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HomeMy WebLinkAbout6.1-1838ENGINEERS STATEMENT. THISE PLANS AND SPECIFICATIONS HERE PREPARED BY ME OR UNDER MY DIRECTION, AND TO THE BEST OF MY KNOREOGE AND BELIEF COMPLY N4.07 CITY OF SAKERSPTELD ORDINANCES STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPRO6MENT REQUIREMENTS OF IgE ADKSORY AGENCY OR OTHER RENEW BOARD. ANY ERRORS, OMISSIONS OR OTHER KOLA TONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED, AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. APPROVED BY: ROBERT T. SWANSON DATE R.C.E. 43032 (EXP. 03/31/2020) APPROVEDPUBLIC WORKS DIRECTOR DATE FOR NICOLAS FIDLER R.C.E. 61069 REVIEWED BY., ASSISTANT PUBLIC WORKS DIRECTOR DATE STUART PATTESON R.C.E. 44898 (EXP. 03/31/2020) REVIEWED BY: TRAFFIC ENGINEER DATE RYAN STARBUCK MATERIALS UST ESRUATED OUANTTIES, NOT TO BE USED FOR BIDDING PURPOSES CURB & GUTTER 215 LF SIDEWALK 2,310 SF A.0. PA NNG 98 TONS L12 AGO BASE 100 CY SUBGRAOE PREPARA]IO,V 1400 SF SAWCUT 98 LF NEW HORIZON BLVD IMPRO�I-MENTS - LOCAL 85 LF r RAM INVESTMENTS LLC CALIr"-7u"RNIA N KEY MAP SCALE. 1"=200' UTILITY NOTE THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTIL177ES NOT SHOWN ON THESE PLANS, OR FOR INFORMA TON OBTAINED FROM OUTSIDE SOURCES THE CONTRACTOR SHALL CONTACT ALL COMPANIES WIH UNDERGROUND FACILITES TWO (2) WORKING DAYS PRIOR TO GROUND DISTURBANCE TO VERIFY THE LOCATION AND DEPTH ON ALL UNDERGROUND FACILITES AND UTUT£S USA 1-800-642-2444 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 STA77NG THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF HAKERSFIELD HAVE BEEN MEI �HWY. a a �i z 0 58 01 ;. MING L AVE. PLANZ i+� i�..R D p, a o �WHTE� �I� ,]ll �YLN�L_ I PA�LCHECO RD. w r J 0 19 c 7 . � J IR: VCDN RD. m PANAMA_LANE G, N o-- 1[j. CA AL s CUT HEN ¢ ROAD6 _��' J HOSKING i RD. — — r VICINITY MAP NO SCALE BASIS OF BEARINGS: THE BEARING OF S89J845 E ALONG THE CENTERLINE OF NEW HORIZONS BOULEVARD WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON BENCHMARK LOCAL BENCHMARK FOUND MONUMENT WITH BRASS CAP AT THE INTERSECTION OF NEW HORIZONS BOULEVARD AND THE WEST UNE OF LOT 9 OF PARCEL MAP WAIVER BOOK 5925, PG 936 O.R. ELEVATION = J64.20' (0303 DATUM) SHEET INDEX CD COVER SHEET Q NOTES & STORM DRAIN PROFILE Q NEW HORIZON PLAN & PROFILE GENERAL NOTES L ALL CONSTRUC770N SHALL CONFORM TOWS PLAN, THE CALIFORNIA BUILDING CODE, LATEST EDITION, AND STANDARDS PERTAINING THERETO THESE DOCUMENTS SHALL BE MADE A PART HEREOF. Z ALL CONSIRUC71ON WTHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE INACCORDANCE WTH GOY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT Of TRANSPORTATION STANDARD SPECIFICATIONS LATEST EDITION. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE J. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISHNG, ACCEPTED STREET RIGHT OF -WAY UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE FOR THE WORK PERFORMED W PAN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED PRIOR TO ISSUANCE OFA PERlVIT A PERMIT SHALL BE OBTAINED FROM FROM KERN DELTA WATER DISTRICT FOR ANY WORK 70 BE PERFORMED WITHIN THE KERN DELTA EASEMENT. 4, 74 HOUR NOLICE PRIOR 70 THE START OF Al✓Y PHASE OF CONSTRUCTION NA7HlN THE STREET RICHT-OF-WAY ]HE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPEC77ON SECTION 24 HOURS NOTICE, THE SECTION MAY BE NOTFIED AT (661) 326-JO49. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, OA Cl, AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION DO NOT SCALE DRAWNGS WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAM PRECEDENCE OVER SCALED DIMENSIONS SWANSON ENGINEERING INC, MUST BE NOBF7ED OF ANY VARIA77CWS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS 6. EXISTING UNITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS THE CONTRACTOR IS RESPONSIBLE FOR IERIFICA BUN OF THE LOCA BON AND DEPTH OF ALL UTILITIES PRIOR TO BE ANY WORK UNDERGROUND SERI4CE ALERT SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR LOCA VA BON (USA. - 1-800-227-2600). 7 ANY EXISTING IMPROVEMENTS OR UTILITIES IHAT ARE REMOVED, DAMAGED, OR UNDERCUT BY CONTRACTORS OPERA BONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE AS DIRECTED BY THE ENGINEER AND APPROVED BY RHE 00VERNNG A07HORITY 8 IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PRO✓ OT, 1T IS THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR TO N071FY 78C ENGINEER IMMfDM ILEY PRIOR TO ANY FURTHER WORK 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EOUIPM£N' AND SUPERVISION N'£CESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSIDIN POEN OF DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE ORA WINGS AND SPECIFICA TONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THF CONTRACTOR 1R, AN ACCEPTABLE MANNER AND NO COMPENSATION WCL BE ALLOWED FOR SUCH CORRECTION, Ti, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONOIBONS DURING THE COURSE OF CONSTRUC77ON OF THIS PROJECT,INCLUDING EROSION, SEDIMENTA BON, AND DUST CONTROL PLAN, STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTA BON, AND THE SAFETY OF ALL PERSONS AND PROPERTY BTA/ THIS REQUIREMENT SHALL APPLY CON771V000SLY AND NOT BE LIMI7ED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WTH HIE PERFORMANCE Of WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF IDE OVER OR THE ENGINEER, 12 IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWNGS AND SPECIFICATIONS OR RNOS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWNGS HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO COMMENCING CONSTRUCTION. El SWANSON ENGINEERING, INC, ALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN YR7I7710 BY SWANSON £NGINEERNG INC. 14. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NOMBER AND LOCARON OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER, C.O.B. STREET IMPROVEMENT NOTES 1 H UB A R IF REQUIRED, A OBTAIN GRADING APPROVAL AS RE UIREO BY CITY OF BAK£RSFIEID ORDINANC PRIOR TO STAR,- OF ANY EARTHWORK THE D DE , EP FD, SH LL 0 S 2 ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3 THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OB57PUC7701VS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER 4, ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM R' VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION SHOULD FURRIER TESTING SHOW A LOWER R" VALUE OF THE ACTUAL IN PLACE MA IERIAi STREETS SHALL BE REDESIOVED ACCORDING TO 7HE LOWER R" VALUE, IN ACCORDANCE WTI THE CITY ENGINEER, 5 RELA BVE COMPACTION OF NOT LESS THAN 959 SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 05 FEET BELOW GRADING PLANE FOR THE ENBR£ MOTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). IN ADDITION, RELA BV£ COMPACTION OF NOT LESS THAN 959 SHALL BE 08TA/NED FOR A MINIMUM DEPTH OF 10 FOOT BELOW FINISH GRADE ON LOCAL STREETS (1.5' TO 25' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HHGl4WAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. 6 THE CONTRACTOR SHALL OBTAIN 909 RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6" THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY 7 COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TIC ,NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 8. ALL HA CONCRETE BE CLASS UNLESS SPECIFIED OTHERMSE AND SHALL CONTAIN A MINIMUM OF 505 LBS. CU YD. OF CEMENT AND HAVE A MAXIMUM E SHALL 3 WATER/CEMENT RATIO OF 0. 50, 9 ASPHALT REJUVENATING ACENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FDG SEAL IN SECTION 37 BITUMINOUS SEALS, OF THE STArE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENRY IN EFFECT, AS DIRECTED BY THE CITY ENGWER. 70 NEW 57PEETS SHALL BE EXTENDED AT INTERSECT/ONS AS DIRECTED BY THE PUBL/C WORKS DIRECTOR /N ORDER TO PROVIDE A TIE-IN TO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED O S INTO THE CURB FACE OVER EACH LATERA(. 12 EEVATONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS) 13 THE CON7RACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES PIPE SHOWN ON THESE PLANS) TO MEET WTH THE APPROVAL OF THE 017Y PUBLIC WORKS DIRECTOR. 14 SIGN PANELS SHALL Bf MOUNTED ON POSTS WN HA4%Kl/J> M2G SER/15 POLI AND VANDAL PR00F NUT ASSEMBLY OR CORAL OOTIDS/OE SIGNS INSTALLED PER CITY STANDARD DETAIL T-19 SHALL BE LOCATFJO WEAN SIDEWALK, 6" FROM BACK EDGE. 15 INSTALL BLUE MARKERS AT THE CENTERLINE FOR FIRE HYDRANT LOCATORS 16 CONTRACTOR SHALL OBTAIN 959 COMPACTION FOR FULL PAVEMENT SECTION TO AT LEAST 1.0 FT UNDER AND EACH SIDE OF X -GUTTERS AND COMMERCIAL DRIVE APPROACHES 17 PRIOR TO PAWING, THE DESIGN ENGINFER FOR TIE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMIT7E0 TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAWING 18 LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WTH EXIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF RHE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICA BONS 13 ANY ITEMS IN PUBLIC RIGHT-OF-WAY 7HAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS ALL REQUIRE REPAIRING AND/OR UPGRADING PER CITY fNCINEER 20. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NA TONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A 'NOTICE OF INTENT" (NOD TO COMPLY WTH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED 91TH CONSTRUCTION ACBW7Y (SWR(XORDER N0, 2009-009-DWO AS AMENDED BY ORDER 2010-0014-DWO AND ORDER 1012-0006-DWO) MUST BE FILED WTH THE STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCT/ON ACTIVITY COMPLIANCE KID WE GENERAL PERMIT RLEU/RES THATA STORM WATER POLLU17ON PREENTON PLAN (59PPP) BE PREPARED, CONTINUOUSLY CARR/ED OUT AND ALWAYS BE AVA/CABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS WAST£ DISCHARGE IDENTIFICATION (WDID) NUMBER 5FI50375297 HAS BEEN ISSUED BY THE STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT STORM DRAIN NOTES C.D.B. ASPHALT CONCRETE PAVING NOTES 1. ASPHALT CONCRETE SHALL B£ TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL SIRE£TS AND SHALL CONFORM TO THE PROWSIONS IN SECTION 39, ASPHALT CONCRETE,' OF THE CAL TRANS STANDARD SPECIFICA BONS AND THESE SPECIAL PROWSIONS 2 PRIOR TO THE ADOIBON OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRE7E SHALL CONFORM TO THE REOUIREMENTS OF SECTION 39-202, AGGREGATE, "OF THE STANDARD SPECIFICA PONS FOR'/" MAXIMUM, MED10M GRADING. c J ASPHALT B/ilDcR FOR TYPE A M00/fl£D ASPHALT CONCRETE AND TYPE 8 MODIFIED ASPHALT CONCRETE SHALL BE PG 64 -JO PERFORMANCE GRADED (MODIFIED) ( ) ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER IN SECTION 92-1.02(8), "GRADES,' OF THE STANDARD SPfCIRCABONS. 4. THEAMOUNT A l B. THE MINERAL AGGREGATE SHALL BE DETERMINED T CONTRA TOR IN ACCORDANCE WITH CALIFORNIA Of ASPH LT ENDER 70 BE MIXED W E E Y HE C OR TEST ML71I00 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK, THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENOLA'E6R 5. AT LEAST 14 DAYS PRIOR TO INC START OF WORK THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR IN,' GILT ENGINEERS RENEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTA DON VERIFYING THAT THE ACGR£GATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REOUIRfMENTS OF SECTION 39-202, AGGREGATE, " OF THE STANDARD SPECIECATIONS AND ]HESE SPECIAL PROWSIONS MA7ERAL SIEVE ANALYSTS AND SAN EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN SIX 6 MONTHS ALL OTHER TEST RESULTS D fp O SHALL NOT BE OLDER THAN ONE (1) YEAR. C AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WTH CALIFORNIA TEST 367 LABORATORY TEST RESULTS ON WHICH THD DESIGN IS BASED SHALL BE SUBMITTED WIN 78E MIX DESIGN ALONG WITH THE THEORE17CAL MAXIMUM DENSITY OF THESI ' R A MN Y ASTM D2041 THE ASPHALT CONCRETE MIX SHALL MEET THE Of GN MIXTURE S DETER l t77 B REQUIREMENTS OF SECTION 39-202, AGGREGATE' OF THE STANDARD SPICITCA TIONS AND THESE SPECIAL PROW57016 IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTALLY 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 WIN IH£ ASPHALT CONCRETE MIX DESIGN 6 NMfR NEW I N R PAVEMENT IS TO CONFORM TO EXISTING PA fD SURFACES THE EXISHNG PAVEMENT SHALL BE SAWCUT. E E IRITIC CO C f7F , Z A PRIME COAT NIC( NOT BE REW ]RFU U ON NON -PAVED AREAS TO BE SURFACED PRIOR 70 THE PLACEMENT OF ASPHACONCRETE HOWEVER ACL OTHER F - [,'DAIS REpUIREM_NTS Of S£CBOPI 39 4 OT, SUBGRgOf OF THE STANDARD SPECF7CAl 0 S SHALL BE MEI 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC CARE SHALL BE TAKEN TO AMID TRACKING BINDER MATERIAL ONTO THE EXISTING PA IEMENT SURFACE BEYOND INC LIMITS OF CONSTRUCTION 9. PAWING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER 10. INTERSECTIONS AND TAPERED SHOULOERS SHALL BE SURFACED AND GRADED AS DIRECTED BY THE CITY ENGINEER OR CITY INSPECTOR ADDHBONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS IT WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHAL T CONCRETE IS G15 FOOT OR LESS PA WHO OPERA BONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT IHf END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES lS NOT GREA TER THAN THAT WH/CH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PA WING OPERA BONS 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. 12. WHERE THE COMPACTED THICKNESS OF A LA ER OF ASPHALT CONCRETE IS MORF THAN 0.15 FOOT, PAWING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ATONAL I CONCRETE IT PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC A T THE END OF EACH WORK SHIFT THE DISTANCE BETWEEN THE ENDS OF A LA YER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET ADDITIONAL ASPHAL I CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OffNE ET, EN AOJAC6NT LANES, SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY B CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC KRAFT PAPER OR OTHER APPROVED BOND BREAKER MAY BE PLACED UNDER THE CONFORMS TO FACILITA7E THE REMOVAL OF THE CONFORMS WHEN PAWING OPERA IONS RESUME Cl ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEOR£TCAL DENSITY AS DETERMINED BY ASTM 9-1041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WTH 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 THEORECAI DENS/TY THE CONTRACTOR ALL BE ADVISED THA T THE REQUIRED RELA THE COMPACTION IS NOT BE/NG A TTA/NED AND INA T THE MA TER/ALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NORFTED THE CITY ENGINEER OF THE ADJUSTMENT THAT WLL BE MADE IN ORDER TO MEET THE REWIRED COMPACTION IF ANY SUCCESSIVE TEST AFTER NOTICE ,S GIVEN DOES NOT MEET THE SPECIFIED RANGE 77E ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL B£ REMOVED AND REPLACED WIN MATERIAL GHAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15, IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE INAT THE RELA LIVE COMPACTION IS EITHER LESS THAN 909 OR MORE THAN 969 THE ATRIAL T CON.,r REff REPRESEN]£D BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THA T DOES MEET THE IN PLACE DENSITY RfW/REMENT THE CORRECTIVE WORK SHALL BE AT THE CONTRACTORS EXPENSE I6. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY A. A PROPERLY CALIBRATED NUCLEAR ASPHALT 7ESBNG DEVICE IN THE FIELQ OR B A01 DIS 0188 WHEN SLABS OR COPES ARE TAKEN FOR LABORATORY 7ESBN2. 71110 STEARATE MAY BE SUBSTTUEED WIT PARAFFIN. C. IN CASE OF DISPUTE METHOD 6' SHALL BE USED. 17 IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE ODDS NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WTHIN TOLERANCE BY ETHER' (1) ABRASIVE GRINDING WTH EQUIPMENT UTILIZING DIAMOND BLADES (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WEE BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTORS EXPENSE 18. IF ABRASIVE GR/NOLNG IS USED TO BR/NG THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY TO ENLARGE THE GRINDING AREA SO THAT INE LONCIRIVINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM AND ARE PARALLEL TO THE NEAREST LAND LINE OR PAV4MENT EDGE AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO 7HE PAVEMENT CENTERLINE ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTOR 42-102, '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 ASPHALT R£JUVENABNG AGENT OR ASPHAL BC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICA BONS FOR GLASS 2 AGGREGATE BASE ((LII AGO BASE) CONFORMING TO SECTION 26 OF THf CAL TRANS STANOARD SPECIFICA BONS LATEST EVNION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CUB) CONFORMING TO SECTION 200-14 OF THE GREENBOOK" WITCH ALLOWS UP TO 509 Of THE VOLUME TO BE RECLAIMED ASPHAL7 CONCRETE, PORGAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINA HON OF THOSE MATERIALS - DINER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 959 OF MAXIMUM DRY DENSITY. 20. THE PAWING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWNC MODHAED CALTRANS STANDARD SPECIFICATION SECTION 19-1.07 PER THE CITY OF BAKERSFIELD: /&MEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS Of MATERIAL THEREON THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOUBWNG.. A. WEEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY 77E ENGINEER. B. WEEN SUBGRADE OR BASE MATERIAL (OTHER THAN ASPHALT CONCREE BASE) IS TO BE PLACED ON THE GRADING PLANE, TSE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE IRAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER L THE CONTRACTOR SHALL REMOVE OR REL OCA I[ ALL OBSTRUCTIONS AS DIRECTED BY THE ENGINEER 2 ONLY REINFORCED PIPE WTH RUBBER CASAFTEO JOINTS SHALL BE ALLOWED. J. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WTHIN THE 57PEET RIGHT -OF -WRY AS DIRECTED BY THE CITY ENGINEER. 4. ALL MATERIALS INSTALLATION SHALL BE IN CONFORMANCE WIN THE RECOMMENDA BONS OF 1HE MANUFACTURER S ALL PIPE FITTINGS SHALL BE MARKED OR STAMPED WTH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE 6. REINFORCED PIPE SHALL BE CLASS N (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE 2010 CAL TRANS STANDARD SPECIFICATIONS NOTE- SEE GRADING PLAN FOR SUMP CONSTRUG770M 36' -36" CMP 24' MLN 24' - r /r �I 12" j MW- `�----- -/STORM DRAIN MANHOLE STORM DRAIN MANHOLE PROTECTION II I A of g� S - LCT L!N£ A0,ES7WM7 °£F ELY', PLIN71, PG 175& rvv,m�r„c un 40#-020-12 I 'EXISTING DRAINAGE SUMP R£F1m'r4 " 4aT LINE AD l /+ , ' LLC P t7 Y S Hi'i80t C a9 7 2 404-0200-H ti sasse'nE jos*' - !ry) k �H/p1WA7lR ELEI'ABON=,36S4� ft0O7 EIEVABON - J54. 9/ V WLUME PRONDED = 5.44 AC. FT. STORAGE REI,UIRM = 540 AC FT. \ a \ TB.POAAl1Y 3IA1P'ACCESS EASEMENT WM RRTHER\ OPMENT PSI DOG+ - � \ \, EW DRAINA a , _ _ N ,� x`=, G,- -SUMP 6 fMI.S F{Af/IRJ w. O I- ., DivA-.L- AND or+ariaoE eas� -s I PER DOD 12014483 p LOT 1, LOT ONE AO.f/57MENT R,0. 15-0441 t. NO1P011630 R' CiMANH E ,M1 �N0. 4007 P OLE OL U PER,OE7AlC r - rxx ST 7ORM GRAIN f / INSTALL 24 R R4' as 0. /O%AS S!W�Ix CONSTRUCT MANHOLE PER -f i rq, !! i v x ';.'v\� b `•x' • .. j 1. DOE.. SIDS SW -2 8 SW -6. i x r I I a ,g U t \ \. ,.x v" i X-- 7eiwgaAHv su.W+AccE+� EAer�rrt' I -a ue4 aATrrfEe sre N r.".,.P7Jh0 /1 /b & ✓IG PEi ROI+. �28f4484',. IV r �JV4 rr.. , It xr IPC a! • .- -`1' - �. I D NO M -LC LlOWJMFiU7 . v "eY'28849 x 'Elc :64,20' , PtL 40 20 0 40 80 F < . SCALE HORIZONTAL I" = 40' 69'KERN DELTA GasEMLNr___-I VERTICAL 1 = 4 370 360 350 STORM DRAIN PROFILE 6.1-1838 CITY RECORDS NO. - I V 1 o uj m Q N � z a " i t m u L �4 zo 7 61 r I WI L g p�p 0 o r Fwum z' . ti 0 m m r > v 9 n�b'I1S/S3y Sip w na a I I L ' I F C w 2 (3 w u i o N 0 I I Q 6 fMI.S F{Af/IRJ w. O I- ., DivA-.L- AND or+ariaoE eas� -s I PER DOD 12014483 p LOT 1, LOT ONE AO.f/57MENT R,0. 15-0441 t. NO1P011630 R' CiMANH E ,M1 �N0. 4007 P OLE OL U PER,OE7AlC r - rxx ST 7ORM GRAIN f / INSTALL 24 R R4' as 0. /O%AS S!W�Ix CONSTRUCT MANHOLE PER -f i rq, !! i v x ';.'v\� b `•x' • .. j 1. DOE.. SIDS SW -2 8 SW -6. i x r I I a ,g U t \ \. ,.x v" i X-- 7eiwgaAHv su.W+AccE+� EAer�rrt' I -a ue4 aATrrfEe sre N r.".,.P7Jh0 /1 /b & ✓IG PEi ROI+. �28f4484',. IV r �JV4 rr.. , It xr IPC a! • .- -`1' - �. I D NO M -LC LlOWJMFiU7 . v "eY'28849 x 'Elc :64,20' , PtL 40 20 0 40 80 F < . SCALE HORIZONTAL I" = 40' 69'KERN DELTA GasEMLNr___-I VERTICAL 1 = 4 370 360 350 STORM DRAIN PROFILE 6.1-1838 CITY RECORDS NO. - O V o m Q N � z a " L4 m u L �4 zo 61 r ti a �- c g W 0 o 2N74 UTNE P } ti 0 m m r > v n�b'I1S/S3y Sip w s a I I L ' I C w 2 (3 w i o N 0 I I Q o w v 0 Q � 0 w 5 M h ® o LL.! > QL J Q uj f- c) uj Pm z m m uj Z co O coLu z O l.11 uj uj 8 <z m O m � O ' W L Z rLLLL> 6 N W I � BELOW LEFT � r a• O7L TA �R/IV � DO / 1'874444190 C TANGENT CI 3400' --0 DEPRESSION MITI, ALONG ,FOWINF = 3Y 35.55' - REMOVE EX TREES /7'Pf OT C2 r LOT LINE ADJUS MENT BM NO 1->-G'441 IOCAL FOUND wEu MomuMeNr DOCUMENT NO. 0216364007 I � C3 NARKED RCF 28649" 325024" FFV 364.20' 3585' R£MOVF U. S16N 350.00 SEE SERER EXTENSION, 18.91' I ROL z�3 -Q DEPRES,UON WTOTH ALONC ROW:INE = 24' I REMOVE EX CURB, CUTTER, SIDEWALK, & DRIVE APPROACH ' T I I III I r EXISTING SFWER LINT - •, - I - EXISTING OVERHEAD ODLITY LINE so NEW DRAIN LINE O CONSTRUCTION NOTE SEE SCHEDULE NEW 55' SORG ' SIDEWALK SECTION A gk O ^h PARCEL MAP WAIVER g g IN BK. 5925, PG, 936, G.R. I I OW IX CURB &I GU _ I TIER I sre r aHn^II n, n Mv- REIA 6 FJONTiAl .AG Iv F&P OF CUPB 7AQKED ACE 28849 f y . E1- 36 f svvrs' AAD ��� h, �..NEW HOWOW BLVD ° 3 17+00 �'Y9+6475 S89 3B 45 KvrvO FH SaMw^/; ✓ ^ y i „� R ; III VO %1�� O+ 0.00 NEW HORIZON �, r 3 u NF ROAD I , _ ..� � . '4 4 4' it s �a - !I ! P.M..' NO. 5733 ti POYsmIAN EASEMENT PER .. P,M. BK. 25, PG, 59 DOC +118(33329 i ¢ ,o m Q // f/qQ NOTE.' ALL. STATIONING BASED ON CENTERLINE OF NEW HORIZON BLVD, NEW HORIZON U OVLFV/1 /! D Q 0.25' AC PAVING OVER UNLESS NOTED OTHERWISE 0.50 AGG-BASE OVER 1.00' NG 0 959 MAX DENSITY (PER EXISTING STREET SECTION) s9i, u O CONSTRUCTION NOTES O CONSTRUCT TYPE'8' CURB & GUTTER PER CITY OF BAKERSFIELD STANDARD ST -1. 02 CONSTRUCT 6.0' COMBINA RON SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -5. M SAWCUT AS SHOWN UNLESS OTHERWISE DIRECTED BY CITY ENGINEER CONSTRUCT TYPE A' CATCH EARN PER CITY OF BAKERSFIELD STANDARD D-14. ( CONSTRUCT COMMERCIAL DRIVEWAY PER PROPOSED CITY OF BAKERSFIELD STANDARD ST -4. © REMOVE EXISLING. MONUMENTIBENCHMARK. TIL SET SURREY MONUMENT PER CITY OF BAKERSFIELD STANDARD ST -22. SEE WATER EXIEN-906I CURVE TABLE BELOW LEFT CURVE DED NPER O7L TA �R/IV � DO / 1'874444190 C TANGENT CI 3400' --0 DEPRESSION MITI, ALONG ,FOWINF = 3Y 35.55' - REMOVE EX TREES /7'Pf OT C2 r LOT LINE ADJUS MENT BM NO 1->-G'441 IOCAL FOUND wEu MomuMeNr DOCUMENT NO. 0216364007 W N BRASS CAP C3 NARKED RCF 28649" 325024" FFV 364.20' 3585' R£MOVF U. S16N 350.00 SEE SERER EXTENSION, 18.91' BELOW LIFE ROL z�3 -Q DEPRES,UON WTOTH ALONC ROW:INE = 24' -------------- REMOVE EX CURB, CUTTER, SIDEWALK, & DRIVE APPROACH ' T UNE TABLE CURVE TABLE DISTANCE CURVE RADIUS O7L TA LENGTH TANGENT CI 3400' 61'42'53 35.55' 1472' C2 4200'. 244'4835" 17945 -66.17" C3 12tIG' 325024" 69.80' 3585' . C4 350.00 03106100" 18.91' 9.46' UNE TABLE CINE BEARING DISTANCE LI N 037657" E 20.00 40 20 0 40 80 o SCALE HORIZONTAL I" = 40' VER TCAL 1" = 2' °° alr W 368 367 -- r — — -- 361 7E -)N TO EX5mvG _8" PYATER MAIN,. 6 srncL 4s' ELeow FL 2 : 366 — --- — — -- — 366 .84,60 f A 365 .— 4� �I 33665 6E4 364 5 q64RQ OW rsnec WATER 4 BfF AS Mec r D rDE cN FLGw NE PRO» 363 18+00 19+00 20+00 21-L go INSTALL 52''1 8" WATER MAIN NORTH FLOWLINE PROFILE INSTALL NEW BLOWOFF ASSEMBLY SAME POINT EX7E40 EXISTING 16' SEWER m Q MAIN 703 0 79, S I ieo y, �a ^� 2 m42 Q-ti,`A III 1 �sI I 368 - 368 I 367 t -,I 367 366 IL . r..-. - --- it -- - 366 r T ,r�r s'ry & a4µ 365 C oi/A \1- Oz6� s II hi 6 4ptG 364 -- E 364 I I DES/GN f70N2/NE PROFILE I I 363 L- - 363 18+00 79+00 20+00 21+70 SOUTH FLOWLINE. PROFILE (_ ECENI5 Bc BEGIN CURVE PRC POINT OF REVERSE CURVE POC POINT ON CURVE CL CENTERLINE FL FLOWVNE TO TOP OF CURB DEP DEPRESSED NOR NORMAL INV INVERT AC ASPHALT CONCRETE STA STA 7708 EX EXISUNC --- -- -- EXISTING CENTERLINE --- -- -- EXISTING RICHT-OF-WAY ROL z�3 NEW RIGHT-OF-WAY -------------- SAWCUT LIVE EXISTING CHAIN LINK FENCE EXISTING SFWER LINT - •, - EXISPNG WATER UNE - EXISTING OVERHEAD ODLITY LINE so NEW DRAIN LINE O CONSTRUCTION NOTE SEE SCHEDULE 07 CURVf NUMBER SEE CURIE TABLE :. ENSRNC SEWER MANHOLE X EXISTING BLOWOFF VALVE - a EXISTING SURVEY MONUMENT (a) NEW SURVEY MONUMENT EdREMOVE EXISTING AC PAWING 171 NEW AC PA KING 6.1-1838 CITY RECORDS NO: v Z o a v Cdr W m W Z o �J• z a� �2 w a ROL z�3 a`�Y• � nQ N 1 Sy � o r o U o orb 9 �1r N I m I I I I c U I ! � `e I ! I I I I r !�IIII I I c I � I I I I I I ! 2 " 4 I I n O O � 1-" o O ° i O w a Fes- T z UJ o LuLu cz c W J>z� J J E- W I— O � O F- w to Lli Q M Lu z Lu co V � Z M W