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HomeMy WebLinkAbout5.1-12112STANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1- 800 - 227 -2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. ALL EXISTING IMPROVEMENTS, (CURB,GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1, ST -3, ST -4, ST -6, ST -7, ST -9, ST -10, ST -11, ST -13, ST -14, ST -15, ST -18, ST -19, D -14, D -16, T -1 PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.70' AGGREGATE BASE (PER NOTE 17 ON SHEET 2 OF 8) OVER 1.0' O.G.. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. O TO BE INSTALLED v EXISTING INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -1 + INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T -1 -•o— INSTALL STREET LIGHT- HOLOPHANE-LVUI SERIES PER C.O.B. STD. SP7- 86 -10. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY AND IN ACCORDANCE WITH C.O.B. STANDARD DETAIL ST -14. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86 -6.01 OF WHICH MODELS INCLUDE: AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES LEO TEK EC1 THRU EC7 SERIES CREE XSP /XSPR SERIES AND OTHERS ON APPROVED LIST OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER 7. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. 8. INSTALL 5' COMBINATION SIDEWALK ON ALL LOCAL STREETS AND 6' COMBINATION SIDEWALK ON ARTERIAL AND COLLECTORS UNLESS OTHERWISE NOTED. 9. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL STAMP "C" INTO CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS. 10. INSTALL ADDITIONAL # 3 -1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 11. INSTALL HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A -CASE A. 12. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 13. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1- 800 - 227 -2600. 14. WARNING /REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T -19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 15. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT -OF -WAY TO ESTABLISH THE NECESSARY DEPOSIT. DIG ALERT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA MR I8 -#5 (yISM) DIAGONAL BARS EACH FACE — Al j MANHOLE — RETAIN EXST REINF BARS AS SHOWN 15" (375 mm) MIN LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TIC TOP OF CURB OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT n FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT --+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. --(Z>- FURNISH & INSTALL STREET LIGHT- HOLOPHANE -LVUI SERIES PER C.O.B. STD. SP7- 86 -10. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "Rt -1" - STOP "W1 -7" - DOUBLE ARROW "R6 -1" - ONE WAY "W1 -6" - SINGLE ARROW "R5 -1" - DO NOT ENTER "W1 -1" - CURVE ARROW "R26(CA)" - NO PARKING "W3 -3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY "W3 -1" - STOP AHEAD "R4 -7" - KEEP RIGHT "S5 -2" - END SCHOOL ZONE "R81 (CA)" - BIKE LANE "S4 -2" -WHEN CHILDREN ARE PRESENT "W31(CA)" - END "S4 -3" - SCHOOL "W14 -1" - DEAD END "R2 -1" - SPEED LIMIT 20 "W14 -2" - NO OUTLET T M 363.22 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION D CONSTRUCT STORM DRAIN PER CITY STANDARDS ® CONSTRUCT STORM DRAIN MANHOLE TYPE "B" PER C.O.B. STD. D -18. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S -12. S CONSTRUCT SEWER PER E.N.C.S.D. STANDARDS ® CONSTRUCT SEWER MANHOLE PER E.N.C.S.D. STD. DET. NO. S -7 ® CONSTRUCT SEWER CLEAN OUT PER E.N.C.S.D. DET. NO. S -5 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) PHASE BOUNDARY — - - - - - - — TRACT BOUNDARY — PROPOSED EDGE OF PAVEMENT TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT 1g3 TR5 Tg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE 1O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB O1 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB O ITEM OF WORK - SEE SCHEDULE SECTION LETTER SECTION LINE SHEET SECTION IS LOCATED #5 ® 4" OC t5 -#16M 0 100 mm) RETAIN EXISTING REINFORCING BARS AS SHOWN JA J— 5 5 0 4" OC i5' t5 - (375 #16M mm o ) 100 MIN mm) �--• MANHOLE PER SPPWC 323- — DIAGONAL BARS NOT SHOWN BREAKOUT LIMIT RETAIN EXST REINF BARS AS SHOWN BREAKOUT 4" -�- - -- / ` LIMITS (100 mm)I ® 4" OC i B 15" (375 mm) MIN 15" MIN - - - - #16M ®100 mm) (375 mm) I -� MANHOLE DETAIL I iy1s 4® oo m) RETAIN ENTIRE I I OMIT LENGTH OF ALL FILLET EXST CORNER I UNDER REINF BARS _� 15" SHAFT AS SHOWN I ISEE NOTE IN DRILL 3" 75 mm) I `, (375 mm) HO-E (2 �ER STEP) EXIST. WALL I I 5' -0" SET WITH HIGH 7,. I .� (1.5 m) - STRENGTH i I (6000 PSI (42 MPa) (175 mmo/I I MIN) NON- I, SHRINK GROUT f STEPS, SEE i .,b DETAIL A NOTE 5 6" 7,, I I I (1 mm) (1751mm) I IL - I-- --- - - -T 11 . 11 ,. L I - - - - - . — PLACEMENT OF STEEL STE° IN EXISTING RCB SECTION A -A 5 -#5 ®4" ( ,6M 0 100 mm) OC x (1252- 8" 7' -0" (2.1 m LONG BREAKOUT LIMIT -� MIN. —,,° Mir L#5 uka10C) (5 - #16M 0 100 mm) SECTION B -B 6!"m ) DRILL 6" (150 mm) DEEP HOLE INTO EXIST- ING SLAB AND PLACE N4 ( #13M) DOWELS WITH NON - SHRINK EPDXY GROUT AT IN- TERVALS HALFWAY BETWEEN EXISTING LONGITUDINAL BARS. EXTEND 18" (450 mm) INTO NEW SLAB LEGEND a EXISTING REINFORCING BARS • ADDED REINFORCING BARS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMMCAI[D 0Y DE UNIT STANDARD PLAN "SGR 4800 STANDARDS ° . Q2Ef11BOOK COMWTTEE 992 MANHOLE FOR EXISTING RCB 327_2 I RJ:Y. 1996, 2009 CUYD 118 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SQYD SHEET 1 OF 3 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS FOR PARCEL MAP NO. PHASE 1 LIST OF MATERIALS STREET IMPROVEMENTS ITEM UNIT TOTAL A.C. PAVING TONS 189 CL. II AGG. BASE_ CUYD 118 SUBGRADE PREPARATION SQYD 642 6" CURB AND GUTTER LF 518 HANDICAP RAMPS EA. 3 SIDEWALK SQFT 2,849 CROSS GUTTERS EA. 1 STREET SIGNS EA. 2 5800 LUMEN STREET LIGHTS EA, 1 STORM DRAIN IMPROVEMENTS ITEM UNIT TOTAL 18" STORM DRAIN LINE LF 10 CATCH BASINS EA. 1 NOTES 1. THIS STRUCTURE MAY BE USED WHEN THE DEPTH OF COVER IS NO GREATER THAN THE DESIGN COVER OF EXISTING RCB. IF THIS DEPTH IS EXCEEDED, OR PROPOSED MANHOLE SHAFT EXCEEDS 36" (900 mm) IN DIAMETER A DETAILED PLAN WITH CALCULATIONS PREPARED BY A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA SHOWING THE PROPOSED MANHOLE SHALL BE SUBMITTED TO THE AGENCY FOR APPROVAL. 2. STRUCTURAL NOTES. A. DIMENSIONS FROM FACE OF CONCRETE TO REINFORCING STEEL ARE TO CENTER OF BAR UNLESS OTHERWISE SHOWN, B. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY ON THE PROFILE, AND PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY) TO CENTER LINE OF CONDUIT ON THE PLAN EXCEPT AS OTHERWISE SHOWN. C. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. LATEST EDITION." D. PLACING OF REINFORCEMENT SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ". LATEST EDITION. E. TRANSVERSE REINFORCING STEEL SHALL TERMINATE 1 1/2" (40 mm) FROM THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN. F. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT SHALL BE PERMITTED OTHER THAN SHOWN ON THE PLANS. G. ALL STRUCTURAL CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITH A 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI (28 MPa). H. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A ASTM A 615, GRADE 40 (615M, GRADE 300). 3. WHERE REINFORCEMENT IS REQUIRED TO EXTEND THROUGH THE NEW JOINT, CONCRETE SHALL BE REMOVED IN THE FOLLOWING SEQUENCE: A. A SAW CUT SHALL BE MADE 1 1/2" (40 mm) DEEP AT THE REMOVAL LIMITS. CARE SHALL BE EXERCISED IN SAWING AT THE REMOVAL LIMITS SO AS NOT TO CUT THE REINFORCING STEEL WHICH SHALL BE RETAINED AND EXTENDED INTO THE NEW CONSTRUCTION AS INDICATED ON THE PLANS. B. USING HAND -HELD EQUIPMENT THE CONCRETE SHALL BE CAREFULLY REMOVED FOR THE FULL DEPTH OF THE WALL OR SLAB AND FOR A MINIMUM DISTANCE FROM THE SAW CUT EQUAL TO THE LONGEST EXTENSION OF THE EXISTING BARS TO BE EXTENDED INTO THE NEW CONSTRUCTION. THIS EXTENSION SHALL BE 30 BAR DIAMETERS UNLESS OTHERWISE SHOWN. C. EXISTING REINFORCEMENT SHALL BE CUT TO THE REQUIRED BAR EXTENSION. D. THE REMAINING CONCRETE MAY BE REMOVED BY ANY SUITABLE METHOD, UPON APPROVAL OF THE ENGINEER, WHO SHALL BE THE SOLE JUDGE OF THE USE OF ANY CONCRETE REMOVAL EQUIPMENT. EXPLOSIVES, WRECKING BALL OR OTHER SIMILAR DEVICES WHICH ARE LIKELY TO DAMAGE THE CONCRETE TO BE LEFT IN PLACE SHALL NOT BE USED. E. INTERNAL SUPPORT OF THE EXISTING RCB SHALL BE PROVIDED DURING THE REMOVAL AND RECONSTRUCTION OF THE TOP SLAB. A DETAILED PLAN WITH CALCULATIONS PREPARED BY A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA SHOWING THE TEMPORARY SUPPORT SYSTEM SHALL BE SUBMITTED AND APPROVED BY THE AGENCY PRIOR TO THE START OF REMOVAL WORK. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 327 -2 MANHOLE FOR EXISTING RCB 24TH STREET (HWY 178) SHEET 2 OF 3 VICINITY MAP NO SCALE 12112 1�1 INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. NOTES & SPECIFICATIONS 3. STREET CONSTRUCTION, STORM DRAIN AND STRIPING 4. WHEN THE MANHOLE OPENING IS 24" (610 mm), THE BREAKOUT LIMIT DIMENSIONS MAY BE REDUCED FROM 5-0" x 7' -0" (1.5 m x 2.1 m) TO 4' -0" x 6' -0" (1.2 m x 1.8 m). 5. STEPS SHALL CONFORM TO SPPWC 635. UNLESS OTHERWISE SHOWN STEPS SHALL BE SPACED 14" {350 mm) TO 15" (375 mm) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24' (600 mm) ABOVE THE INVERT. 6. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 323 MANHOLE - CONCRETE BOX STORM DRAIN 630 24" (610 mm) MANHOLE FRAME AND COVER 635 STEEL STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION OSEDA IGHWAY 24TH STREET (HWY 178) SHEET 3 OF 3 z Lo I m H C3 PROJEC T AVENUE I w (0 Sl TE CV X m w AVENUE kiU O U \= CN M� > U Z o LJ 5 �S�O321 � a 0 �\P GP m 0 z o STOCKDALE HIGHWAY BRU DAGE Lk 0 C3 Ix V) —SEE HIG WAY 58 a, w z G N f 3 Q Q 0 4'C Z �_ I 0 0 cr Z S N a W �O 0 CL W f5 rn U Lu O W � H F W W V co o d v♦ 0 04 N 4i 0 U = N Q N uj T 9 IL 0 WHITE LANE c°n VICINITY MAP NO SCALE 12112 1�1 INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. NOTES & SPECIFICATIONS 3. STREET CONSTRUCTION, STORM DRAIN AND STRIPING 4. WHEN THE MANHOLE OPENING IS 24" (610 mm), THE BREAKOUT LIMIT DIMENSIONS MAY BE REDUCED FROM 5-0" x 7' -0" (1.5 m x 2.1 m) TO 4' -0" x 6' -0" (1.2 m x 1.8 m). 5. STEPS SHALL CONFORM TO SPPWC 635. UNLESS OTHERWISE SHOWN STEPS SHALL BE SPACED 14" {350 mm) TO 15" (375 mm) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24' (600 mm) ABOVE THE INVERT. 6. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 323 MANHOLE - CONCRETE BOX STORM DRAIN 630 24" (610 mm) MANHOLE FRAME AND COVER 635 STEEL STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 327 -2 MANHOLE FOR EXISTING RCB o O z DO .- SHEET 3 OF 3 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326 -3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THES_E--f�LANS AND ANY ERRORS, OMI IONS, OR VIOLATIONS OF TH.05E ORDINANCE STANDARDS AN�ESIGN CRITERIA SHALL BE G ORRECTtD DURiNGi a6N�TRUCTION 2� 2LA/ 1_ /1-5- 0 D OGER A. Mc►NTOSH R.C.E. 33322 DATE EXP. 6 -30 -16 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12 -31 -14 REVIEWED BY: DATE ASSISTANT PUBLIC WORKS DIRECTOR DATE REVIEWED BY: TRAFFIC ENGINEER DATE BASIS OF BEARINGS: THE BEARING OF N 00'01'18" E AS SHOWN FOR THE WEST LINE OF SECTION 33, T.29S., R.27E., MDM ON PARCEL MAP No. 5700 FILED IN PARCEL MAP BK. 26, PG. 7 IN THE KERN COUNTY RECORDERS OFFICE WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF WESTFIELD ROAD AND DESERET WAY. ELEVATION = 377.08' (PER C.O.B. BENCH BOOK) LEGAL DESCRIPTION: PARCEL 2 OF PARCEL MAP WAIVER NO. 15 -94 AS PER CERTIFICATE OF COMPLIANCE RECORDED OCTOBER 25, 1994 AS DOCUMENT NO. 0194155218 OF OFFICIAL RECORDS, BEING A PORTION OF PARCEL A OF PARCEL MAP NO. 5700, AS PER MAP RECORDED DECEMBER 11, 1980 IN BOOK 26, PAGE 7 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, ALSO BEING A PORTION OF SOUTHWEST QUARTER OF SECTION 33, TOWNSHIP 29 SOUTH, RANGE 27 EAST, M.D.B. AND M, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA s—, / - ),?) ), 1�_ CITY RECORDS NO: c11_ G rn I� i o0 o I � I--- 0 N 0 Q o O z DO .- U O' -It s z Lo I m H Q J o J Q W () 17 00 z I � n J a w (0 o° v CV X m W m o kiU O U \= CN M� > U Z o LJ 5 �S�O321 � a 0 m z 0 V) w Q 0 I W� Z Z N a cm z IIE .— 0 Z 0 CL W ''~^^ VV♦ U Lu O W � H � a W W V co o d v♦ 0 04 N 4i 0 U w N uj T VJ :ri IL 0 STANDARD NOTES (,CONT,1 ASPHALT CONCRETE PAVING NOTES: TRENCHING NOTES. STORM DRAIN NOTES: 16. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LIGHT. FOR EVERY 10 INSTALLED 1. TRENCH EXCAVATION TO CITY OF BAKERSFIELD, PUBLIC WORKS DEPT. GENERAL SERVICES DIVISION. 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS 1. STORM DRAIN PIPE AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. GASKET JOINTS PER ASTM SPECIFICATION C -76, UNLESS OTHERWISE NOTED ON THE 17. AN OPEN STREET PERMIT SHALL O OBTAINED FROM THE CITY OF BAKERSFIELD PROVISIONS. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S -39 AND DETAILED CONTRACT PLANS. PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE ", OF THE STANDARD PERFORMED WITHIN THE RIGHT-OF-WAY RMI AND INSURANCE SHALL BE POSTED SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF SPECIFICATIONS AND THESE SPECIAL PROVISIONS. PRIOR TO ISSUANCE OF THE PERMIT. 18. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 PERFORMANCE GRADED THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE ROADWAYS SHALL MEET' THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED C THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, ASPHALT CONCRETE SHALL BE PG 64 -10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR INSTALLATIONS SHALL MEET CITY STANDARD S -39. ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AS OR "STEAM- REFINED PAVING ASPHALTS," IN SECTION 92 -1.02, "GRADES," OF THE STANDARD HYDROSTATIC TESTS SPECIFIED BY SECTION 65 -1.08 "LAYING SIPHON AND PRESSURE CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF SPECIFICATIONS. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. PIPE', OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. THE "GREENBOOK ". 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY 2. BRACING AND SHORING REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS SECTION 65- 1.06B, "RUBBER GASKETED JOINTS ", OF THE STANDARD SPECIFICATIONS. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ENGINEER. CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND CI TY ENGINEER'S REVIEW AND APPROVAL: REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. CI THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING STREET TREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT A. A LIST OF AGGREGATE AND ASPHALT SOURCES. TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING REJECTED. REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM CONTRA CONTAALING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE TO WITHIN THE CITY' TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM 0-1557. TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD BACKFILL AT ALL TIMES. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT 20, COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SUBDIVIDER /CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. 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 PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS HALL BE DETERMINED BY THE CITY ENGINEER. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE 21. DUST CONTROL LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE PROHIBITED ON THIS PROJECT. OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. PROVISIONS OF SAID PLAN. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 22. NORM WATER POLLUTION PREVENTION 3. TRENCH BACKFILL WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (S PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. . FOR CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF O THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. WITH THE PROVISIONS OF SAID PLAN. OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE," OF THE ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM STANDARD SPECIFICATIONS SHALL BE MET. SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. 23. CONSTRUCTION OPERATIONS SHALL BE ACTIVELY IN PROGRESS ONLY BETWEEN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND HOURS OF 8:30 A.M. - 4:00 P.M., MONDAY THROUGH FRIDAY, EXCEPT LEGAL 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL ACCORDANCE WITH CITY STANDARD S -39, EXCEPT THAT COMPACTION SHALL BE NO LESS SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF TH HOLIDAYS. WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS, A BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30 ") FROM FINISHED GRADE. E LIMITS OF CONSTRUCTION. WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. MINIMUM OF ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET IN WIDTH, SHALL T BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO OPEN FOR USE BY PUBLIC TRAFFIC. WHERE CONSTRUCTION OPERATIONS ARE NOT ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED ACTIVELY IN PROGRESS, NOT LESS THAN TWO SUCH LANES SHALL BE OPEN FOR USE 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER OR INCORRECTLY CUT. BY PUBLIC TRAFFIC. PUBLIC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS OTHERWISE PERMITTED BY THE CITY ENGINEER. AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. AND, IF HALF -WIDTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED TO USE THE SIDE OF THE ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS 2. BORED /JACKED PIPE NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY SHAPING OF SHOULDERS ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND NECESSARY FOR THE ACCOMMODA11ON OF PUBLIC TRAFFIC THEREON DURING PAVING PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED SHALL BE PLACED IN LAYERS NOT EXCEED CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED /JACKED PIPE SHALL BE EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE OPERATIONS. TO FORM SMOOTH, TAPERED CONNECTIONS. SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH IN COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE ER TO EXPEDITE THE PASSAGE OF PUBLIC TRAFFIC THROUGH OR AROUND THE 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE WORK AND WHERE ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL, AT HIS OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE ABOVE THE PIPE ZONE WILL BE ALLOWED. E OWN EXPENSE, FURNISH, INSTALL AND MANTAIN CONSTRUCTION AREA SIGNS, LIGHTS, LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL FLARES, TEMPORARY RAILING (TYPE K), BARRICADES, AND OTHER FACILITIES FOR NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING /JACKING OPERATIONS THE SOLE CONVENIENCE AND DIRECTION OF PUBLIC TRAFFIC. ALSO, WHERE ACTED DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMP SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT DISPOSAL OF THE CONTRACTOR. FLAGMEN WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR PUBLIC TRAFFIC THROUGH OR AROUND THE WORK. OTHER APPROVED BOND BREAKER, MAY BE PLACED CONFORMS TO FACILITATE THE REMOVAL OF THE THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF CONFORMS WHEN PAVING OPERATIONS RESUME. IN -SITU MATERIALS. BORING /JACKING OPERATIONS PRIOR TO BORING OR JACKING. 24. REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING ACHIEVING FIRM BEDDING BELOW PIPE SffiLRQI INE CONTRACTOR SHALL PROVIDE "FIRM BORING /JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER MARKINGS TO BE REMOVED WILL BE AS SHOWN ON PLANS AND AS DESIGNATED BY THE OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE ENGINEER. ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON SPECIFICATIONS. ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE FULLEST EXTENT ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED THE PLANS. POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. WHERE BLAST CANING IS HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE USED FOR THE REMOVAL OF PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, THE TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE INSTALLATION THE EXCAVATION AREA SHALL BE SHIELDED SO THAT NO MATERIAL FROM THE BLASTING OPERATION IS UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING AND COUPLINGS SHALL BE AVOIDED. SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR - BLONG ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE PUBLIC TRAFFIC. SAND OR OTHER OPERATIONS RESUME. WISAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS APPROVAL. AND MARKINGS SHALL BE REMOVED AS THE WORK PROGRESSES. ACCUMULATIONS OF 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL THIS WALL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE WITH DRAINAGE OR MIGHT DENSITY AS DETERMINED BY ASTM 0 -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE SHOVEL- SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL CONSTITUTE A HAZARD TO TRAFFIC WILL NOT BE PERMITTED. WITH CALIFORNIA TEST 375. UP TO THE QUARTER POINT OF THE PIPE. TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC 14. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER INITIAL BACKFI i "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321 -8 SHALL BE USED WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR PATTERN. THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID SHALL FURNISH AND INSTALL BREAST30ARDING AND /OR FACE CLOSURE WITH REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND /OR CLOSING THE WORK FACE. BLAST CANING FOR REMOVAL OF TRAFFIC STRIPES SHALL BE FEATHERED OUT TO BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH IRREGULAR AND VARYING WIDTHS. PAVEMENT MARKINGS SHALL BE REMOVED BY BLAST OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. A CLEANING A RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, SO THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID OLD MESSAGE CANNOT BE IDENTIFIED. TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL BE APPLIED IN CONFORMANCE WITH THE PROVISIONS IN SECTION 37, BITUMINOUS SEALS ", DENSITY REQUIREMENTS. OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE 3. MINOR STRUCTURES RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA - HAMMER WILL NOT BE OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS PERMITTED. EITHER HER LESS THAN 90% OR MORE THAN 96 %, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF IN TRAFFIC STRIPE REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED OVER THE SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE SEC11ONS 70 -1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS AVERAGE WIDTH OF 2 FEET ON EACH SIDE OF THE BLAST CLEANED TRAFFIC STRIPE REMOVAL AREA. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE S -7 AND S -8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND /OR ROLLING, STANDARD S -12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED TO THE A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. PLANS. BLAST CLEANED RECTANGULAR AREA. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND /OR ROLLING, THE BACKFILL THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE STRENGTH REQUIREMENT OF ASST. C- -478. EACH SUCCESSIVE MANHOLE SECTION SHALL FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL AS SPECIFIED HEREIN BE SUBSTITUTED WITH PARAFFIN. SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE FOOT DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND /OR ROLLING BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A FOR REMOVAL OF TRAFFIC STRIPE AND PAVEMENT MARKING AND NO SEPARATE PAYMENT C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. BEFORE SUCCEEDING LAYERS ARE PLACED. WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET WILL BE MADE THEREFORE, NOTHING IN THESE SPECIAL PROVISIONS SHALL RELIEVE THE PLUMB. CONTRACTOR FROM HIS RESPONSIBILITIES AS PROVIDED IN SECTION 7 -1.09, "PUBLIC 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE -HALF (2 -1/2) FEET OF SAFETY," OF THE STANDARD SPECIFICATIONS. TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND /OR 4. ADJUST SURVEY MONUMENT ENCASEMENTS ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, STREETS, THE BACKFILL WITHIN TWO AND ONE -HALF (2 -1/2) FEET OF FINISHED S, IN SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84 -2, "THERMOPLASTIC PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90 %) RELATIVE NTH THESE SPECIAL PROVISIONS, AND CITY STANDARD S INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, TRAFFIC STRIPES AND PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS. B. REMOVAL AND REPLACEMENT, OR COMPACTION. ACCORDANCE WI C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A PAVEMENT MARKERS. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT SUBSEQUENT BACKFILL PLACED BY TAMPING AND /OR ROLLING SHALL BE FREE FROM MINIMUM OF THREE DAYS. MARKERS" OF THE STANDARD SPECIFICATIONS. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE TRAFFIC DELINEATION. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE MATTER, OR OTHER UNSATISFACTORY MATERIALS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DELINEATION IS PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON- STREET AREAS. A MINIMUM OF ONE DAY. OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND ALL OBLITERATED PAVEMENT DELINEATION WITH TEMPORARY DELINEATION DURING THE THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. BACKFILL TESTING AN COMPACTION- TESTING OF BACKFILL MATERIALS AND COMPACTION THE MONUMENT WILL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS. SAME WORK PERIOD, AND IN NO CASE LATER THAN 7:30 A.M. FOLLOWING SUCH WORK A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. SHALL BE IN ACCORDANCE WITH SECTION 19, EARTHWORK" AND SECTION 6 -3, CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. PERIOD. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE "TESTING ", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF TEMPORARY DELINEATION CONSISTS OF REFLECTIVE TRAFFIC LINE TAPE APPLIED IN PIECES CITY ENGINEER. PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INCHES WADE, SPACED NO MORE THAN 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) NEXT LAYER IS PLACED. 20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES. APPLY CONFORMING TO SECTION 200 -2.2 OF THE "GREENBOOK ". BASE MATERIAL FOR LOCAL AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD REFLECTIVE TRAFFIC LINE TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET TEMPORARY DELINATION MUST BE THE SAME COLOR AS THE PERMANENT DELINEATION. CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOK .......... WHICH ALLOWS UP TO 50% OF THE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S -39 RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE REMOVE TEMPORARY DELINEATION APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL TO BE ALLOWED. ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (907.) RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PRIOR TO APPLYING ASPHALTIC EMULSION TACKCOAT FOR ASPHALT CONCRETE OVERLAY. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. RELATIVE COMPACTION FOR THE TOP FINISHED 30 ", AND SHALL BE DETERMINED BY PERMIT. CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, "TRAFFIC 20. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL CONFORM OF THE FOLLOWING D2922 OR 01556. STRIPES & PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL THE FOLLOWING: PROVISIONS. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE- EXCAVATED AND RE- COMPACTED. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT THE GRADE ESTABLISHED BY THE ENGINEER. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND MARKINGS ". LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS," AND THESE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 4. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SPECIAL PROVISIONS: FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. STANDARD DRAWINGS S -7, S -8, AND S -21 AND SECTIONS 70 -1.02H AND 71 -1.07 OF THE PAVEMENT STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, THE STANDARD SPECIFICATIONS. SHALL BE PLACED WITH RAPID SET EPDXY PER SECTION 95 -2.04 OF FICATIONS. CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S -20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL, IN A GROOVED FOUNDATION. I -\ t t -% f 'Cff/ or rn 0 r� M M o z o0 U cr 't Z wO I Q J W U t z 00 J � w cD c c: a� w Y m o � cfl \ r0 \ � o J Q r } m m o W � U > U a Cl m Z < N aa 0 < ac r N Q z V CL W V J 0 < z W O to '♦ H W < cr a W v d o g 0 J w 0 W w N I c LL 0 Z < N aa < ac r N Q V CL W V J c .d < z W O to '♦ H W < cr a W v d o g 0 J W w N I c LL 0 LLI z. QI � � I I rJX1\1N Ar COUNTRY SJ-JJFFJNr rr 1\J rr T' II W II ¢ II U II � II _j Q II —i Y II —i �M QOO mC3 01 ma- LAj mom^ ww 0 0 O v0 pCD La,Oc6 c � I ° OVA m0� O O O 41+ w�LOn+ ¢Ln+ in+ to 03 ntoo w Lo n 00 d' O N I m0 <u) + QLo+ U' -i J -j N U' J N m J CV 3a UQ Ua �¢ Ud I`�a ~ O~ I to e+', VI N N M M to 00 N I� N O n O O Ln }_ co Q M rn + + N N N -ce I cm 3 n N N cn H H H N ,n N 17 +00 18 +00 19 +00 20 +00 21 +0 I STREET SIGN I I i 6 TO BE RELOCATED I b TRAFFIC SIGNAL OX I o 1 ° TO BE RELOCATE o 5 I 1 Ln FIRE HYDRANT -� �- II � 3 O ci °nLo J N 0E- V N 22 +00 N 0'01'18" E 1299.39' - + - - - - J - -- -a DETAIL "A" I I _I I I I BE RELOCATED R/W C1 R/W (23334%\0' �� 1 "° i CONSTRUCT I Q CONSTRUCT BUS SHELTER Ct 3 ^ II 6 Z U FIRE HYDRANT ASSEMBLY - ,., FIRE HYDRANT ASSEMBLY- _ Q p COFFEE ROAD (STA. 17 +80.31 TO 22 +99.39) SCALE: 1" = 50' HORIZONTAL PER OF COB STD. W -3 RADIUS I j " R/W cf Z � 11. w W PER OF COB STD. W -3 388 o W d CL STREET SIGN co ELEV M M _ Cl POINT OF INTERSECTION TO BE RELOCATED M M I Q i W Li _. ��- � w m PIVC POINT OF INTERSECTION TC J CT O 384 F 00 I 90' 160' COMBINATION RIGHT TURN LANE AND BUS TURNOUT o �I o+ w N O N po UHto OF t v ± w N Q N W � U�OW f I ^ r PHJT \EZ J EX. R /W--- N o_ I O M UV)<c Wto00 I w t^ I \\ '�1 /'1 �JJ-1v J WUIa0 mN00 ClrNZp N p U O Q PA R C r I ]\/]J/\- 1 1 12 376 WESTFIELD ROAD COFFEE ROAD (STA. 17 +80.31 TO 22 +99.39) SCALE: 1" = 50' HORIZONTAL 376 12' CROSS GUTTER 0.42% SLOPE 388 LEGEND: RADIUS LENGTH J DELTA 388 - - - -- d CL - co ELEV M M BCR Cl POINT OF INTERSECTION ECR Li J > La Li _. ��- + + _ > W PIVC POINT OF INTERSECTION TC J M O 384 F 00 . CD INV L5 Q W Z - m+ (T, W Q p F- - --i --_ -__ _- Q W � � m In W N p U O Q <a m 380 -- -- 376 M M _- FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 380 W S =- 0.21% 376 12' CROSS GUTTER 0.42% SLOPE 388 368 - 18 +00 19 +00 20 +00 LEGEND: RADIUS LENGTH J DELTA -- FLOWUNE POVC 384 CL CENTERLINE B VC BEGIN VERTICAL CURVE ELEV N ehI END VERTICAL CURVE BCR Cl POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC + + POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB N N TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC 380 INV L5 REINFORCED CONCRETE PIPE - _ — - RUBBER GASKETED JOINT S= -0.32% FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. C) m EXISTING SURVEY MONUMENT W z + O Q FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. -c>- 376 M M FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD, ST -14. FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 380 W S_o uj j uj U.1 J - w w � a a � - S =0.65% STANDARD SPECIFICATION PTH- 02ALKYD. PHASE BOUNDARY S= -0.59% 1 S =0.63% 372 368 - 18 +00 19 +00 20 +00 r 1c IA 388 I I I I 17 +a0 I EXISTING CURB & GUTTER I I I I CURVE TABLE LEGEND: RADIUS LENGTH ABBREVIATIONS DELTA FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE B VC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT �^ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. C) m EXISTING SURVEY MONUMENT SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. -c>- FURNISH & INSTALL STREET UGHT -5800 LUMEN PER C.O.B. STD. ST -14. E FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD, ST -14. r 1c IA 388 I I I I 17 +a0 I EXISTING CURB & GUTTER I I I I CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 30.00' 47.12' 30.00' 90100'00" C2 30.00' 47.42' 30.30' 90'33'51" 368 368 �..- - - - -� -- - -- - - -- - - - - -- 21 +00 21+00 22 +00 (STA. 17 +80.31 TO 22 +99.39) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 2 rO.M TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION — 40' 5' i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: _ _ p STORM DRAIN LINE "R1 -1" - STOP I L_ U < W "R6 -1" - ONE WAY "W1 -6" - SINGLE ARROW 384 ao M ; ._ _..._ _ _ a: m+ 0 fl: m + 'R26(CA)° - NO PARKING "W3 -3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY UJ O SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN +0 0 K QQ D:Q U "R81 (CA)" - BIKE LANE "S4 -2" - WHEN CHILDREN ARE PRESENT N N --- W- m in "W31(CA)" - END C) m ® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE "W14 -1" - DEAD END "R2 -1" - SPEED UMIT 20 - - -- ----- - - - -�- - -I - -- - - "W14 -2" - NO OUTLET Q] cn V, SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 380 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS S_o - IR — - - - S =0.65% STANDARD SPECIFICATION PTH- 02ALKYD. PHASE BOUNDARY S= -0.59% _ _ _ S =0.63% Tg3 TR5 TR6 I to � TRACT BOUNDARY FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 376 < 0.55' AGG. BASE TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE Lo — PROPOSED EDGE OF PAVEMENT O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB E M M M m M NUMBER FOR TAPER DESCRIPTION ALONG CURB CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING ECTION LETTER O ITEM OF WORK - SEE SCHEDULE * MATCH EXISTING STREET GRADE A La > > > J M> O II W ANY CONFLICTS. O W W NOTES: 372 ` ~ a Q W 1. ALL CATCH BASINS TO BE TYPE °A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. 3 tL) cv < � Q SCALE: 1"=10' HORIZONTAL 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER — U¢oca 1 " =5' VERTICAL CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD UNLESS OTHERWISE NOTED. c�c~i�°zo 368 368 �..- - - - -� -- - -- - - -- - - - - -- 21 +00 21+00 22 +00 (STA. 17 +80.31 TO 22 +99.39) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL J X000) o6 ad o6 M M M La La Ld w w w a a a M 388 i cn N 384 cn cn r- N N tat tl/1 4f 23 +00 0 376 372 .: PH-A -ter rTRAFFIC SIGNAL BOX TO BE RELOCATED I I Flr J I F.rl\R(Cr 1 IMAM '12 1 '12 STRIPING PLAN COFFEE ROAD SCALE: 1" = 50' HORIZONTAL STREET SIGNS TO BE REL CITED I _ I I I \ I \ I W CONSTRUCT \ I FIRE HYDRANT ASSEMBLY I Z PER OF COB STD. W -3 _ J a O Of � J ow =w I wm 0_ �O I DETAIL "A" SCALE: 1" = 20' R/W I i• I I ` I II 1 WESTFIELD ROAD 388 384 REPLACE CATCH BASIN COVER WITH MH COVER TO CONVERT TO JUNCTION STRUCTION PER APWA STANDARD PLAN 327 SEE DETAILS ON SHEET 1 M41 376 I ui 372 INV 18" RCP M > 370 a J II ZL�i? W V7 J Q�J = wL� o mr� a a N � W M ac U N Z n _z CONSTRUCT 10 LF OF 18" RCP A 0.12% B SECTION SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 2 rO.M TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION R1 -1 40' 5' i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: _ _ p STORM DRAIN LINE "R1 -1" - STOP "W1 -7" - DOUBLE ARROW Q TELEPHONE MANHOLE "R6 -1" - ONE WAY "W1 -6" - SINGLE ARROW "R5 -1' - DO NOT ENTER "Wt -1" - CURVE ARROW 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE 'R26(CA)° - NO PARKING "W3 -3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY "W3 -1" - STOP AHEAD O SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN "R4-7' - KEEP RIGHT "S5 -2" - END SCHOOL ZONE "R81 (CA)" - BIKE LANE "S4 -2" - WHEN CHILDREN ARE PRESENT 5 SANITARY SEWER LINE "W31(CA)" - END "S4 -3" - SCHOOL ® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE "W14 -1" - DEAD END "R2 -1" - SPEED UMIT 20 - - -- ----- - - - -�- - -I - -- - - "W14 -2" - NO OUTLET SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT UNIT STANDARD PLAN R.S.P. A88A -CASE A. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) IR FURNISH & INSTALL IRRIGATION CONDUIT STANDARD SPECIFICATION PTH- 02ALKYD. PHASE BOUNDARY Ic FURNISH & INSTALL INTERCONNECT CONDUIT o- Tg3 TR5 TR6 COB TYPE B O1 CURB & GUTTER � ■ ■ � ■ ■ � ■ ■ � TRACT BOUNDARY FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12 ". 0.55' AGG. BASE TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE — — PROPOSED EDGE OF PAVEMENT O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB 1.0' COMPACTED O.G. SECTION DESIGNATION: OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING ECTION LETTER O ITEM OF WORK - SEE SCHEDULE * MATCH EXISTING STREET GRADE A _ _ _ _ _ SECTION LINE 1.5% MIN. - 3 -5% MAX. ANY CONFLICTS. SHEET SECTION IS LOCATED J X000) o6 ad o6 M M M La La Ld w w w a a a M 388 i cn N 384 cn cn r- N N tat tl/1 4f 23 +00 0 376 372 .: PH-A -ter rTRAFFIC SIGNAL BOX TO BE RELOCATED I I Flr J I F.rl\R(Cr 1 IMAM '12 1 '12 STRIPING PLAN COFFEE ROAD SCALE: 1" = 50' HORIZONTAL STREET SIGNS TO BE REL CITED I _ I I I \ I \ I W CONSTRUCT \ I FIRE HYDRANT ASSEMBLY I Z PER OF COB STD. W -3 _ J a O Of � J ow =w I wm 0_ �O I DETAIL "A" SCALE: 1" = 20' R/W I i• I I ` I II 1 WESTFIELD ROAD 388 384 REPLACE CATCH BASIN COVER WITH MH COVER TO CONVERT TO JUNCTION STRUCTION PER APWA STANDARD PLAN 327 SEE DETAILS ON SHEET 1 M41 376 I ui 372 INV 18" RCP M > 370 a J II ZL�i? W V7 J Q�J = wL� o mr� a a N � W M ac U N Z n _z CONSTRUCT 10 LF OF 18" RCP A 0.12% B SECTION SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 25 0 50 100 50 12.5 s, l - ) 2-) �-- m m T 11' 40' 5' MOW V) Z o: CONSTRUCTION NOTES: � U I EXISTING MEDIAN O MATCH EXISTING O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. GRADE I 2 %* 22A% u' VARY IES CONSTRUCT 2 CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. - -- MI - - -- ----- - - - -�- - -I - -- - - O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL s UNIT STANDARD PLAN R.S.P. A88A -CASE A. O SIDEWALK ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. 0.45' A.C. PAVING o- OCONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE COB TYPE B O1 CURB & GUTTER EXISTING PAVEMENT TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12 ". 0.55' AGG. BASE © MATCH EXISTING CURB AND GUTTER LOCATION AND ELEVATION 1.0' COMPACTED O.G. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING 95% RELATIVE DENSITY * MATCH EXISTING STREET GRADE CURB & GUTTER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF 1.5% MIN. - 3 -5% MAX. ANY CONFLICTS. NOTES: A COFFEE ROAD 1. ALL CATCH BASINS TO BE TYPE °A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. 3 FROM SEA. 17 +80.31 TO SEA. 22 +99.39 SCALE: 1"=10' HORIZONTAL 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER 1 " =5' VERTICAL CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD UNLESS OTHERWISE NOTED. T1 =9 R =57 25 0 50 100 50 12.5 s, l - ) 2-) �-- m m V) Z O V) W o- 0