba of b &bade iw An as mow bow Is lbe 00 Alali abd he hose pttfaed and ooapated h Me apt b Omit 45' pl.%) atib let Oa ion me" Ad be -pixie ' MmMeW to mdua a pl* to plaosa ft A F G G H I I I l5' fAl. I I bt/wean inn a FF! i , ta mof-Mi'r Lem SfOnddrd CWb Reform radius z ° § • rss wtherwrsY• deeded bbtAe 4 'S $ city Engineer. it COMBINATION TYPE SIDEWALK � I VOx Yen A4r-6' mAimisa m R -t Ord R-2 zawr 5=6" mirror m, rn orf 011ier zones and on moor ay sMltisi crib to we# whet WWI 4 eanstrudtd. •"fx adsim tCufter_ 15' /Mart ' b►twrerT ,/warts �P/cv,r. , Sftze! Ri -of-TYoy L/rt-- t standard Curb Awfurn radius f4,0/1 be ZO het unless dbNwiM directed by the city Ergifea I� 1n STANDARD TYPE 3s SIDEWALK Wi�S• --•tI� Buitdsr tar new, remodeled, or expanded 41%itdings a set forth in Chapter /?.40, Section 12.40.0!0 of me Boxersfitid Munlcipat Code SAO// pro,/or "^ concrete curbs, gutters and sidewalks ocooiding oc/obn 28 to mis standroi droving. Such curbs, graters and sidHvolks shol/ bt in tiis- rence av have their Construction guaranteed by cosh, certifra0 check Of corporate surety bond approved by the City Attorney os o condition to ...�.� final opprOvoi Cid acceptance by the Chill Building mspec/w for OCCUPOnCY 10 tilt bel!/d/ng R or properly. aK C ALERAL NOTES, All urork rho/t / COIJ Osm /o Me Ircoatr li CAP sec' ons O the Clhcati fpr ons enfir/ d ' t SMnabr d di- ,SaeC alms Store of Co Tornio 0 ifwnJ / towel o 7rans- porlotATn" and ton IO//adtg soecio/ pravfsprts. Svbgrode prepari dii be caAsfrtAchd Moe 10 grade and Cross settlor, twM compattian of BOX to o depth of 030 feet Concrete shall be class Ir is soav wady shall nave o slump between 2-1/Y and 5-1/2' Trio sr/ore sAi be hwdslwd ro arab ofd cross 5eCAA00 with d /rapt, troweled smoom, and fhw~ wNh a broom. eancreh Ates// be awed +won a while -p sinemed 41npy asmpaMd COMWOM m Section 910.70/B Of ,he Shtrdaa $Oeci/ttOJAaaa. WevsAttlsed plane pima $tem,/ be Auro/led at 6 fffd Alt/trvdit and axpanron /arms of 60 toot lntYvwafs. Ewafarm pbat shat be /otoled at tette $ide of a shwthre sed of Me sada M ci r~na Expwmise )weir f,,tNr mattered shop eaasisf of "to~ s our of a abrow —rime A-W&uwl. Slderams steal/ be stored 1b a minitmm disi of 118' (0/fis othereere directed 4y Me Cil, Enomtw.. NM sdere* cOnstrvaaft O bbtks wail exa>ufg srdewaiF mho!/ conform in drmenrbn and Ascalon to those n place. Err"stu,g slaw.ene snap be saecw and removed Of rise brat -VW1 ig line at Or beyond the planed Diu. A Dreher Aar rdewaa• comhfACMan and recar- srruclion she// be darn; td Mem me Department of event wanks alfa Shat! ocaonflip • acJuOl work Any variance m /lash, color, or material from standard will regforr o speci perms from the aly earedi ow/otions from lilt caminotme A!•pa .sdda,rrok,sarh as statabrd n meandrlag /ype,may bepwmttae by Aft 0Apropriott deign PPOVIW400 of Chopler +6.,32 of the AWnvcipo/ Code, A a Cambialion Typr Kar -1B` 1 Sturdwd type t i 1Skoe 114 mirly DeryerCf--Ao^t�a R 4 TYPICAL SECTION y STANDARD G1 t22 r5 SIDEWALK K McOvfr to COMBINA770N TYPE 11.4 Moard STANDARD TYPE nrro CITY OF BAKERSFIELD Nis CALIFORNIA S-3 n ww..nw. ENGINEERING DEPARTMENT Pvoil RTY LINE 4i AUENAME: ST-22RLV daxito mala i seas fee plot lath del be teat WATER MAIN r I gly"I 90' ELBOW FLANGED DA -Z 00,; of a ' dild Ike ar Ohm MINI,NUM STANDARD FIRE DEPARTMENT APPROVED wpm AIM) to �)(daiii (6 119TH 4" OUTLET I VAL VE SOX W/ BOTTOM OF FLANGEW C Q 8. L10 -SEE TAIL W-12. FINISHED GRADE Ad 6' STD, BURY— -,I z , TRENCH BACKFILL � BLOCK =8—=w Mees and tsab Mier ata be mail gNy aagaarted PER DETAIL W-2 • ° ' a a_ AND COMPACTION VALW WITH RISER a sc"'s by ffmk*W W04 PER DETAIL W-2. REQUIREMENTS WATER RESOURCES DEPARTMENT Ts FIRE HYDRANT ASSEMBLY APPROven: PLATE No. 19 QESO W— 3 MA AGER - WA CES DEPARTME DATE REV. 1-9-09 CITY OF BAKERSFIELD or gutter tholl bt emended to ST -22 riCA/de the %nrtrmedbrt isObJveq sM4p CALIFORNIA Beekfip W where /M a a,T mfow®t NAlt1C sapee s ou$Awno wr PATCH IN ROAD MiXED SURFACE A F G G H I I I l5' fAl. I I bt/wean inn a FF! i , ta mof-Mi'r Lem SfOnddrd CWb Reform radius z ° § • rss wtherwrsY• deeded bbtAe 4 'S $ city Engineer. it COMBINATION TYPE SIDEWALK � I VOx Yen A4r-6' mAimisa m R -t Ord R-2 zawr 5=6" mirror m, rn orf 011ier zones and on moor ay sMltisi crib to we# whet WWI 4 eanstrudtd. •"fx adsim tCufter_ 15' /Mart ' b►twrerT ,/warts �P/cv,r. , Sftze! Ri -of-TYoy L/rt-- t standard Curb Awfurn radius f4,0/1 be ZO het unless dbNwiM directed by the city Ergifea I� 1n STANDARD TYPE 3s SIDEWALK Wi�S• --•tI� Buitdsr tar new, remodeled, or expanded 41%itdings a set forth in Chapter /?.40, Section 12.40.0!0 of me Boxersfitid Munlcipat Code SAO// pro,/or "^ concrete curbs, gutters and sidewalks ocooiding oc/obn 28 to mis standroi droving. Such curbs, graters and sidHvolks shol/ bt in tiis- rence av have their Construction guaranteed by cosh, certifra0 check Of corporate surety bond approved by the City Attorney os o condition to ...�.� final opprOvoi Cid acceptance by the Chill Building mspec/w for OCCUPOnCY 10 tilt bel!/d/ng R or properly. aK C ALERAL NOTES, All urork rho/t / COIJ Osm /o Me Ircoatr li CAP sec' ons O the Clhcati fpr ons enfir/ d ' t SMnabr d di- ,SaeC alms Store of Co Tornio 0 ifwnJ / towel o 7rans- porlotATn" and ton IO//adtg soecio/ pravfsprts. Svbgrode prepari dii be caAsfrtAchd Moe 10 grade and Cross settlor, twM compattian of BOX to o depth of 030 feet Concrete shall be class Ir is soav wady shall nave o slump between 2-1/Y and 5-1/2' Trio sr/ore sAi be hwdslwd ro arab ofd cross 5eCAA00 with d /rapt, troweled smoom, and fhw~ wNh a broom. eancreh Ates// be awed +won a while -p sinemed 41npy asmpaMd COMWOM m Section 910.70/B Of ,he Shtrdaa $Oeci/ttOJAaaa. WevsAttlsed plane pima $tem,/ be Auro/led at 6 fffd Alt/trvdit and axpanron /arms of 60 toot lntYvwafs. Ewafarm pbat shat be /otoled at tette $ide of a shwthre sed of Me sada M ci r~na Expwmise )weir f,,tNr mattered shop eaasisf of "to~ s our of a abrow —rime A-W&uwl. Slderams steal/ be stored 1b a minitmm disi of 118' (0/fis othereere directed 4y Me Cil, Enomtw.. NM sdere* cOnstrvaaft O bbtks wail exa>ufg srdewaiF mho!/ conform in drmenrbn and Ascalon to those n place. Err"stu,g slaw.ene snap be saecw and removed Of rise brat -VW1 ig line at Or beyond the planed Diu. A Dreher Aar rdewaa• comhfACMan and recar- srruclion she// be darn; td Mem me Department of event wanks alfa Shat! ocaonflip • acJuOl work Any variance m /lash, color, or material from standard will regforr o speci perms from the aly earedi ow/otions from lilt caminotme A!•pa .sdda,rrok,sarh as statabrd n meandrlag /ype,may bepwmttae by Aft 0Apropriott deign PPOVIW400 of Chopler +6.,32 of the AWnvcipo/ Code, A a Cambialion Typr Kar -1B` 1 Sturdwd type t i 1Skoe 114 mirly DeryerCf--Ao^t�a R 4 TYPICAL SECTION y STANDARD G1 t22 r5 SIDEWALK K McOvfr to COMBINA770N TYPE 11.4 Moard STANDARD TYPE nrro CITY OF BAKERSFIELD Nis CALIFORNIA S-3 n ww..nw. ENGINEERING DEPARTMENT Pvoil RTY LINE 4i RING 711£ X FLANGED N TEE AI/ wamfmonaAip and moler:as shall WATER MAIN r I gly"I 90' ELBOW FLANGED 6,-0, VALVE FLANCED MINI,NUM PLAN V#EW FIRE DEPARTMENT APPROVED HYDRANT ASSEMBLY CLOW 850 OR SIMILAR 119TH 4" OUTLET I VAL VE SOX W/ BOTTOM OF FLANGEW C Q 8. L10 -SEE TAIL W-12. FINISHED GRADE j 6' STD, BURY— -,I z , � REDN7JDD � BLOCK v 2 PLACES CONCRETE THRUST BLOCK PER DETAIL W-2 • ° ' a a_ 6' FLANGED GATE ' VALW WITH RISER a AND CAP. _ ' 4;• .4 . `a. CONCRETE THRUST BLOCK PER DETAIL W-2. PROFILE VIEW WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA FIRE HYDRANT ASSEMBLY APPROven: PLATE No. 19 QESO W— 3 MA AGER - WA CES DEPARTME DATE REV. 1-9-09 IE J K L M AI/ wamfmonaAip and moler:as shall ,w°•+t �''�,,, Ei: " l,�Fi;`sr: °;iJAiCA' ca+fam the r J PATCH IN CONCRETE SURFACE CexaAe/ SUPERCEDED - SEE NEW SW -3 + , ^ SOW COI A~9"iGENERAL At7TE5: :x:i'.,t•. mon' .. cax1et"�y.a.:. r/A'n£r4ccvx. AI/ wamfmonaAip and moler:as shall ,w°•+t �''�,,, Ei: " l,�Fi;`sr: °;iJAiCA' ca+fam the r �, t .'%b1._1 telt "SYS :mtDto roans $tate of M Pavement shah Type '$" Asphalt Concrete California, Department of 6'uranated rook Bose ': Transportation', current edition. " • Sar cats at an AoXwV; g in aptyo/t Sited Materiel cancrite 3 of more 1"hes in nwtbrtss mss•, f!J rraLVredl may bt mode wren Pub concrete Aggregate base shot/ be Class 2 aggregate base patch nos cared old is ready to Boekfi/! ' reteNw IAP adpha•1 Concrete surfacing Specifications. Saw cuts shall bt mode parallel a a, PATCH IN ASPHALT CONCRETE SURFACE "g" eng/er :o ,he eemer line or rhe s,roet be designed using traffic index in accordance OrpM of te/rtt rnolandt, if reaUirret, with the provisions of Section 3.3.I.0 of the seal' be obArmined in he fit'd by rhe Subdivision and Engineering Design Manual. Engintw. . f--AsahOs/fc pari+ binder .� 4 tr1.!M M ap"iff canCrlft road surfaced, ospwt cavcrcte surfacing s/wi! be :yj:; rApsu/1, CarCrt, :'7;. _ �••sw/ocwff4rl � 'r:•uiTiar�'.rY�'llit; mored with Pawhg grade ospAaN. �, St/tet MalWro! •til ANthts less Mon 2 feet from flf raairedl e,rraJutg palcMs, edges a pavemrM, LU W or gutter tholl bt emended to riCA/de the %nrtrmedbrt isObJveq sM4p of txistrry powmsnt. Beekfip W where /M a Aftmil m patch wroM shol/ be 2 tett of €( its smallest dimension. PATCH IN ROAD MiXED SURFACE / W ' REVISED JUL 19 Me Sawaof ceomr,ti Iht CAP •Mi [t rt�Mt STANDARD 630.64 sinci/ he t mnoved De,rron *W/$ meld ---- �'=-Z-----' .: Mr tvG4'M pages shp8 be AbsiAlviria, smooth Wren PAVEMENT PATCHES `PLAN ' • �V) L CITY OF BAKERSFIELD SECTION CALIFORNIA S-6 air ENaimuRtNG DEPARTMENT RESIDENTIAL, LOCAL AND COLLECTOR Standard Curb and Cutter Type 'i9" Asphalt Concrete '9 ' C A re ate Bose C Limits of 957 Relative Compaction 6., Limits or 90Y Relative Compaction MAJOR ARTERIAL, MAJOR COLLECTOR AND COMMERCIAL/INDUSTRIAL STREETS Standard Curb and Cutter Type B" Asphalt Concrete _ 4- _-11i -- - ,, d' Aggregate Bose nT.•r"""ry Limits of 95%\i TT Relative Gompaction 6' J \- Limits of 909 Relative Compaction STREET SPECIFICATONS. 5;w„.• 'aa� The width shall conform with the requirements FOG SEAL COAL- The Fog Seat Coat shall be set forth in the City of 9akersfoeld Standard applied on all new roadway surfacing and sholl Street Sections. conform to and be applied in conformance with Pavement shah Type '$" Asphalt Concrete the provisions of Section 37-1 of the Standard Specifications. u meeting the requirements of Section 39 of the S-25 State of California, Department of Compaction shall be obtained for a minimum Transportation, Standard Specifications. depth of 0,5 -foot below the grading plone for the limits shown, In addition compaction shall Aggregate base shot/ be Class 2 aggregate base be obtained for a minimum depth "T" below the conforming to Section 26 of the Standard finished grode for the limits shown. Depth "T" Specifications. shall be in accordance with the following NOTE Structural sections for alt streets shalltable. m be designed using traffic index in accordance Traffic Index "T"(feet with the provisions of Section 3.3.I.0 of the 3.0 - 5.0 11 Subdivision and Engineering Design Manual. 5.5 - 6.5 1.5 t 4 70 - 8.0 2.0 Soil test data used in the design calculation 8.5 or more 2.5 shall be furnished by o sail testing laboratory approved by the City Engineer. I:1 L STANDARD 5;w„.• 'aa� P E? J.D. STREET �K° SPECIFICATIONS 1011.1 CITY OF BAKER8PIEL.O r"----p-r--t,-t---. CAi.._IFpRNiA S-25 ENc3BJEEHINO DEPARTk1ENr 7"'r' -I ST -9 M r N ( 0 P Z z ` 5 ec I qtp �=i i Wnert Artcvnirrp and artgang ';� r"----p-r--t,-t---. str'ers rn manhole tory in I -€ ere, errand hoer noNrs CC 0 0 w 0 0 Q jet j ICtrrLfTl•. , �� 7"'r' -I € of srwoa B" beyond msdr -' �� d U Of top and z • I I 460" hl e!Meein ends a/ m m I LU00 O W 1 r SK s e t 4 i' 1 i• ip m 0 t/f v larIdetpfsI oc Di a LU W UoN UU V u.l CO Q W where /M a €( Class "B' sews a / W ' Cafente Me Sawaof ceomr,ti Iht CAP t' i, Li sinci/ he t mnoved De,rron *W/$ meld ---- �'=-Z-----' .: Mr tvG4'M pages shp8 be AbsiAlviria, smooth Wren r ! ;I `PLAN ' 00,11i OWMr �V) L LU SECTION Abre, P, GG s,Nb ad hf be poured air £ } 6ENEA"l. NOTES: All I work shall conform to the applicable ' , 1 2+/ dkrlar, dry pocked sections of the specifications entitled Standard Specifications State of CaIiforniat Department a Transportation., current edition. ) r '•� Joints shall be filled with mortar and neatly raked or wiped on inside of pipe. • � ;, .":'•, Uhenever t he vertical distance between the: x•..77 inverts of sewer line connections exceeds .'.'%r i ;•,j thirty (38) inches, a drop connection shall / J be cwtstrucited is shown, Z.. Precast reinforced manhole sections shall be 0. ii constructed in accordance with the provisions of AM C-478, current edition. ` � Use Orop Monro/r "Ter' where SECTION.. ire ,3 JUL tib STANDAI* r.' •"`9l -s• MANHOLE T YfsE 1;44 •• '' SHOWING DROP CONNECTION CITY OF BAKERSFIELD CALIFORNIA S-7 ENGINEERING DEPARTMENT CW- d 6- 1 -,l %Dl N 0 COB RECORDS No. IPA JOB No. ' SHEET 3 3 OF X SHEETS V) In l-1 Z z ` 5 ec N O Ln O to m N Z O CC 0 0 w 0 0 Q 0 V1 WaLu 7 d U z :o W m m I LU00 O W 3 wa LLI cr 0 Eli Uj CL iu J Q N m 0 t/f v IPA JOB No. ' SHEET 3 3 OF X SHEETS V) z 0 Z Q 0 Z LU N Z O CC 0 0 w 0 0 Q 0 V1 WaLu I1— U z :o W mQ I LU00 O W LU CC Z) LU O rn rNU T oc z W o a LU W UoN UU V u.l CO Q W Co LU0 / W i U� ( �V) L LU IPA JOB No. ' SHEET 3 3 OF X SHEETS z LU O 0 Z Q 0 Z N Z O CC 0 0 w 0 0 Q V1 WaLu IPA JOB No. ' SHEET 3 3 OF X SHEETS