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HomeMy WebLinkAbout1.7-6453 1-2 AS BUILTSSITE PREPARATION GENERAL NOTES GENERAL SITE CLEARING SHOULD INCLUDE REMOVAL OF VEGETATION, EXISTING 1. ALL GRADING SHALL CONFORM WITH CHAPTER 33 - CALIFORNIA BUILDING (:ODE UTILITIES, STRUCTURES INCLUDING FOUNDATIONS, BASEMENT WALLS AND >volol� \ t19 120 121 440 AND STANDARDS PERTAINING THERETO. ALSO REFER TO SOILS REPORT FLOORS, EXISTING STOCKPILED SOIL, TREES AND ASSOCIATED ROOT SYSTEMS, SITE 2 PREPARED BY KRAZAN AND ASSOCIATES FOR THIS TRACT. ALL CUT AND /OR FILL SLOPES SHALL NOT BE SLEEPER THAN 1W0 (2) RUBBLE, RUBBISH, AND ANY LOOSE AND /OR SATURATED MATERIALS. STRIPPING SHOULD EXTEND TO A MINIMUM DEPTH OF 2 TO 4 INCHES, OR UNTIL ALL 78 HORIZONTAL TO ONE (t) VQii1tXF. ORGANICS IN EXCESS OF 3 PERCENT BY VOLUME ARE REMOVED. DEEPER 3. ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET STRIPPING MAY BE REQUIRED IN LOCALIZED AREAS. THESE MATERIALS. WILL NOT 91� 92 HORIZONTALLY OF THE TOP OF EXISTING AND /qt PLANNED SLOPES. BE SUITABLE FOR USE AS ENGINEERED FlLL. HOWEVER, STRIPPED TOPSOIL MAY 4. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER BE STOCKPILED AND REUSED IN LANDSCAPE OR NON - STRUCTURAL AREAS. 98 UNSUITABLE MATERIAL FOR A STRUCTURE FILL AND THE AREA SCARRED tOd tUi TO A DEPTH OF SIX (6) INCHES. FOLLOWING STRIPPING OPERATIONS, ALL DISTURBED AREAS SHOULD BE REt:4MPACIED. 5. FILL AREAS SLOPING SLEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AT A MINIMUM IT IS RECOMMENDED THAT THE EXPOSED SUBGRADE IN BUILDING PAD, EXTERIOR FLATWORK AND PAVEMENT AREAS, BE EXCAVATED/SCARIFIED TO A DEPTH OF 6. AND BENCHED TO SUPPORT FILL FILL MATERIAL SHALL BE PULED IN LAYERS NOT EXCEEDING SIX (6) AT LEAST 12 INCHES, WORKED UNTIL UNIFORM AND FREE FROM LARGE CLODS, 96 INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE MOISTURE-CONDITIONED AS NECESSARY AND RE(OMPACTED TO A MINIMUM OF 90 PERCENT OF t�AXN�IJM DENSITY BASED ON ASibt TEST 7. CONTENT BY AN APPROVED METHOD. FN(�IEER/BUILDING OFFICIAL MALL BE NOTIFIED FORTY EIGHT (48} HOURS METHOD D1557. LIMITS OF RECOMPACflON SHOULD EXTEND 5 FEET BEYOND STRUCTURAL ELEMENTS. THIS COMPACTION EFFORT SHOULD STABILIZE THE 8. PRIOR TO PLACING OF ANY FILL MATERIAL. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90X) PERCENT SURFACE SOILS AN LOCATE ANY UNSUITABLE OR PUANT AREAS NOT FOUND M� ��n � ��� � �� �� � CALIFORNIA DURING OUR FIELD BUDDING CODE SECTION 3305 ANO SO BY TESTS AND REPORTS FROM SOILS ENGINEER. BURIED LINES AND IRRIGATION LINES MAY BE ASSOCIATED IMTrI THE PREVIOUS AG2l- 9. ALL SLOPES IN EXCESS OF THREE (3) FEET IN VERTICAL HEIGHT SHALL BE CULTURAL DEVELOPMENT. IN ADDITION, A GAS LINE TRENDS NORTHWEST TO SOUTHEAST PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. THROUGH THE CENTRAL PORTION OF THE SITE. ANY BURIED STRUCTURES ENCOUNTER- 10. DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND ED DURING CONSTRUCTION SHOULD BE PROPERLY REMOVED AND /OR RELOCATED. THE ONE ( YINIM DEPTH ARE REWIRED AT TOP OF WT SLOPES RESULTING EXCAVATION SHOULD BE BACKFlLtED. EXCAVATIONS. DEP"RESSIOWS. OR WHEN EASING TERRAIN -SLOPES TOWARD TOP OF WT. SOFT AND PLIANT AREAS EXTENDING BELOW PLANNED FINISH SUBGRADE LEVEL SHOULD 11. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES. BE CLEANED TO FIRM UNDISTURBED SAIL AND BACK -Fl WITH ENGINEERED Fit.. 12 SURFACE DRAINAGE TO BE ONE (17L) PERCENT MINIbNlM, EXCEPT AS IN GENERAL., ANY SEPTIC TANCS, DENS PI1T, CESSPOOLS, OR SIMILAR STRUCTURES WAIVED BY THE BUILDING OFFICIAL SHOULD BE ENTIRELY REMOVED. WATER WELLS SHOULD BE ABANDONED IN 13. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN At:CORDl4NCE NTH KERN COUNTY STANDARDS. CONCRETE f001INGS SHOULD BE ACCORDANCE WI1H CHAPTER 70 OF THE CALIFORNIA BUILDING COQ. REMOVED TO AN EQUIVALENT DEPTH OF AT LEAST 3 FEET BELOW PROPOSED FOOTING 14, THE FACES OF ALL CUT AND Flll SLOPES SHALL BE PLANTED WITH A ELEVATIONS, OR AS RECOMMENDED BY THE SOILS ENGINEER. ANY OTHER BURIED GROUND COVER INDIGENOUS TO T{iE AREA. STRUCTURES SHOULD BE REMOVED IN ACCORDANCE WITH THE AILS ENGINEER. 15. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL THE RESULTING EXCAVATIONS SHOULD BE BAgCFltIID IM1H ENGINEERED FILL. DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WI1H THE PLANS, SPECIFICATION AIHI CODE WITHIN HAS PURVIEW. THE UPPER SOILS, DURING WET WINTER MONTHS, BECOME VERY MOIST DUE TO 16. ALL CONSTRUCTION EQUIPMENT SHALL BE TUNED AND MAINTAINED N THE ABSORPTION CHARACTERISTICS OF THE SOIL EARTHWORK OPERATIONS ACCORDANCE WITH THE MANlFAC1URER'S SPECIFICATIONS. PERFORMED DURING WINTER MONTHS MAY ENCOUNTER VERY MOIST, UNSTABLE 17. WORK CREWS SHALL SHUT OFF CONSTRUCTION EQUIPMENT WHEN NOT IN SOILS, WHICH MAY REQUIRE REMOVAL TO gtl1DE A STABLE BUILDING USE. FOUNDATION. PROJECT SITE WINTERIZATION CONSISTING OF PLACEMENT OF 1& ANY WORK IM11iIN EXISTING CITY RIGHT OF WAY WILL REQUIRE AN OPEN AGGREGATE BASE AND PROJECTING EXPOSED SOILS DURING THE CONSTRUCTION STREET PERMIT. PHASE SHOULD BE PERFORMED. 19. USA NOTE: A REPRESENTATIVE OF OUR FIRM SHOULD BE PRESENT DlM2MtG ALL SITE AFlY WORK ON THE PROJECT (1 -80t?- 227 - 2600). CLEARING AFB GRADING ORATIONS TO TEST AFIQ OBSERVE EARTHWORK 20. AN OPEN STREET PERMIT SHALL BE OBTAINED FR01►t THE CITY OF BAKERSFIELD CONSTRUCTION. THIS TESTING AND OBSERVATION IS AN INTEGRAL PART OF OUR PUBLIC WORKS DEPARTMENT FOR ANY WORKS PERFORMED WITHIN EXISTING SERVICE AS ACCEPTANCE OF EARTHWORK CONSTRUCTION IS DEPENDENT UPON ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION ALIT, COMPACTION OF THE MATERIAL AND THE STABILITY OF THE MATERIAL THE SOILS gq)rdP( BASED ON pN gppRpVEp EN E'S ESTIMATE FOR THE MARK ENGINEER MAY REACT ANY MATERIAL THAT DOES NOT MEET COMPACTION AND PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE STABILITY REQUIREMENTS. PURIFIER RECOMMENDATIONS OF THIS REPORT ARE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. PREDICATED t1P(Ni THE ASSUMPTION THAT EARTHWORK CONSTRUCTION WILL 21, IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT CONFORM TO RECOMMENDATIONS SET FORTH IN THIS SECTION AND THE DISCHARGE ELIMINATION SYSTEM (WDES), A 'NK?TI(:E OF INTENT` (NCI) TO COMPLY ENGINEERED FlLL SECTION. WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORK WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ ORDER N0. 92- 08 -DWQ) MUST BE FLED WI1H STATE WATER RESOURCES CONTROL BOARD IN ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STOti�l WRIER ENGINEERED FILL Pou_unoN PREVENTION PLAN (SWPPP) � �ar�a, c�oNnNUOS� -Y cnr�m THE ON -SITE NATIVE AND FILL AILS ARE PREDOMINATELY SILTY SANDS, AND SANDS. OUT. AND ALWAYS BE AYAILA&.E FOR PUBLIC INSPECTION DURMIG NORMAL .Q Ck1n•E'Mrn n ocn%.ncn n,cv eiac CONSTRUCTION HOURS. Ii1CJC JUW MILL OC JVI IADLC fVR IICVJG uy CLEANSED OF EXCESSIVE ORGANICS AND DEBRIS. THE PREFERRED MATERIALS SPECIFIED FOR ENGINEERED FILL ARE SUITABLE FOR ADDITIONAL Lr�r ao �,nrvc w,u juc c,r�nnN rip rrarx aF m Fanaw panFrr NOTES: 1lVJf IN f YVI1 V�J h l, V L/v� r ... �.........••• ••����• SITE WINTERIZATION AND PROTECTION OF EXPOSED SAILS DURING THE CONSTRUCTION PHASE SHOULD BE THE SSE RESPONSIBILITY OF THE CONTRACTOR, SINCE HE HAS OWNER: LENNAR HOMES OF CALIFORNIA, INC. c�� coN�a of �E PROJECT s�� AT 'MAT TIME. 5251 OFFICE PARK DR. SUITE 400 BAKERSFIELD, CA PRIVATE ENGINEERS NOTICE TO CONTRACTORS SUBDIVIDER: LENNAR HOMES OF CALIFORNIA, INC. THE oases MD LocanoN OF MY UNDERGROUND unuTr PIPES OR smucTvRes SHOWN 5251 OFFICE P ARK DR. SUITE 400 ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST KNOWLEDGE OUR KNOw n� ARE NO oasnNc unuTIEs EXCEPT As sir ON THIS MAP. BAKERSFIELD, CA THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LAS SHOWN AND MY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS ENGINEER: SMITHTECH /USA, INC. DRAWING. 1424 17TH STREET ENGIFEER SHAtL ITT BE �ONS�.E FOR ltd A(XXIRACY Oft CONPLElENESS OF ANY SIK�I BAKERSFIELD, CA 93301 INFORbIAlION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS FOR TO CONST- RUCTION. 1- 800 -227 -2600 ENGINEER'S STATMENT; HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITFI CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT ?1-IEY 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 VfOLATIONS OF THOSE ORDINANCES, STAN- DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING tONS1RUC110N. LEGAL DESCRIP11ON PARCEL 2 AND A PORTION OF PARCEL 4 OF PARCEL MAP N0. 10930, IN THE UNINCORPORATED AREA OF THE COUNTY OF KERN, STATE OF CALIFORNIA AS PER MAP RECORDED SEPTEMBER 23, 2003 IN BOOK 53 PAGE 35 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. REAR P.�. Drawing File: FSGRD6453 01/18/07 NOTE: FOR PERMIT PURPOSES ONLY. THE SOIL CALCULATIONS ARE BASED ON GRADING LINES AND ELEYAIOHS SHOD! ON THE DRAMM AND ,ARE FOR PERMIT PURPOSES ONLY. ACTUAL QUANTITIES OF EARTHWORK COULD VARY FROM THAT STATED DEPEHM UPON VARYING SOIL DENSITIES AND ON THE DEGREE OF SITE PREPA- RATION ACTUALLY PERFORMED IN THE FIELD. IT IS THE INTENT OF THE ENGINEER THAT COMPLETED GRADING LEAVES NO EXPORT OR IMPORT. TO ACCOMPLISH THIS, ADJUSTMENT OF PADS MAY BE NECESSARY AND WILL BE DIRECTED BY THE OMEER. IF IT APPEARS ADJUSTMENTS MAY BE NECESSARY, SUFFICIENT NOTICE MUST BE GIVEN TO THE ENGINEER SO THAT ADJUSTMENTS MAY BE MADE PRICK TO COMPLETION OF GRADING WORK. TYPICAL LOT GRADING TRACT No. 6453 UNITS 1 8c 2 GRADING PLAN B CH M, RK SET, E N TOP KCSEM MARKED "REPLACED 1- 10-75' IN LH. BEING THE NW CORNER SEC 13 29/36 AT THE CL INTERSECTION OF RNA AND ALLEN U.S.G.S. DATUM TOTAL ACREAGE_ BENupf MARK utit-no ,saw 0 TOP STONE WISH + MI LEN. SIG THE NE COR SEC 13 29/26 AT THE CL INTERSECTION OF RIENA AND JEWETTA U.S.G.S. DATUM TOTAL ACREAGE: 85.43 GROSS AC. TOTAL LOTS.- 318 BUILDABLE, 1 SUMP SOIL CALCULATIONS: CUT 119,767.11 C.Y. FILL 79,698.52 C.Y. SHRINKAGE 17.965.07 C.Y. SUBSIDENCE 21,59207 C.Y. PHASE OF CONSTRUCTION ALL UNITS TO BE GRADED SIMULTANEOUSLY NOTES: SI DEYAR D SLOPE TO DE 2% FOR 10 OR TO PROPERTY DINE AS. SHOWN ALL LOTS TO DE GRADED ACCORDING TO THE TYPICAL DETAIL UNLESS OTHERWISE OTHERWISE INDICATED ON THESE PLANS FINISH GRADING & S'WALES TO DE COMPLETED ' BY BUILDER AT TIDE OF HOUSE CONSTRUCTION. PADS TO BE GRADED FROM FRONT TO BACK AT .5% AT ROUGH GRADE 2, G i G ADJACENT PROPERTY/ PAD �- 2:1 MAX. N \±D±C�ENTffOPERTY/ PAD TYPICAL STEP SECTION 07!?ACT BOUNDARY P� QO QO A 14 13 1= = 10 9 8 7 6 5 4 3 g t� t�19: rn Q 37 �L �9 6s 'so TYPICAL STEP SECTION 0 SIDE YARD AND BACKYARD LANDSCAPE Q EASEMENT R.O.W. FL Q' 2' BENCH i 6' 8LK WALL i LANDSCAPE LOT 2.1 MAX. TYPICAL STEP SECTION 0 BACK YARD AND LANDSCAPE.EZMNT 111 110 109 108 107 106 105 104 >volol� \ t19 120 121 440 122 123 124 Q Y ,8o �F r'9 n 9� 0,� 90 94�9 A .9 B *0 SCALE: 1" = 20-03p Nam: a� aFVa ¶ors ARE +300' KEY MAP. r99 100 101 102 103 87 86 85 84 83 82 81 80 79 78 .68 93 88 89 90 91� 92 93 94 95 96 97 98 99 tOd tUi r99 100 101 102 103 87 86 85 84 83 82 81 80 79 78 .68 67 66 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Uhf 1�0 98 97 96 95 94 93 92 91 74 75J 76 77 R.O.W. B 5' so Z 0 PAD a i z VARIES ' 2:1 MAX. TYPICAL STEP SECTION SIDE YARD 90 R. Oo W. E E 0 R 6" WALL PAD SUMP TYPICAL STEP SECTION 0 SIDE YARD AND SUMP 163 � 60 j OFESS�,_ rn No. 35473 Exp. 9-30-15 FOF CALMV�� K r r\nn nr c`rrt 102 103 ia► 105 cos 107 108 109 86 87 88 89 72 71 70 69 .68 67 66 52 53 54 55 56 57 58 59 60 61 62 63 64 65 2 r 163 � 60 j OFESS�,_ rn No. 35473 Exp. 9-30-15 FOF CALMV�� K r r\nn nr c`rrt 102 103 ia► 105 cos 107 108 109 »o i •. •flff ssf! . i ... •f•• i•• • • ! s s e s s• ••s � s•• ss•• f•• •� • . . . • •!• lass ••• fs: • s • PROJECT SITE LEGEND IYF. w 'A' Gm/ BAsw PAR = STD 11-14 TYP. SMIY AWN PEE AS 010 SIQ p1Y /taNNN"T W&BBVi PER AEA SID ST -13 (70 BE CONSr. OR EWs As Arurm) rr - - -cENIER LINE sir SLOPE GB GRADE eEuc = = $' BLOCK WALL pt aye REMN sty DRAIN Ep EASING PAVMENT � SLOPE. SECTION DETAIL, pRC PT OF REVERSE CURVE A ptyC PT OF VER1K.11L CURVE t0 �D 29 10 STREET WIDTH iRAN91M . � TAT GRADING FlAIN TINE SLOPE OF FLOW LINE PAD nor PAD aEVanaa y ME c� a r Q oc Q Z CD DOTES: 1. 24 HOUR NOTICE WILL BE REQUIRED FOR TESTS AND INSPECTIONS. 2. ALL COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND SMALL BE PROVIDED BY THE ENGINEER, NUMBER AND LOCATION M THE COMPACTION TESTS SHALL BE DETERMINED BY THE CITY ENGINEER OR HIS AUTHORIZED AGENT. 3. AN "S" SHALL BE STAMPED ON FACE OF CURB INDICATING LOCA- MON OF SEWER LATERAL. 4. PRIM TO THE START MANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. 326 -3049 5. IT IS THE RESPO NSIBIITY 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. 6. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS MALL BE INSTALLED AT THE EXTENSION OF THE LOT LINE WHERE THEY HAVE BEEN INDICATED CSI THESE PLANS. THE CONTRACTOR SMALL ENSURE THAT ALL UGHTS & SKIS ARE PROPERLY INSTALLED. 7. SIGN PANELS SMALL BE MOUNTED ON POSTS NTH HAAS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY. OR EQUAL ROADSIDE DNS INSTALLED PER STD. T -19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 8. ASPHALT CONCRETE: ASPHALT CONCRETE SHALL BE TYPE W AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, *ASPHALT CO N- CIEE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PRO - VISIONS. 9. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SMALL BE BACKFILLED AND COMPACTED PER CITY STANDARD ST -22. 10. 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 CAN AN APPROVED ENGINES ESTIMATE FOR WORK PERFORMED WITHIN THE RIGHT —OF —WAY AND INSURANCE SHALL BE POSTED PRIM TO .ISSUANCE OF THE PERMIT. AGGREGATE FOR TYPE "B" ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS FOR THREE — FOURTHS (3/4) INCH MAXIMUM, MEDIUM GRADING* AS SPECIFIED IN SECITON 39 -2.02, "AGGREGATE", OF THE STANDARD SPECI- FICATIONS. WHEN DIRECTED BY TIME CITY ENGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING REQUIREMENTS IN SECTION 39- 2 —.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS SHALL BE USED TO SURFACE INTERSECTIONS, TA= PERS AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE BEING CONSTRUCTED. ASPHALT CONCRETE TYPE "B" SHALL HAVE A BITUMINOUS BINDER CE PAVING GRADE ASPHALT OF AR 4000 VISCOSITY TY GRADE, UNLESS OTHERWISE DIRECTED. BY THE CITY ENGINEER, AND MALI CONFORM TO THE REQUIREMENTS SHOWN IN THE TABLE FOR "STEAM- REFINED PAVING ASPHALT" IN SECTION 92 -1.OZ "MADET, CE THE STANDARD SPECIFICATIONS. PRIOR TO COMMENCING WORK ON THE PROJECT, THE CONTRACTOR MALL PROVIDE TO THE CITY ENGINEER TIME FOLLOWING INFORMATION: o. THE AGGREGATE AND ASPHALT SOURCE; b. DOCUMENTATION THAT AGGREGATES CONFORM TO SECTION 39-2.02 "AGATE", CE THE STANDARD SPECIFICATIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. THE OTHER TEST RESULTS REQUIRED IN SECTION 39 -2.42, " AGGREGATE', OF THE STANDARD SPECIFICATIONS SHOULD NOT BE OLDER THAN ONE (1) YEAR. c. AN ASPHALT CONCRETE MIX DESIGN DETERMINED BY CAUFORNIA TEST 367. THE LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE INCLUDED FOR REVIEW. THE ASPHALT CONCRETE MIX SHALL ALSO MEET THE REQUIREMENTS CE SECTION 39 -2.02, "AGGREGATE% CE THE STANDARD SPECIFICATIONS. IF THE SUBMITTED DATA 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 ASPHALT BINDER IN THE CONCRETE SHALL BE FOUR AND ONE —HALF PERCENT (4.5 %) TO FIVE AND EIGHT— TENTHS (5.8 %) BASED ON THE WEIGHT CE THE DRY AGGREGATE ONLY. THE ASPHALT CONCRETE SHALL BE COMPACTED SO THAT THE VOID RATIO OF THE COMPLETED MIX IS BETWEEN SIX PST (6%) AND EIGHT PST (8%). PAVING JOINTS SHALL MATCH STRIPE LOCATION& IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER. o. ABRASIVE GRINDING WITH EQUIPMENT UTIUZINO DIAMOND BLADES (NTH FOG SEAL COAT ON THE AREAS WHICH HAVE BEEN AND), b. REMOVAL AND REPLACEMENT, CR c. PLACING AN OVERLAY OF ASPHALT CONCRETE. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK MALL BE AT THE CONTRACTOR'S SSE. IF USED, THE FOG SEAL COAT SHALL CE EITHER ASPHALT REJUVENATING AGENT M ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. Drawing File: FSGRD6453 01/18/07 IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPE- CIFIED SURFACE TOLERANCES, ADDITIONAL MINDING MALL BE PERFORMED AS NECESSARY TO EXTEND THE AREA GROUND IN EACH LATERAL DIRECTION SO THAT THE LATERAL LIMITS OF MINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL TO THE NEAREST LANE UNE OR PAVEMENT EDGE, AND IN EACH LON- GITUDINAL DIRECTION SO THAT THE GRINDING BEGINS AND ENDS AT UNES NOR- MAL TO THE PAVEMENT CENTERLINE, WITHIN ANY (ROUND AREA. ALL GROUND AREAS MALL BE NEAT RECTANGULAR AREAS M UNIFORM SURFACE APPEAR- ANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENT IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS IN SECTION 42 -2.02, "CONSTRUCTION*, OF THE STANDARD SPECIFICATIONS. WHERE THE COMPACTED THICKNESS IS 0.15 FOOT M LESS, HALF WIDTH SURFACING OPERATIONS SHALL BE CONDUCTED IN SUCH MANNER THAT, AT THE END OF EACH DAY'S WORK, THE DISTANCE BETWEEN THE ENDS OF ADJACENT SURFACED LANES SMALL NOT BE GREATER THAN CAN BE COMPLETED IN THE FOLLOWING DAY OF NORMAL SURFACING OPERAIONS, ADDITIONAL ASPHALT CONCRETE SMALL BE PLACED ALONG THE TRANSVERSE EDGE AT THE ENDS OF EACH LANE, HAD RAKED, AND COMPACTED M FORM TEMPORARY CONFORMS. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACE UNDER THE CONFORMS TO FACIUTATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC CARE SHALL BE TAKEN TO AVOID TRACKING NG BONDER MATE- RIAL ONTO EXISTING PAVEMENT SURFACES BEYOND THE LIMITS OF CONSTRUC- MO N. A PRIME COAT WILL NOT BE REQUIRED M SUBMADE PRIM TO PLACE - MENT CE ASPHALT CONCRETE. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRE- CTED BY THE CITY ENGINEER. AT ROAD CONNECTIONS AND PRIMATE DRIVES, SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, ADDITIONAL ASPHALT CONCRETE SURFACING MATERIAL SHALL W PLACED AND HAND RAKED, IF NECESSARY, AND COMPACTED M FORM SMOOTH, TAPERED CONNECTICIN& THE COMPACTION AFTER ROILING SHALL BE NINETY —FIVE PERCENT (95%) OF THE DENSITY OBTAINED WITH THE CAUFORNIA KNEADING COMPACTOR PER CAUFORHIA TEST 304. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL W DETER- MINED BY: a. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, M b. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. IN CASE CE DISPUTE, METHOD 2 ABOVE SHALL BE USED. IF THE TEST RESULTS FOR ANY LOT CE ASPHALT CONCRETE INDICATE THAT THE RELATIVE DENSITY IS BELOW NINETY —FlVE PERCENT (95& ), BUT ABOVE NINETY—TWO AND NINE— TENTHS PERCENT (92.A, THE CONTRACTOR WILL BE ADVISED THAT HE IS NOT ATTAINING THE REQUIRED RELATIVE DENSITY AND THAT HIS MATERIALS: OR PROCEDURES, OR BOTH, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRAC- TOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL W MADE IN ORDER M MEET THE REQUIRED COMPACTION. IF THE TEST RESULTS FOR ANY LOT CE ASPHALT CONCRETE INDICATE THAT THE RELATIVE DENSITY IS LESS THAN NINETY —THREE PERCENT (9A, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND RE- PLACED. WHEN THE COMPACTED THICKNESS IS MORE THAN 0.15 FEET, THE CO NTRACTOR SHALL SCHEDULE HIS PAYING OPERATIONS SUCH THAT EACH LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF A TRAVELED WAY EACH WORK SHIFT. AT THE END CE EACH WORK SHIFT, THE DISTANCE THE ENDS M THE LAYERS CE ASPHALT CONCRETE NCRETE CAN ADJACENT LANES SHALL NOT BE . GREATER THAN TEN (10) FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE EDGE AT THE ENDS OF EACH LANE AND ALONG THE EXPOSED LONGITUDINAL EDGES BE ADJACENT LANES, HAND RAKED, AND COMPACTED M FORM TEMPORARY CONFORMS. KRAFT PAPER, OR OTHER APPROVED BOND WEAKER, MAY BE PLACED UNDER THE CONFORM FEATHERS M FACILITATE THE REMOVAL OF THE FEATHERS WHEN PAYING OPERATIONS RESUME. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR AN WORK PERFORMED WITHIN EXIST. ACCEPTED STREET R.O.W. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON AN APPROVED SEER'S ESTIMATE FOR THE WORK M BE PERFORMED WITHIN THE R.O.W. SHALL BE POSTED PRIG TO ISSUANCE OF THE PERMIT. ARTERIALS AND COLLECTORS BASE MATERIAL IN ROADS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING M SECTION 200 -2.2 OF THE "GREENBOOK. BASE MATERIAL IN LOCAL ROADS SHALL W EITHER CAB OR GUSHED MISCELLANIOUS BASE (COMB) CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOK00 SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE iaacaTED BY (ca). (CA) INDICATES CALIFORNIA CODES. (:o 171 TRACT No. 6453 -UNITS 1 + 2 CONSTRUCTION PLANS STREET PLANS AND PROFILES Iii"is R/W FL FL R/W 20' 10 -12 18 -20 18 -20 A 10 -12 I - I , , 0 72 f .3' BELOW FL CROSS SECTION — 60 RZW CITY OF euKExsiao rum s-27 — REVISED N.T.S. TYPE "A" LOCAL STREET T. 10 4.5 R — VA L 51 .25' A.C., OVER AV CAR OVER .50' 95% COMP. O.G. a � 30:: fE 3 7' f 6' blockwad f $' typ. LAND- SCAPING f 1/4" PER. FT. L man ��� _ =ttt= Ott= ttt =ttt ALLEN ROAD 45' _ BELOW FL a ` i8u& NOTES: MAXIMUM CROSS FALL TO LOW GUTTER SHALL BE 0.5' * SLOPE FROM HIGH OTTER SEE PLAN SHEETS 12' f 12' SAWCUT 1' AND t EX. PAVEMENT MATCH EP PER CITY ENO. , f t - COLLECTOR PLATE ST -16 — REVISED CROSS SECTION T.I. 8.0—R—VAL 51 .ao' A.C. OVER .41' C.A.B. OVER 1.19 95% COMP. O.G. N.T.S. 34' ROUGH MADE LINE 45 DISTRICT MAINT. 5'8" 5'4" 13' 6' WALL- ft 1 NATURAL LAND- EQUESTRIAN SOAPING TRAIL SIDEWALK 5i VEGA MEADOWS ROAD - COLLECTOR PLATE ST —i6 — REVISED CROSS SECTION T.I. 6*0-R—VAL 51 .31T A.C. OVER .40' C. A.B. OVER .80' 957 COMP. O.G. PAD RENFRO ROAD - ARTERIAL SEE PLAN SHEETS PLATE S -27 — REVISED N.T.S. CROSS SECTION T.I. S•5 R —VAL 51 .45' AC. OVER .44! C.A.B. OVER 1.61' 95% COAL. O.G. R/W t 10' 2' I 6' blvckwail typ. LANDSCAPE AREA COMNST. TYPE 'B" CURB do OTTER WITH 55 COMB. SIDEWALK PER CITY STANDARD S -1 & S-3 *B.O.W. TO R.O.W./EASEMENT — 2% MIN. NOT TO EXCEED 4:1 (TYP-) 11' ME rn No. 3.5473 Exp 9-30-15 n ' F/L 45 -49' ** ROUGH GRADE UNE 1' SALT EX. PAVEMENT AND MATCH P�►��G 1 * * SEE PLAN SHEETS CITY OF BAKERSFIELD PULE 5-27 — REVISED _.. N.T.S. COLLECTOR — REINA ROAD Tolo 6.0- R—VAL 51 .30' A.C. OVER AV C.A.B. OVER .86 95% COMP. O.G. N.T.S. "RECORD A f i CORRECTIONS BY. / 90 91 92 93 94 95 96 97 98 99 100 sow 7-a J E� O 11 cv 1 S. D. O SUNLIGHT STAR STREET 18" S. D. O 1 1 1 .1 83 1 8) CD 74 81 01) c) 73 r7 80 1 79 1 78 /5 76 77 U20# 0005 E�1 BI AI a� 10 I 20 1 2 °10 1 106 x`7.7 124 1 108 -Q< �,o. 123 122 121 120 119 11 8 117 116 115 114 113 112 0 7 Z C> I o 125 126 127 128 < 129 ��� lie p 70 69 68 67 w 72 � 71 lift -27 LJJ P3 56 57 58 Ld Cn 59 60 61 62 63 64 ��,4— �,�,� � /.� G(.7 X1.7 �r.9 ��,t C) C=) c> EVENING BREEZE AVENUE c=0 C�l 18" S.D. O O 101 11 im 101 20.20 10 102 X9,9 N.E. COR. OF SEC. 14) 29/26) M.D.M. 103 1 104 1 105 1 106 1 107 1 108 1 109 �,o. 123 122 O O O 0 ,' 7. f3 i r�?t v 9� 123 122 121 120 119 11 8 117 116 115 114 113 112 < 7 126 127 128 < 129 J 0 131 13) 133 134 135 136 lo, 137 < 4LV 1 A iQ u-51 00 2 Z00*19 f 13 Gam. r MORNING SONG STREET 07 10 7 6 v 65 I�� IZ o-� va co L8 00 34 33 32 31 30 29 12 18 10,00 18'2 28 27 26 25 Gr.3 2 22 �9 � W Z-0 z- (,a.7 co 26 23 C> C%4 0-4 O 7 5 37 ,too, Zos A 3 2 1 144 � 143 ............ 1.45 19 `�p� 146 �9 � \�, � 20 ��.�'' 147 ��. � 12 18 18 12 142 141 0 • r�� 0� r7E <1 1, CIO LLJ LLJ < cl) O Nt Ln ro LLJ LLJ LLJ LO Q0 cf) C) Ld i% 01-11 �� N uJ CD m = 0 m CD CXD Emmmw4 LL-i LL- wW W- c> m CN In POMEN4 cf) Of z Q co QO Sill? 0 F E sss I BT E. No. 3.5473 EXP.- 9-30-1 - 0/vIll CAL11-1 SCALE.* 1 50' NOTE: ALL ELE ARE +300' 13 12 � � 11 10 9 Ld C/ 112 1113 0 7 10 10 L � z 5 3 2 1 192 eN 193 88 89 n 90 91 92 w Ld vr�� �� % ifs; o �"✓`- Z. vSS, 4' .�✓l5" N ,r.5; ? .�5.9 "I to"I / l0 Ol 75 74 61 � �o \ �o 'e7 6 Ld Lij 00 7'3 77 Uj V) F�3� B� 18" S. D 18' '1 �� SUNLIGHT STAR STREET 99 �I � IJ 10 2 20 101 CXD zl� 7V- < 98 too) 4r 7. 0 WE C> 100 101 S6.3 82 102 103 87 86 85 84 83 ��.4-1 ,5'�3: _5° v'5; 7 9 97 6 NIGHT STAR L q N 1s.o. - - 8 1 1 1 1 1 /9 80 81 82 83 4 s�� UNIT, TWO N A A A A UNIT ONE '48 47 9 sy 46 sy `�F� F�� sz OA�' %1 s 7ij s° 70 cy 6 4 °�i 49 �'� G� � 48 � ���� 4 So 66 47 ll<v 46 67 G,,. �45 oo 24" S.D. co CN 84 85 7, -for 3 A A A 50 51 24" S. D. 95 74, 18" S. D. C:k CIO �a fl000 IC> O E ,5 71, 7 93 92 91 90 C:l CD 13 z z => 86 87 89 W� =W �, w SOO"* 72 52 53 54 55 56 57 58 C> -V—: C=> -ZE AV EVENING B REE LIE C=> toe, ... .. ... /, 37 36 35 .34 6, 5,0 � �o 7 9 Gig? Gi. / �� z (O,.3 �I_7 X1.8 LO 43 1 A- T ......... A I �O F E S �T E. f" No m .354:73 Exp. 9.-30- 15 Civil- OF CA SCALE* 1 50' NOTE: 33 Y32 ARE +300 cf-) OF 26 27 226 227 so o*** • so &too • 0& • SEE SHEET 7 TRACT N0. X453 UNIT 1 �C 2 Smi thTechGRADING P�� 25 INCORPORATED HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD, CALIFORNIA 93301 (661) 327-8492 FAX 327-8493 Z V4 ROBERT E. SMITH RICE 35473 DATE JOB NO. 04-136 SHEET 4 OF 7 SHEETS .� a ; �. .�. k � _ _ t � �, „ S .sR*t �v z -Ej w r'. Y