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HomeMy WebLinkAbout6.2-606CITY STANDARDS THE FOLLOWING CIN STANDARDS DRAWINGS ARE HEREBY INCORPORATED AS A PART OF THESE PLANS: ST -11 PAVEMENT PATCHES ST -12 TRENCH BACKFILL AND COMPACTION REQUIREMENTS ST --13 STRUCTURAL PAVEMENT SECTION SW -1 SEWER LATERAL MARKER SW -2 MANHOLE TYPE "A" SW -6 FRAMES AND COVERS FOR MANHOLES & CLEANOUTS BENCH MARK THE BENCH MARK USED FOR THIS PROJECT IS THE TOP OF MONUMENT IN LH ON AUBURN ST. ONE BLOCK WEST OF TARTAN PLACE PER CITY DATUM. ELEV: = 823.57 BEARING BASIS THE BEARING OF N 00029'04" W A5 SHOWN AS THE CENTERLINE OF OSWELL STREET, BEING THE EAST LINE OF SECTION 22, T29S, R28E, MDM AS SHOWN ON TRACT MAP N0. 5226 RECORDED IN MAP BOOK 41, PAGE 113, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. CONSTRUCTION. NOTES: 1 THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "Ail CONTRACTORS LICENSE TO PERFORM THE WORK CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS. 2. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF --WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE PERMIT. 3. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-642-2444) 4. 24 HOUR INSPECTIONS NOTICE - PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AS LEAST 24 HOURS NOTICE, THE SECTION MAY BE NOTIFIED AT (661 ) 326-3049. 5. COMPACTION TEST NOTE - 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. NOTE: AN "S" SHALL BE STAMPED IN THE CURB FACE OVER EACH INSTALLED SEWER LATERAL WHERE THEIR PROJECTED LATERAL CENTERLINE CROSSES THE CURB FLOW LINE. 7. ANY ITEMS IN THE PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADE AS PER THE CITY ENGINEER. 8. HAZARDOUS WASTE EXCAVATION. IF THE CONTRACTOR ENCOUNTERS MATERIAL IN EXCAVATION WHICH HE HAS REASON TO BELIEVE MAY BE HAZARDOUS WASTE, AS DEFINED BY SECTION 25117 OF THE "HEALTH AND SAFETY CODE", HE SHALL IMMEDIATELY SO NOTIFY THE ENGINEER IN WRITING, EXCAVATION IN THE IMMEDIATE AREA OF THE SUSPECTED HAZARDOUS MATERIAL SHALL BE SUSPENDED UNTIL THE ENGINEER AUTHORIZES IT TO BE RESUMED. CITY (0)v = AKEnl%zzt-png� EL D DEPARTMENT OF PUBLI WO ' KSPLANS FOR CONSTRUCTION 'OF Imw �� — In ___E — 's Im = = — Is — � 1� V_ I — Is -M ' 1 L is W KEY MAP SCALE: 1"=100' SUMMARY OF IMPROVEMENTS Rem No. Estimated Quantity Unit of Measure #tern 1. 330 LF 6" S DR35 PVC Sewer 2. 330 LF Hat Mix Asphalt -Concrete Trench Patch 3. 1 EA 8"x5" Reducer 4. 1 EA 48" Sewer Manhole 5. 80 LF 4" SDR35 PVC Sewer Lateral LIST OF DRAWINGS SHEET 1 TITLE SHEET SHEET 2 SEWER PLAN AND PROFILE SHEET 3 CITY STANDARDS AND NOTES STATE OF CALIFORNIA VICINITY MAP ENGINEER'S CERTIFICATE I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION AND SUCH CORRECTIONS SHALL BE REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. SUBMITTED BY: W&I Meyer AAAo Civil Engineering, Inc. 110 SL Montclair St., Ste. 104, Bakersfield, CA 93309 P ne 1-836-9834 FAX 681-836-9781 17 g--1--16 Richard Meyer, CE 28104 Date 6.2-606 Fife Name; WHS16001TS1 I CITY RECORDS NO.: APPROVED BY: _ No. 28104 c Fxp, 3.31.1s ?J NICOLAS FIDLER - RCE 61089, C1��p��r EXP. 12-31-16 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED: O OC ell 7 z /Z cc ASSISTANT PUBLIC WORKS DIRECTOR DATE W MnLEV D. HUGHESv SURVEVINCA SMILELAND DENTAL OFFIC 213 SOii'1'M "H" :i1F'REEM: S►UlT1i: 203 3701 BERNARDSTREET SEWER IMPROVEME 13AKERSFiEM.D CA. 93304 MUCHES 661/034-1402 PAX 661/834-1529 auRvet, irfla I TITLE SHEET HQ) � M � left 3 w SHEETS t t� t H W CC CO DNOTE: POTHOLE ALL UTILITY ITEMS PRIOR TO TRENCHING TO VERIFY LOCATION AND DEPTH. w z co co Q _j M N } uJ 0- _j C0 t: co CC IL = u,,1:t Lu t X Z I- w az �j .] t1: w C0 Q 00 N wN w z �Z W- CU r C) ICY) am0 u© ac 0- 0 T05 CD {-� LL, =-� w f- t- w U C\1 �--�m < �' d � ' DLO Dw-co Q ca +�j o + + EXIST. BACK t� + fr Cr + N_ + + w + d zco _ � co w 00 � r- w y OF WALK m cn to C 0 ~" �`�- EXIST. CURB � x __ 0 0© x 5 E`-- ua cn U cn EXIST, R/W & GUTTER w cn w U) U co w cn w 0 � ss N$9°19'30"E 326.97' s -� s �, -� EXIST. $ CONSTRUCT 6 SEWER r °- "�' v Li - _ 14 5 SDR35 PVC SEWER 1N89°19'30"E _ - 17� - - 18 - N89°19'30"E 211.99'_ _ 19 _ C)w w w w C/L. BERNARD STREET `� a Q � C/L CONSTRUCTION � N E. E. A F E.... EXIST. R/W- -- SCALES EXIS© DURB HORIZONTAL: 1 "-40' EXIST. BACK & G[',r_ ER Q F VERTICAL: 1"=4' OF WALK P.1. OF WYE TEE & CLEANOUT, )C\j 4" SEWER LATERAL, SEE ONSITE 20 0 40 80 SEE ONSITE SEWER PLANS IMPROVEMENTS, SEPARATE PLANS STA. 17+61.98, 48.46RT. 40 10 Wei 668 666 664 662 660 658 656 654 652 650 1 NA I =1 0, '_ *' ! t 0 1 t Wt�Awll IMA, t w A k Milo 3-60, TOP OF MH EXISTING CURB & GUTTER JO REMAIN) u.� EXISTING SIDEWALK (TO REMAIN) RE -PAVE TO LIP OF GUTTER w �.. U .• 670 668 666 664 662 660 658 656 654 652 650 8 w z 0 CL .60 LIJ cc Q Z + Q0 QLu N Z t-- M T, w mw z3:m °oma w + rr w N FOUND 2" BRASS CAP IN LAMP HOLE AT � cw�r BERNARD STREET & OSWELL STREET _ co cn _20._____. 21 _ N89019'30"E 355.71' _ _ 2,�23 ....-.,�, .. w w w w ki FINISHED GRADE EXIST. PAVEMENT OVER SEWER GRADE OVER SEWER 671 SPECIFICATIONS AND THESE SPECIAL ;TOP OF (VIH _ w w m °- 670 i_ELEV.µ6681_ _w.._.._m_.._ .__ _..v ,,,, _w__. #n._.� THAN {x.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT Z_ s w 0) O? r,, � � CONSTRUCT 6" PVC SEWER PER SPECIFICATIONS FOR INCH MAXIMUM, MEDIUM GRADING. TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF 2 scam° � 3. ASPHALT BINDER FOR TYPE W (MODIFIED) ASPHALT CONCRETE SHALL BE PG 6410 EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT €- - tr �- c6. 670 0) 668 CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED DIAMOND BLADES, 0 T- THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE", OF THE STANDARD SPECIFICATIONS LU co "STEAMREFINED PAVING ASPHALTS", IN SECTION 92-1.02, "GRADES", OF THE STANDARD LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED x w �- cn � 666 TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. 18, IF ABRASIVE GRINDING IS USED TO BRING TO BRING THE FINISHED SURFACE TO 664 662 660 658 656 654 652 650 -a Cf) 06 rr }_» C Q0 w 0 z - o7 -M co 0 60 Ix + +-- wt-co� ZZ<Cww 0 0 - ..,.� ...t 00Itoww J W Lu LU 3: cc I 0 U CJ LEGEND • - -�---- - -- --- - - ---'-�--- -- - - --- - - --�-- STREET R/W OR PROPERTY LINE 10 - - -- 1- - - CENTERLINE WITH STATION EXIST. WATERLINE E ERL n -----.E---.-----�-.E-"--�-.--"--.E------ EXIST. ELECTRICAL LINE <: G. EXIST. GAS LINE . -»- 5---�--� - CONSTRUCT SEWER WITHMANHOLE & CLEANOUT SECTION DESIGNATION: DETAIL DESIGNATION:•] SECTION LETTER DETAIL LETTER 2 2 SHEET WHERE SHEET WHERE � SECTION IS SHOWN SECTION IS SHOWN a ASPHALT CONCRETE PAVING NOTES: ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH 1, ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND LANE, SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED COLLECTOR STREETS AND TYPE'S' (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. II 11 M ar.._ w��/. TO THE PROVISIONS IN SECTION 39, ASPHALT CONCRETE , OF THE STANQARD KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLA ED UNDER THE SPECIFICATIONS AND THESE SPECIAL CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATION w PROVISIONS. RESUME. °- 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL 12. WHERE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE ,,,, i �2 AGGREGATE FOR TYPE'A' (MODIFIED) OR TYPE'B' (MODIFIED) ASPHALT CONCRETE SHALL THAN {x.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT Z_ 671 CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE STANDARD THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE � � CONSTRUCT 6" PVC SEWER PER SPECIFICATIONS FOR INCH MAXIMUM, MEDIUM GRADING. TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF 1 J U scam° � 3. ASPHALT BINDER FOR TYPE W (MODIFIED) ASPHALT CONCRETE SHALL BE PG 6410 EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT €- - tr �- c6. 670 0) PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED DIAMOND BLADES, 0 T- THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE", OF THE STANDARD SPECIFICATIONS LU + "STEAMREFINED PAVING ASPHALTS", IN SECTION 92-1.02, "GRADES", OF THE STANDARD LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED _ ..u.� _ 66$ I SPECIFICATIONS, TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. 18, IF ABRASIVE GRINDING IS USED TO BRING TO BRING THE FINISHED SURFACE TO 1 4. THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED WITH THE MINERAL KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE W AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATION 666 CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN RESUME. THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM TO THE THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 92 PERCENT OF THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION ENGINEER. MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ATSM D-2041 , IN-PLACE DENSITY 664 AT LEAST 14 DAYS PRIOR TO THE START OF WORK THE CONTRACTOR SHALL SUBMIT SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. O THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 A. A LIST OF AGGREGATE AND ASPHALT SOURCES. PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE 662 B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT WORK CONFORM TO THE REQUIREMENTS SO SECTION 39-2.02, "AGGREGATE", OF BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES, OR BOTH, IF NEEDED, ARE - f 660 THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL TO BE ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT O w `oc, SIX (6) MONTHS. ALL OTHER TEST RESULTS SHALL BE NO OLDER THAN ONE (1) WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST t__ 658 YEAR. AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIC RANGE, THE ASPHALT CONCRETE w_ 0 w «� C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT 06 L w cn + CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS MEET THE IN-PLACE DENSITY REQUIREMENTS. w z cQ I BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE ,a_._ _ z 656 Lu V) uiASPHALT MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM 02041. THE RELATIVE COMPACTION IS EITHER LESS THAN 90 PERCENT OR MORE THAN 96 PERCENT �Lu � rnsnw � CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED 50 LT. I C/L 5 PROFILE A 2 27.34' 16' BASE AND PAVEMENT REPAIR PER CITY STD. LANE STRIPE, RESTRIPE IF ST -11 AND SPECIFICATIONS HEREON. DAMAGED OR DISCOLORED SAWCUT U "AGGREGATE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT, THE CORRECTIVE IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME TRENCH EXCAVATION, BEDDING AND BACKFILL PER CITY w AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS STD. ST -12. °- w OPTION FOR SLURRY BACKFILL: i �2 1. CONTRACTOR TO SUBMIT SAND -CEMENT SLURRY MIX CONCRETE MIX DESIGN. FOR APPROVAL BY CITY ENGINEER. 2, CONTRACTOR SHALL C5 0 TAKE PRECAUTIONS TO PREVENT FLOATING OF PIPE. CONSTRUCT 6" PVC SEWER PER SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. PLAN -PROFILE HEREON b 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SECTION B , scnLe. ,°- z 2 654 "AGGREGATE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT, THE CORRECTIVE IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED OLD, THE BY: CONTRACTOR SHALL BEAR ALL THE COSTS ASSOCIATED WITH THE ASPHALT A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR CONCRETE MIX DESIGN. B. ASTM 01188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC _._._.._... 650 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. >~. SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. CONSTRUCT 75.79 LF OF PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE 4" SDR35 PVC SEWER LATERAL DISTANCE OF ONE FOOT FROM THE EXISTING EDGE OF PAVEMENT, SPECIFIED SURFACETOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED DIAMOND BLADES, PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER B. REMOVAL AND REPLACEMENT, OR REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE", OF THE STANDARD SPECIFICATIONS C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. SHALL BE MET, D. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO SHALL BE AT THE CONTRACTOR'S EXPENSE, PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE 18, IF ABRASIVE GRINDING IS USED TO BRING TO BRING THE FINISHED SURFACE TO EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL TO, THE NEAREST LANE 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY LINE OR PAVEMENT EDGE AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM TO THE ONNECTIONS AND PRIVATE DRIVE WHERE SHOWN ON THE PLANS AND AS DIRECTED BY REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO 42-2.02, "CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL FORM SMOOTH, TAPERED CONNECTIONS. BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE 11 . WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT EMULSION AS FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT DIRECTED BY THE CITY ENGINEER. THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED U} MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200--2.4 OF THE GREENBOOK"...WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL OT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY, 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. FE Meyer Civil Engineering, Inc. �. 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 No. M1% 6.2-606 P e 661-836-9834 FAX 661-836-9761 Exp. 3.31. a 1 1 4f civil. ,i� Richard Meyer, CE 28104 Date CITY RECORDS NO.: c� w o�Q w d s v m z 0 C w Q 0 0 z SHEET OF 2 3 JOB NO. WHS,-16-001 DWG WHS1600SWI LANG �1 � .� A. WU� u v.''_ /PP__. T AL\ 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 48 HOURS BEFORE CONSTRUCTION. TELEPHONE 1-800--277--2600, CONTRACTOR TO CALL FOR USA TO LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 15' HORIZONTAL DISTANCE OF SEWER LINES. VERTICAL AND HORIZONTAL LOCATIONS SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT NTH 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 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 THOROUGHLY RESEARCHED AND LOCATED BY THE CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED 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 BY THE CONTRACTOR. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED, OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -11, EXCEPT AS NOTED ON PLANS. 2. PVC GRAVITY SEWER PIPE MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS 0-3034 AND SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT --IN FITTINGS ARE NOT PERMITTED. J INTS' USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D--'2321. ONLY CLASS I OR It EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 3. PVC SEWER FORCEMAIN MATERIA S: - PVC PIPE SHALL BE MANUFACTURED FOR USE IN WATER SYSTEMS EXCEPT THAT THE COLOR OF PIPE SHALL GREEN AND SHALL BE DESIGNATED AS CLASS 150 (DR18) OR CLASS 200 (DR14), AND SHALL COMPLY WITH AWWA C900 SPECIFICATIONS FOR 12" AND LESS, AND AWWA C905 FOR PIPE 14" TO 36" IN DIAMETER. OUTSIDE DIAMETER OF PVC PIPE SHALL BE EQUIVALENT TO CAST IRON PIPE. JOINTS: PVC PIPE SHALL HAVE ELASTOMERIC GASKET JOINTS, EITHER GASKET BELL AND SPIGOT TYPE OR PLAIN END WITH GASKET COUPLING TYPE. FITTINGS: SPECIALS AND FITTINGS SHALL BE DUCTILE IRON CONFORMING TO AWWA SPECIFICATION C100, CLASS D, EXCEPT THAT FITTING SHALL HAVE ALL BELL CONNECTIONS OF STANDARD AWWA DIMENSIONS OR SPECIAL. DIMENSIONS AS REQUIRED, OR FITTINGS SHALL BE EQUIPPED WITH ADAPTERS OF THE PROPER CLASS FOR THE SIZE OF PIPE, AS RECOMMENDED BY THE PIPE MANUFACTURER, OR EQUAL. PROTECTIVE COATING SHALL BE IN ACCORDANCE WITH ITEM 3 ABOVE AND OF THESE SPECIFICATIONS. THRUI U C C5: ALL ELBOWS AND TEES SHALL BE THRUSTED IN ACCORDANCE WITH CITY STANDARD SW -11. 4. TRENCH EXCAVATION 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 CITY OF BAKERSFIELD STANDARD ST -12 FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING OF AT LEAST SIXTY PERCENT (607) OF THE PIPE I.Q. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. WHEN ADDITIONAL GRAVEL, CRUSHED ROCK, OR IMPORTED BACKFILL MATERIAL IS REQUIRED TO STABILIZE A SOFT, WET, OR SPONGY FOUNDATION, SUCH GRAVEL, CRUSHED ROCK, OR IMPORTED BACKFILL MATERIAL SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. 5. RACING AND 5UQLRING 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 REQUIRED THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. NOTHING IN THIS REQUIREMENT, OR WITHIN SECTION 6422 OF THE LABOR CODE, SHALL BE CONSTRUED TO IMPOSE TORT LIABILITY TO THE OWNER, CITY, OR EMPLOYEES. 6• TRENCH BAQKFILL 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. RIGHT OF WAY GROUND O- --- UDUTY CONDUITS SENER LATERAL o.z' X 0.3'x 2.0' KVW STAKE OR METAL STAKE ACCEPTABLE 14 GAGE 2.5' MIN, WIRE PLUG SOLVENT WELDED OR RV88ER GASKETEO ,CAIS 4.0' MIN. NO TES. 1, STAMP $" INTO CUR8 FACE OVER SEWER LATERAL. 2 ENSURE 5.0' MINIMUM COVER AND ZW MAXIMUM COVER AT PROAE'RTY UNE AND 5.3' MINIMUM AT FLOWUNE: J. LA&W4S LOCATED SO NOT TO CONFLICT WITH UTTLIWS. STANDARD SEWER LATERAL MARKER APPR0I�D rI i i OF B/'KE F09ELD CALFORM ► s+x-acv 4.b' I*x Wato hcaWnhg and av#gsahg ia.:•.•f:��..i,•. r•• j y.., t } rJ' �'s iv s t•^ } swm h amathde myna abet axtetd teem• hataw of i "r' � " •. r sews 80' bejw t � .' rAMatNc tel., t.ty or less ftW aartpacted to afrndWa 1,. 1/U► •Ab.R+llt•lC M►.AM► IR fM N * n r r. r/, -r J .. r } r,. "''• „ ' hom" and `• mann* are of � .: R•: + ` .t, •' '} } � � bYl9?a �, Gee tEp « xpMa •,4 hdf of pyo# sW otdy be } }mmw bet"m std I Nie bn" #ayes aw to pWo►et s wO m0 carat master. 1244N. AT SUI?FACE PCC dab not to b# peered wd �wA.- L L -f- 1Y -L -J ki SES�CTtON *JIW-' 21-1 PLAN AT BOTTOM WES: f At work shop sem bra to fA+e app$o * afc9m of ft Wb7ted mrd Store of Caraot e t Of Trxvato#iwr r "row Z At tsaQAhote )*h shag be AW with god sea+ or apoaa►xd bl mastic ka* of manhaw must bt nratarreaal and may or syted on hwidr Of PO 5 Aso rapt rehhww Jia lk* s006ts sfiat be embudod h aocaralonce w7b ** prrtWm of ASN C AN seyrer farboss kXgar than re h atvmhr, aw be Arrow effh 7-loaF'. ar ggvroerd pod 5 Cowrafs pad shat be cured #0 o 466 pigrrr %W cavgtoattd ate pe• secban *-lots of the ehrrftd ai So stanrkrd daft X4 far km coast, old asap maande abtaGz % Ari dmx* shah' bo mob tafNr steal tram d sw shat to ftm tktidi#d for midwm STANDARD amft= " MANHOLE TYPE "A" cnY OFCAU SW -2 BEDDING AND BAC FI L ALL WORK SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD ST --12 AND THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. BEDDING CLASS SHALL BE CLASS 1, 11 OR CLASS III AS GROUPED BY ASTM D--2321. 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 SMALL 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. ACHI VI G FIRM BD 1NG BELQW PIPE SPR NGLI 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 COUPLINGS. DURING BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL --SPLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL --SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. INITIAL BACKFILL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321--8 SHALL BE USED IN THE PIPE .ZONE FOR INITIAL BACKFILL, AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA --HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL OACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL 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 ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER, WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. 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 ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON EXISTING STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2--1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY --FIVE PERCENT (957) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN LANDSCAPED AREAS. BACKFILL STING AND, COMPACION TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 6--3, TESTING, AND SECTION 19, EARTHWORK, OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S--13. RELATIVE COMPACTION SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231., OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE --EXCAVATED AND RE --COMPACTED. THE INITIAL COMPACTION TEST AND ONE RETEST, FOR EACH LOCATION, AND ANY SUBSEQUENT TESTS WILL BE PAID FOR BY THE CONTRACTOR. 7. SEINER PIPE INSTALLADON SEWER PIPE SHALL CONFORM TO THE PLANS AND THESE SPECIFICATIONS. THE PRICE PER LINEAR FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING, AND BACKFILL HANDLING QF M&MR-16L5 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 PERFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTINGS WITH A JOINT DAMAGES 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 SMALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL 26V .2525' �+? 1.5' w V _: 1.323" T TESS -``-�- 1 2o' T aiw 3Z5' CnON A::A 10" pastern hi e% 412r bmf oft 20' pmy" fattdx 11125' A A SEW£ $or A* tL 1«0" patient 1.0' patten k Mites, 5123'1004ttt25' >> M N meby Of 00 NOTES: L 0 *dares and cavm OW be WW fw oo rmy of Tot orad shay be maw h sets prier to deii�c 2 !Ate of *nmm ad beahtj fto of ft matt shat be nm~ Nr a smaoNa rave-ro*j sN between me Im awap J" to tw,oe I a ptnm*w 4 AN ftm and carers shat be gray cast vera pee beam aaarpsi hata;C ssFlsllS and cold• -std evil sa4ot('�how a +� vknw Abe t>dghw tboa ahawd be ��.% 2P-Ak 5 Gbsfirg abet ewtfarm fo tMt pn9►raiets of the spwfxmtla m fpr 9mi`` sevld desaowflav ASTM A--4 {krtaat nrabaar), Noss Na ,3W f Be more of Nte nmmukvb* tg came y shot be m the mwffmw of the ow. z >t OWN net Ness than in ft nor was Dim 2.50 ibx. the ow soar ovo not kw Glean 120 mss• ser mar# ffiw 200 NS. topRoputf a Manhahs cow" sabot taw'a self abi4v Aw RU bde rays m omwlww ggorwd by rht f2ty r 11-wt1"'�Ir =1i: =it-ill--•tl� • il.�ii-=pit=-ii= ii--liy=11 IN QQa=jE Or 11 note t1. fti' O+o. cavGar ha$ mtttrrt .9",.vr Si+nbicass fQ✓+ Tgoer Cow R4IltY 9 the 20' ptksm hoes en Tho ma** corms staast ha* ave of the NNmby +Gwow&W MW or XV fd Assembly shat be des#W for hlViml isa ft of HS V-0. 1L 20' x Mr dOmW met We dors. saw STANDARD F=RAMES AND COVERS FOR MANHOLES & =ANOUTS �* CRY QIGAW< SW --6 STANDARD PAVEMENT'PATCHES r T C" °cam ST -11 PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH 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 COND11ION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTING SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. CUTTING PIPE THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTINGS NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE 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 ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. CLEANING PIPE- LINES CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIALS. WHEN PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND BALLED TO REMOVE ANY DIRT OR FOREIGN MATERIAL WHICH WOULD CLOG PUMPS, EQUIPMENT, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM SEWER LINE. KKR LATER SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION COUPLINGS MAY BE UTILIZED FOR CONNECTING THE EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON THE PIANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS. 8. 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 OF THE SEWER SYSTEM, ALLLINES SHALLBE NTH VIDE EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360`. IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED, THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM, THE DEVELOPER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, 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 OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. 9. LATERAL, WYE FITTINGS SHALE. BE INJECTION MOLDED IN --LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY LINE NTH 30" OF COVER AT FLOW LINE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. SW --1. LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. 10. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 11. MANHOLES AND CLEANQULS ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW --2, SW -3, AND SW --6 AND SECTIONS 70--1,02H OF THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. ALL NON --PRESSURIZED CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING SW --5. PRESSURIZED CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND DRAWING DETAILS. ALL MANHOLES SHALL BE TYPE "A", THL BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON A KENT --SEAL IN A GROOVED FOUNDATION. MANHOLE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SHALL MEET THE STRENGTH REQUIREMENTS OF ASST. 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. MANHOLES SHALL BE LINED WITH A PVC LINING SYSTEM APPROVED BY THE ENGINEER WHERE ANY SEWER FORCEMAIN DISCHARGES INTO A MANHOLE. 12. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT--OF--WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. r! wm km b «� Rl0}.WE+' M % ��s• s �'��•• r� ' ,� rAMatNc tel., t.ty or less ftW aartpacted to afrndWa 1,. 1/U► •Ab.R+llt•lC M►.AM► IR fM N * n r r. r/, -r J .. r GD' elder both � z li"'li=-X11==11 .li =tt ='!I= 1.0' wkfer• both sks to x'tautacomooftSer r:•r t / •• 1 1 1 , xpMa •,4 zeta to oonksm to notes 1, 2 of far p w Uw/ft , c*wft ih7 as par Gia A&* LIG 4 camafsskan &DOGr fAi6fi315 7 far MUM STANDARD PAVEMENT'PATCHES r T C" °cam ST -11 PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH 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 COND11ION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTING SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. CUTTING PIPE THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTINGS NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE 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 ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. CLEANING PIPE- LINES CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIALS. WHEN PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND BALLED TO REMOVE ANY DIRT OR FOREIGN MATERIAL WHICH WOULD CLOG PUMPS, EQUIPMENT, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM SEWER LINE. KKR LATER SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION COUPLINGS MAY BE UTILIZED FOR CONNECTING THE EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON THE PIANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS. 8. 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 OF THE SEWER SYSTEM, ALLLINES SHALLBE NTH VIDE EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360`. IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED, THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM, THE DEVELOPER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, 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 OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. 9. LATERAL, WYE FITTINGS SHALE. BE INJECTION MOLDED IN --LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY LINE NTH 30" OF COVER AT FLOW LINE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. SW --1. LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. 10. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 11. MANHOLES AND CLEANQULS ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW --2, SW -3, AND SW --6 AND SECTIONS 70--1,02H OF THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. ALL NON --PRESSURIZED CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING SW --5. PRESSURIZED CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND DRAWING DETAILS. ALL MANHOLES SHALL BE TYPE "A", THL BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON A KENT --SEAL IN A GROOVED FOUNDATION. MANHOLE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SHALL MEET THE STRENGTH REQUIREMENTS OF ASST. 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. MANHOLES SHALL BE LINED WITH A PVC LINING SYSTEM APPROVED BY THE ENGINEER WHERE ANY SEWER FORCEMAIN DISCHARGES INTO A MANHOLE. 12. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT--OF--WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. NOItS- '1, ltoaaFllr' far iwd P*,a - ads metertd s tat 40 zttns shpt be hat of obhstesxw mdow and stmt hm a Seed Eoanlalavt of toot AM flea 20 and " centesis to Ntr fatowitg oftew *w Rt wye Pw ai AIN IV "-w ihls boom mostef4l Meat be pfaoed h of to exceed we foot (LO' /naso) VA AWhW qty on eaah stab Of the *0 Ira suds a marxrer as no to damope or rhdrsb ft AV os a'fs awmat and qm* W Aver arbor be ft avk# mw- aw by tavajad* 6bdFlzl amtafat Leh' to AVP* y+adgwhd to whgtte Pifer to proceeaWtg. 2 , X*m ht *a tete and Row afaat be bsta" h amOrab" with ttm patst'it ASMI Q -2M. a# CAm I aid N wbeirtont motetfuks +obit me POO tone of be MOS& d s j0* a1Fl*h ft po mstq soar arld,bttiaj trot be used Nr bmw mpoetkav far avm Pk No ba*ly and batracMV s*at be hand #md to Me the of the pyog &d ptWv raa *mded for sew m*4 gess I beddhg br row*sd for Wdbg ami hwnokbqi t"" drag be taim not to Gh# pot Ilia r maitsilg baCw h Nie psjoa zone � abe !herd placed acrd eam�ded h as not to m f 0' NAkm tTtderiCat a b8 y covwwto*n*wA*'toPWLV** d �oaiAt motethat dm Me *0 zeta# abet be oboe of deleledw motwW diad App or ttarres avreaat 40' h "add &mn*v aavd abet to plaa9d in not to, aamed aro Not (1010W ktysrs and eodt IOJae' asaat be itraougfdy crx�oarted by nisd fatapirg� node 3a} e6oet's r,�c baht {r,5 $e# ra* ma NiI ,p�p�,} a.NW YlIY .110-10 1,r 55-6$ LS' z0 8# 20' 85 0? tom' z5' onrJactarl to .. awt�tTaxt oar 046 zm aw bo LD' above P of ppre batt of bhe sada* da r*w PA*endt 4 way of be+aYb1F' meta»* shteg' be h mmom #►tib the 6* dated h Sectlat 6-501 of bar State Starrdad SP 1? it ortiraraptt 6addlb is tires Man 1557MdW •0; bxW #0 22 1.9: 5 Aa4mffas tie mw be motthed ad aw be the topow- wo, of abater / cunbocta: ft mtr aw Jorawm of bis tests aw be detamiwd by bas at, bated h� $0wort "of of V* State StaNkrd w4 for ASTM 007. "ad 6 for* Iver of omw flow 4tmt moot bate om;wcft sand ""ant and grodeav m"wtt W" ow and A• is Atwd z for pmmwd piles *ft p#W arm ass# s6ftl rd aiQvivs4x4g 4a dtis drofgw morn d TABLE "A fbNowbo apply wm km b J,IT iISM[�vY �' ar butt ft outer to of the �'��•• r� ' mania wm aw It d&A rAMatNc she MAW t.ty or less ftW aartpacted to afrndWa E or4m0m h d offw arAxw #as 1•0+ irlda r Wks'&S GD' elder both � z h PO zoae eawa*d��. 1.0' wkfer• both sks to x'tautacomooftSer xpMa •,4 zeta to oonksm to notes 1, 2 of far p w Uw/ft , c*wft ih7 as par Gia A&* LIG 4 camafsskan &DOGr fAi6fi315 7 far MUM NOItS- '1, ltoaaFllr' far iwd P*,a - ads metertd s tat 40 zttns shpt be hat of obhstesxw mdow and stmt hm a Seed Eoanlalavt of toot AM flea 20 and " centesis to Ntr fatowitg oftew *w Rt wye Pw ai AIN IV "-w ihls boom mostef4l Meat be pfaoed h of to exceed we foot (LO' /naso) VA AWhW qty on eaah stab Of the *0 Ira suds a marxrer as no to damope or rhdrsb ft AV os a'fs awmat and qm* W Aver arbor be ft avk# mw- aw by tavajad* 6bdFlzl amtafat Leh' to AVP* y+adgwhd to whgtte Pifer to proceeaWtg. 2 , X*m ht *a tete and Row afaat be bsta" h amOrab" with ttm patst'it ASMI Q -2M. a# CAm I aid N wbeirtont motetfuks +obit me POO tone of be MOS& d s j0* a1Fl*h ft po mstq soar arld,bttiaj trot be used Nr bmw mpoetkav far avm Pk No ba*ly and batracMV s*at be hand #md to Me the of the pyog &d ptWv raa *mded for sew m*4 gess I beddhg br row*sd for Wdbg ami hwnokbqi t"" drag be taim not to Gh# pot Ilia r maitsilg baCw h Nie psjoa zone � abe !herd placed acrd eam�ded h as not to m f 0' NAkm tTtderiCat a b8 y covwwto*n*wA*'toPWLV** d �oaiAt motethat dm Me *0 zeta# abet be oboe of deleledw motwW diad App or ttarres avreaat 40' h "add &mn*v aavd abet to plaa9d in not to, aamed aro Not (1010W ktysrs and eodt IOJae' asaat be itraougfdy crx�oarted by nisd fatapirg� node 3a} e6oet's r,�c baht {r,5 $e# ra* ma NiI ,p�p�,} a.NW YlIY .110-10 1,r 55-6$ LS' z0 8# 20' 85 0? tom' z5' onrJactarl to .. awt�tTaxt oar 046 zm aw bo LD' above P of ppre batt of bhe sada* da r*w PA*endt 4 way of be+aYb1F' meta»* shteg' be h mmom #►tib the 6* dated h Sectlat 6-501 of bar State Starrdad SP 1? it ortiraraptt 6addlb is tires Man 1557MdW •0; bxW #0 22 1.9: 5 Aa4mffas tie mw be motthed ad aw be the topow- wo, of abater / cunbocta: ft mtr aw Jorawm of bis tests aw be detamiwd by bas at, bated h� $0wort "of of V* State StaNkrd w4 for ASTM 007. "ad 6 for* Iver of omw flow 4tmt moot bate om;wcft sand ""ant and grodeav m"wtt W" ow and A• is Atwd z for pmmwd piles *ft p#W arm ass# s6ftl rd aiQvivs4x4g 4a dtis drofgw morn d TABLE "A fbNowbo apply for trends width TH X GWAVST 11A16 WON rAMatNc LYASS I ANG OR SLURRY t.ty or less 1. wider both Eft 4: ;W both 10 up to ,20' 1•0+ irlda r Wks'&S GD' elder both 2.0' or more f.5 w bom 1.0' wkfer• both sks Standard curb & gutter T Tyle 3 As$dt t atorete NOTES: L Pmtment shoN be r)pa 3 awhatt ceta#te (AC) nwang the rests of Section 39 of the 'State of Cdlf n* 0epmrbneat of TransTJartotkvt, Sf &d 1$ fw&vtbns'r appraaed aurrett OGrltK tnAm otherwise reww by the t3ty Engh�: 2 A regato base sha7 be Lhss # ag qde base csavfamarg to Section ZS of the State Standard SpedNcdkm .1 Structural sections tar a# streets shill be de*ed using traffic hdexes h occa Vwm pith the pmwims of Sw&n 53.1.2 of the 9"Mm and Engi w4V Maned. 4• Sag test data used h the cakdatim shill be fumsi bed by a mi testing k&vtoy report to be sired and ;railed by a Ncmed ernes' ee: 5 M#*n m AC thickness b to be 0.2' T pe 3 Minf m Aggregate 8w is to be #4: 6• A so.Wy factor of u2 shill be appried in powmenf ccdadatlavis: .�r, =_ 71 AAAo A. .q CP�1 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 � Ph 661-836-9834 FAX 061-836-9761 NWO. 281 *. CJS , Richard Meyer, CE 28104 DateON Oaring Plane 8 A co►toJooft of Sax shat be abut for a mbkwm of 6.0' below flee &aft.Plona PWth 't"'shat be h coak"nonce with the fam" to Traffic index ' T ' 55-65 1.5' 70-8.0 20' 8.5 or mote 25' 9. for A*"t PamV Motes, ser Stodad Specid Provtsiotrs Jpcaled in the Subtbn 6kv) Mawd 6.2-606 • Q oA c Z' en vw en C m� ES"" m F =� � WO L A.rr W � 00M =M 00 eq r4 U m cn O w ry w Q ca O SHEET OF 3 3 JOB NO.yyNS-16-001 DWG WHS1600SW1 LAND S(f {�� f f� 0'P v �j s�grF CAIL. F I.