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Home My WebLink About1.1-6183 Record DrawingsSTANDARDS: aJRB AND GUTTER TYPE 'B' PER PLATE ST -1 CITY SUBDIVI- SION STANDARDS 2. STANDARD CHAIN LINK FENCE PER PLATE D -12 CITY SUB- DIVISION STANDARDS. 3. STANDARD CHAIN LINK GATES PER PLATE D -13 CITY SUB- DIVISION STANDARDS. 5. STANDARD CATCH BASIN TYPE 'A' PER PLATE D -14 CITY SUBDIVISION STANDARDS. 6. STANDARD SIDEWALK - COMBINATION TYPE PER PLATE ST -3 CITY SUBDIVISION STANDARDS. 7. STANDARD SURVEY MONUMENT PER PLATE ST -13 CITY SUBDIVI- SION STANDARDS. 8. STANDARD WHEEL CHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A -MA. 9. STANDARD RESIDENCE DRIVEWAY PER PLATE ST -4 & T -12 CITY SUBDIVISION STANDARDS. 10. STREET CROSS SECTIONS PER PLATE ST -11 CITY SUBDIVI- SION STANDARDS. 11, STREET SPECIFICATIONS PER PLATE ST -9 CITY SUBDIVI- SION STANDARDS. 12. STANDARD STREET LIGHT - MAST ARM TYPE PER PLATE ST -14 CITY SUBDIVISION STANDARDS. 13. STANDARD CROSS GUTTER PER PLATE ST -17 CITY SUB- DIVISION STANDARDS. `gym "A PRE- CONSTUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT THE CONSTRUCTION DIVISION AT (661) 326 -3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR PRE - CONSTRUCTION CONFERENCE." PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONST- RUCTION. 1- 800 - 227 -2600 ENGINEER'S STATMENT; I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVI- SORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN- DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. ROBERT E. SMITH RCE 35473 EXP. 9 -30 -15 DATE L TOLL FREE 00- 227 -2600 .EAST TWO DAYS bLFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CITY OF B E LD TRACT No. CONSTRUCTION STREET PLANS BENCH MARK USED: INTERSECTION ROSEDALE HWY AND OLD FARM RD. BM NO. 3 -114 n ru znr -rn 6`183 PLANS PROFILES BASIS OF BEARINGS: THE BEARING OF N 00 °48'21' E PER PARCEL MAP 4244 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. 11110 1 ml VICINITY MAP NOT TO SCALE SECTION 25, T29S, R26E w Q 6, =L� I Q 00 LrJ 00 CD cf) LO a I o-7t7� a_ � z QOo :5 O IV m I- v Q m F— TRACT MAP NO. 4908 MAP BOOK 36, PAGE 63 N 89'10'05" W 659.81 ZONING: R —S LEGAL DESCRIPTION PARCEL 1 OF PARCEL MAP NO. 4244 SEC 25- 29S -26E, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA 6' CURB & GUTTER 1,449 L.F. EXP. 12 -31 -15 4' CONCRETE SIDEWALK 7,999 S.F. OF BAKERSFIELD 6' CONCRETE DRIVEWAY 1,404 S.F. A.C. PAVING (44,560 S.F.) 1,152 TONS INDEX AGG. BASE 1,891 C.Y. SAWCUT 365 L.F. SHT. NO. SHEET DESCRIPTION WHEEL CHAIR RAMPS 2 EA. _ STREET NAME SIGNS 2 E.A. 1. TITLE SHEET STREET LIGHTS 3 E. A. SURVEY MONUMENTS 2 EA. 2. ,�-NOTE SHEET 3. l° _Pil SIERRA LANE 4. JEWETTA AVENUE 5. INTERCONNECT DETAIL ADDITIONAL NOTES OWNER: GIBBONS & WHEELAN, INC. 3809 STOCKDALE HWY. BAKERSFIELD, CA 93309 ENGINEER: SMITHTECH /USA, INC. 1424 17TH STREET BAKERSFIELD, CA 93301 02/26/2014 NOTE: SEE SHEET TWO FOR ADDITIONAL NOTES Drawing File: FSTR6183 LEGEND: CL - CENTERLINE DW - DRIVEWAY FL - FLOWLINE BCR - BEGIN CURVE RETURN ECR - END CURVE RETURN PI - POINT OF INTERSECTION EC - END CURVE BC - BEGIN CURVE PIVC - POINT OF INTERSECTION VERTICAL CURVE POVC - POINT ON VERTICAL CURVE BVC - BEGIN VERTICAL CURVE EVC - END VERTICAL CURVE PRC - POINT OF REVERSE CURVE PCC - POINT OF COMPOUND CURVE 1\1 c» i V VJ VV 11) U�7.0 1 TRACrBOUNDARY PARCEL 2 OF PARCEL MAP NO. 4244 P.M. BOOK 19 PAGE 130 ZONING: R -S -5A TiECORtD DRAWING' , CORRECTIONS DATE —/t7 "2- � N 140. 3_5473 I Exp. 9- :ice -i7 -� ? ,f A OF Ciz1 4gOFESSION E. w No. 35473 t1-1 9/30/15 1-0 �OF CIVI CALx�� TOTAL ACREAGE TOTAL ACREAGE: 4.66 GROSS AC TOTAL LOTS: 12 BUILDABLE 00 a; N rr; a� co N SSA-: 1" _ 100' 0 R i00Fr 200 Fr 300 F REVIEWED BY: TRAFFIC ENGINEER: __ �- - - - -- REVIEWED BY; �� r �-_ 3 f I i L= APPROVED BY: ASSISTANT PUBLIC WORKS DIRECTOR RAUL M. ROJAS RCE 39880 EXP. 12 -31 -15 PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD SmithTech USA INCORPORATED THE HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD, CA 93301 (661) 327 -8492 TRACT No. 6183 0 oD 1 00 O z zz n Q IV STREET PLANS &PROFILES ROBERT E. SMITH RCE 35473 DATE JOB N0. - 13 -104 SHEET 1 OF 5 SHEETS NOTES: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. 326 -3049 2• COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ SUBDIVIDER /CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 3. AN "S" SHALL BE STAMPED ON FACE OF CURB INDICATING LOCA- TION OF SEWER LATERAL- 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL UNDERGROUND IMPROVEMENTS, WITHIN THE AREA OF THE STREET RIGHT OF WAY, HAVE BEEN COMPLETED PRIOR TO THE START OF ANY CONSTRUCTION OF PAVING. 5. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE LOT LINE WHERE THEY HAVE BEEN INDICATED ON THESE PLANS. THE CONTRACTOR SHALL ENSURE THAT ALL LIGHTS & SIGNS ARE PROPERLY INSTALLED. 6. 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. 7. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD ST -22. 8. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE FOR WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 9. 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 APPROVAL LIST OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER ASPHALT CONCRETE PAVING NOTES: 1. ASPHALT CONCRETE (TYPE 'B'). ASPHALT CONCRETE SHALL BE TYPE "A' MODIFIED FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE 'B' MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE,' OF THE STANDARD SPEC- IFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE 'A' (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE ", OF THE STANDARD SPECIFICATIONS FOR FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE 'A" (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE "B" (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM - REFINED PAVING ASPHALTS ", IN SECTION 92 -1.02, "GRADES', OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEERS REVIEW AND APPROVAL A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, 'AGGREGATE', OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TESTS RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH THE CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D -2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE' OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS, 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OF LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 02/26/2014 Drawing File: FSTR6183 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC, KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, ARE TO BE ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96% , THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTORS EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD 'B' SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SEC11ON 42 -2.02, 'CONSTRUCTION ", OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200 -2.2 OF THE "GREENBOOK -. BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE 'GREENBOOK ........ WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT 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 PLACED ON ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. R/W i 6' BLOCK WALL 11' ** PAD (114- STANDARD 5.5' SIDEWALK PER CITY STANDARD S -3 3' BELOW FL NOTES: MAXIMUM CROSS FALL TO LOW GUTTER SHALL BE 0.5' * SLOPE FROM HIGH GUTTER ** SEE PLAN SHEETS B.O.W. TO R.O.W. /EASEMENT - 4:1 MAX. 2% MIN. CITY C)F BAKERSFIELD TRACT No. 6183 CONSTRUCTION PLANS STREET PLANS AND PROFILES R/W I 6' BLOCK WALL 11' ** PAD I j1/4w STANDARD 5.5' SIDEWALK PER CITY STANDARD S -3 .3' BELOW FL NOTES: MAXIMUM CROSS FALL TO LOW GUTTER SHALL BE 0.5' * SLOPE FROM HIGH GUTTER ** SEE PLAN SHEETS B.O.W. TO R.O.W. /EASEMENT - 4:1 MAX. 2% MIN. m PAVEMENT TO BE REMOVED AND RECONSTRUCTED. E 45' ** 22' -34' 2' W 4 uj X 3 4% NAX. .lII =III =III =III _ =III - bill I.\\ GRADE LINE CONST. TYPE "B" CURB & GUTTER WITH 4.5' STANDARD TYPE SIDEWALK PER CITY STANDARD ST -3 ,01 PAVEMENT TO BE REMOVED AND RECONSTRUCTED. EXISTING 45' 45' 45' ** R W 22' - 34 34' 11' 2' W I SAWCUT 1' AND N � , I _- MATCH EX. PAVEMENT i AS DIRECTED BY W CITY ENGINEER 3.4% ►AAX. - - 111111_ - III = 111°111- III =III- -III_III_111 III- it = I -III =11� ROUGH7 n- GRADE LINE STA. 12 +18.60 - 13 +29.98 COLLECTOR - JEWETTA AVENUE CITY OF BAKERSFIELD PLATE S -27 - REVISED N.T.S. CROSS SECTION T. 1. 6.5 R- VAL 78 .30' A.C. OVER .40' C.A.B. OVER .80' 95% COMP. O.G. EXISTING 45. ** FL R/W 34' 11' _ 2' �f - -III 11I- STA. 10+00.00 - 12+18.59 COLLECTOR - JEWETTA AVENUE CITY OF BAKERSFIELD PLATE S -27 - REVISED N.T.S. CROSS SECTION T.1. 6.5 R -VAL 78 .30' A.C. OVER .40' C.A.B. OVER .80' 95% COMP. O.G. SAWCUT 1' AND MATCH EX. PAVEMENT AS DIRECTED BY CITY ENGINEER nnn RAW 26' 26' Et RAW 20 20' 8' 18' :* 18' ** 8' 1 4' PER. L F ' _ 2 2% 2q 2' 1 4 PER. FT. 2:1 = it u = III_nl -iil Ili !li =1 __ .3' BELOW FL ROUGH GRADE LINE .3' BELOW FL PAD �_ No-35473 x Exp. 9 -3C -17 4gOFESS10* w vo No. 35473 9/30/15 CIVIL OF CALV�� NOTES: CROSS SECTION - 60 R/W MAXIMUM CROSS FALL TO CITY OF BAKERSFIELD PLATE S -27 - REVISED N.T.S. LOW GUTTER SHALL BE 0.5' TYPE "A" LOCAL STREET * SLOPE FROM HIGH GUTTER ** SIERRA LANE SEE PLAN SHEETS T. 1. 4.5 R- VAL 78 .25' A.C. OVER .40' C.A.B. OVER .50' 95% COMP. Q.G. 'RECOP.D DRAwNw CORRECTIONS BY: DATE ,c - �/� SmithTeclh USA INCORPORATED THE HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD, CA 93301 (661) 327 -8492 TRACT No. 6183 STREET PLANS &PROFILES ROBERT E. SMITH JOB NO. - 13 -104 2s-11,111 RCE 35473 DATE SHEET 2 OF 5 SHEETS M-3 /, i -��3 C2P MODEM INTERCONNECT /TERMINAL BLOCK TB -1 TB -1 TB -2 TB -3 (Comm In) T13-4 (Comm in) TB -5 (Comm Out) TB -6 (Comm Out) O INPUT PANEL #4 WIRE COLOR ASSIGNMENTS PIN FUNCTION WIRE COLOR TB -1 WIRE COLOR MODEM HARNESS INTERCONNECT CABLE A AUDIO IN WHITE TB1 -3 WHITE B AUDIO IN BLACK TB1 -4 BLACK C AUDIO OUT RED TB1 -5 BLACK E AUDIO OUT GREEN T131-6 GREEN TB -1 TB -1 TB -i TB -2 TB -3 (Comm In) TB -4 (Comm In) TB -5 (Comm Out) TB -6 (Comm Out) O O TB -1 TB -2 TB -3 (Comm In) T13-4 (Comm in) TB -5 (Comm Out) TB -6 (Comm Out) O O INTERSECTION INTERSECTION LOCATION A LOCATION B INTERCONNECT DETAIL 15mm) 2 "(50mm) CONDUIT 2 "(50mm) CONDU 3"(75mm) KNOCKOUT CLEAN CRUSHED - ROCK SUMP, SEE STD PLAN ES -8 FOR ADDITIONAL DETAILS. NO.5 PULLBOX WITH EXTENSION (NO.S PUILBOX WITH EXTENSION SIMILAR) M INSTALL 2 "(50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK WITH PULL BOXES AT 400'(120m) MAXIMUM INTERVAL. PULL BOXES SHALL BE NO. 5 WITH EXTENSIONS AND KNOCKOUTS. CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXISTING SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 180 DEGREES. A PULL ROPE CONFORMING TO SECTION 86 -2.05C 'INSTALLATION" OF THE STANDARD SPECIFICATION SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INSTALLATION OF FUTURE CONDUCTORS. TRAFFIC SIGNAL INTERCONNECT SHALL BE INSTALLED ALONG ALL ARTERIAL STREETS AS PART OF THE STANDARD STREET IMPROVEMENT. OMISSION OF INTERCONNECT CONDUIT ALONG ARTERIAL STREETS MAY BE ALLOWED WHERE ACCEPTABLE ALTERNATE MEANS OF COMMUNICATION IS PROVIDED FOR IN THE CITY TRAFFIC COMMUNICATION MASTER PLAN. MULTI -DUCT CONDUIT IS REQUIRED ON ALL SONET BACKBONE ROUTES SHOWN ON THE CITY TRAFFIC COMMUNICATION MASTER PLAN LIDS SHALL READ "TRAFFIC SIGNAL" KNOCKOUT FOR 4 "(100mm) MULTIDUCT OR MULTI- CONDUIT SYSTEM (NOT REQUIRED FOR NO.5 PULLBOX) --{ F--- 3 "(75mm) MIN. CONDUITS SHALL BE SECTION B -B CAPPED IN PULL BOXES a •' e., •PIlIi S: :° .... • >0 . a BOX 0 VARIES R =4' MIN. VARIES R= 4'(1.2m) f (1.2m) SWEEP TO PULLBOX NM NOTE: TO BE USED ONLY WHEN CONDUIT IS ALLOWED TO BE PLACED AT GUTTER UP LINE. IN ALL OTHER CASES, CONDUIT IS TO BE LOCATED UNDER SIDEWALK AREA. INTERCONNECT CONDUIT DETAIL QgOFESSIO�,A E. w No. 35473 t-� `4 9/30/15 \4 c1VIti ��~T OFC&Xl �3 14S lfuLL 7 -Tip. 643 'RECORD DRAWING" CORRECTIONS BY: DATE /C- Z- S SinithTech*lJSA I N C O R P O R A T E D TRACT Na, 6183 IN TERCINNEC T CONDUI T DETAIL SHFET 5 OF 5 SHEETS