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HomeMy WebLinkAbout6.1-1860a, LEGEND: FAIRFAX R OA D IREDBANK R OA 4 jjjp� �plllfjj i Kliff I III s BAKERSHEL R/W DEDICATION PER Doc 0 ¢ REDBANK RD ABBREVIA DONS ADDRESS , 1029 IF CURB & GUTTER REMOVAL (E) EXISTING >r.'} EA7SN6 FIRE HYDRANT I EA NSTAUARON BASIS OF BEARINGS TYPE A' ASPHALT DIKE 414 IF A.0 PAV4NG 287 TONS EXISNG CENTERLINE TW TYPICAL - O' EXISNG POWER POLE 3 EA. LEFT OR RIGHT TURN ARROWS CAL TRANS TYPE IV LEFT RIGHT ARROW 9 EA. CROSSWALK AND LIMIT LINES 220 LF ------�,' — EXISRNG STORM DRAIN LINE FD. FOUND 1336 IF EXISTING STREET LICHT i CENTERLINES (CAL NS DETAIL 21 BK BOOK S - EXISRNG FIBER OPTIC LINE de (` FOUND MONUMENT PG. PAGE ..-�-.. EXISRNG TRAFFIC SIGN EXISTING IRRIGA DUN LINE COVE COUN TY OF KERN "✓ >t EXISTING WATER VAL 4 -- - -- -- - - --EXISRNG WATER LINE COS. CITY OF BAKERSFIELD DESIGN GRADE .Ili I "' """ ---- ' EXISTING SEWER LINE CONC CONCRETE z ,- T) EXISNG SEWER MANHOLE EXISNG GAS LINE A. C. ASPHALT PAVEMENT N ' i EXISTING STORM BRAIN LINE X -- --- EXISTING fENCfLINE FG FINISH GRADE C°) EXISRNG TELECOM MANHOLE -- - -=-'�- --"--" EXISRNG ELECTRIC LINE EP EDGE OF PAVEMENT I n 0 I - --------� �-_- -- ------ EXISRNG OVERHEAD ELECTRIC L/NE TO TOP OF DIKE c a i FL FLOR NE — — EXISNG PROPERTY LINE TP 70P OF PAVEMENT — — — — EXISTING RIGHT-OF-WAY CB GRADE BREAK ti LL PEV. ELEVATION O - - EXISRNG CURB & GUTTER PAW RIGHT OF WAY c o W - _ IrnT, C1 CENTERLINE Fes+ Q X SAWCUT BC BEGIN CURVE IQNV 1 N EASEMENT LIMITS EC END CURVE W (E) CURB & CUTTER 70 PCC POINT OF COMPOUND CURVE N BE REMOVED D, CALIFORNIA / A SEPARATE ENCROACHMENT �- i PERMIT SHALL BE )BTA/HED FROM THE COUNTY OF KERN FOR WORK WITHIN THEIR ' "-- RIGHT OE—WAY I I� r - g SHEET No. INDEX ST -1 TITLE SHEET ST -2 STREET NOTES & STANDARDS ST -3 STREET IMPROVEMENTS' ST -4 SIGN & PAVEMENT DELINEATION' - =A" OF KERN CIfY OFBkKER3FECfl — - L �x � -—"--------- ---- .-.. ...... --__.............._ C G .. LVW DED"TK)N PER DOC f 2903M MATERIALS QUANTITY LIST 209L7/ON ADDRESS , 1029 IF CURB & GUTTER REMOVAL 135 LF BASE & PA DEMENT REMOVAL 2620 SF POWER POLE REMOVAL I EA NSTAUARON BASIS OF BEARINGS TYPE A' ASPHALT DIKE 414 IF A.0 PAV4NG 287 TONS CL -ll A.B. 212 CY STRIPING IN 800K 25 OF RECORD OF SURVEYS AT PACE 162 IN THE OFFICE OF THE KERN LEFT 7HRU ARROWSCAL TRANS TYPE W7 ARROW 3 EA. LEFT OR RIGHT TURN ARROWS CAL TRANS TYPE IV LEFT RIGHT ARROW 9 EA. CROSSWALK AND LIMIT LINES 220 LF MEDIAN STRIPES CAL TRANS DETAIL 28 310 LF RIGHT COG -RUNES CAL TRANS DETAIL 178 688 Lf TWO-WAY LEFT TURN LANE LINES CAL TRANS DETAIL 31 1336 IF LEFTIRIGHT TURN LANE LINES CAL TRANS DETAIL 384 i 209L7/ON ADDRESS SAWCUT 1029 IF CURB & GUTTER REMOVAL 135 LF BASE & PA DEMENT REMOVAL 2620 SF POWER POLE REMOVAL I EA NSTAUARON BASIS OF BEARINGS TYPE A' ASPHALT DIKE 414 IF A.0 PAV4NG 287 TONS CL -ll A.B. 212 CY STRIPING IN 800K 25 OF RECORD OF SURVEYS AT PACE 162 IN THE OFFICE OF THE KERN LEFT 7HRU ARROWSCAL TRANS TYPE W7 ARROW 3 EA. LEFT OR RIGHT TURN ARROWS CAL TRANS TYPE IV LEFT RIGHT ARROW 9 EA. CROSSWALK AND LIMIT LINES 220 LF MEDIAN STRIPES CAL TRANS DETAIL 28 310 LF RIGHT COG -RUNES CAL TRANS DETAIL 178 688 Lf TWO-WAY LEFT TURN LANE LINES CAL TRANS DETAIL 31 1336 IF LEFTIRIGHT TURN LANE LINES CAL TRANS DETAIL 384 369 IF CENTERLINES (CAL NS DETAIL 21 513 IF "" SRMAT£D OUANITIIES, NOT TO BE USED FOR BIDDING PURPOSES 40 20 0 40 80 VICK I Y MAf 3 N NTS THESE PLANS AND 9PECIOCA77ONS WERE PREPARED BY ME OR UNDER MY DIRECTION, AND, TO THE BEST OF MY KNOWEOGE AND BELIEF, COMPLY WIN CITY OF BAKERSTTELO LWDINAN69 STANDARDS, AND "ON CRITERIA, AND THEY INUUBE ALL IMPROVEMENT REPUIR£MEN75 OF THE A0AS&Y AGENCY OR OTHER RENEW BOARD ANY ERRORS OMISSIONS OR 14014 776W OF THOSE ORDINANCES STANDARDS, OR DESIGN CRITERIA ENCOUNTERED DURING CCW57RUC7701V SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECIED ON CORRECTED PLANS SUBM17TED TO THE CITY ENGINEER. APPROVED BY ROBERT L SWANSON DATE R. C.E. 43032 r APPROVED BY.: PUBLIC WORKS DIRECTOR NICOLAS FIDLER R.C.E. 61069 DATE REVIEWED BY.. ASSISTANT PUBLIC WORKS DIRECTOR DATE STUART PATTESON R.C.E 44898 �Mt L/ �l 0(v L REVIEWED BY TR�FFJC LIOGINEER DATE RYAN STAR///���BUUUC'''K6 \��))) Q u_. - ' .. APPROVED BY: DIRECTOR OF KERN CRAIG M. POPE I( COUNTY PUBLIC WORKS DATE NOTES.: I. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUC17ON INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE TELEPHONE - 326-3049 2 ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERI)FICATE OF COMPLIANCE .STATING THAT THE REPUIREMEN73 & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET UTILITY NOTE NOT ALL URVIES WERE LOLA7E0 ON THIS PLAN. THE ENGINEER ASSUMES NO RESPON981LITY FOR UNDERGROUND U77LL77ES NOT SHOWN CW THESE PLANS OF FOR INFORMATION OBTAINED FROM 007SIDE SOURCES 7HE CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACKIAES PRIOR TO GROUND DISTURBANCE TO VERIFY 7H£ LOCATION AND DEPTH ON ALL UNDERGROUND FACYL177ES AND IDERES. USA 1-800-642-2444 A NOTICE OF COMPLETION FOR THESE IMPROVEMENTS WILL NOT BE ISSUED, AND THE NEW DRIVEWAY WU NOT BE ALLOWED TO OPEN, UNTIL THE IMPROVEMENTS PER 77E °TRAFFIC SIGNAL PLANS FAIRFAX / RE)BANK" ARE CONSTRUCTED AND THE SIGNAL IS OPERATIONAL AND ACCEPTED BY THE CTT). ADDRESS BENCHMARK1800 S FAIRFAX ROAD, BNIERSf7fCO3 CA 93307 TOP OFA KCS BRA55 CAP SET IN A CONCRETE MONUMENT FOUND s AT THE INTERSECTION OF FAIRFAX ROAD & REDBANK ROAD. APN ELEVATION = 406.27 (ASSUMED) 173-240-16 BASIS OF BEARINGS � THE BEARING OF S89'4623f AS SHOWN FOR THE CENTERLINE OF REDBANK ROAD, I I ENGINEERING, INC ASSUMES NO RESPONSIBILITY FOR UNDERGROUND it T30S, R.28E, MD.M. PER RECORD OF SURVEY 3021, RECORDED MAY 18, 2009 UTILITIES OR FACILITIES NOT SHOWN OR FOR INFORM47ION OBTAINED IN 800K 25 OF RECORD OF SURVEYS AT PACE 162 IN THE OFFICE OF THE KERN FROM OUTSIDE SOURCES � a CITY RECORDS NO. a o a v o 0 ti z 0 de I f� o ctr o w m ' � 40 20 0 40 80 VICK I Y MAf 3 N NTS THESE PLANS AND 9PECIOCA77ONS WERE PREPARED BY ME OR UNDER MY DIRECTION, AND, TO THE BEST OF MY KNOWEOGE AND BELIEF, COMPLY WIN CITY OF BAKERSTTELO LWDINAN69 STANDARDS, AND "ON CRITERIA, AND THEY INUUBE ALL IMPROVEMENT REPUIR£MEN75 OF THE A0AS&Y AGENCY OR OTHER RENEW BOARD ANY ERRORS OMISSIONS OR 14014 776W OF THOSE ORDINANCES STANDARDS, OR DESIGN CRITERIA ENCOUNTERED DURING CCW57RUC7701V SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECIED ON CORRECTED PLANS SUBM17TED TO THE CITY ENGINEER. APPROVED BY ROBERT L SWANSON DATE R. C.E. 43032 r APPROVED BY.: PUBLIC WORKS DIRECTOR NICOLAS FIDLER R.C.E. 61069 DATE REVIEWED BY.. ASSISTANT PUBLIC WORKS DIRECTOR DATE STUART PATTESON R.C.E 44898 �Mt L/ �l 0(v L REVIEWED BY TR�FFJC LIOGINEER DATE RYAN STAR///���BUUUC'''K6 \��))) Q u_. - ' .. APPROVED BY: DIRECTOR OF KERN CRAIG M. POPE I( COUNTY PUBLIC WORKS DATE NOTES.: I. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUC17ON INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE TELEPHONE - 326-3049 2 ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERI)FICATE OF COMPLIANCE .STATING THAT THE REPUIREMEN73 & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET UTILITY NOTE NOT ALL URVIES WERE LOLA7E0 ON THIS PLAN. THE ENGINEER ASSUMES NO RESPON981LITY FOR UNDERGROUND U77LL77ES NOT SHOWN CW THESE PLANS OF FOR INFORMATION OBTAINED FROM 007SIDE SOURCES 7HE CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACKIAES PRIOR TO GROUND DISTURBANCE TO VERIFY 7H£ LOCATION AND DEPTH ON ALL UNDERGROUND FACYL177ES AND IDERES. USA 1-800-642-2444 A NOTICE OF COMPLETION FOR THESE IMPROVEMENTS WILL NOT BE ISSUED, AND THE NEW DRIVEWAY WU NOT BE ALLOWED TO OPEN, UNTIL THE IMPROVEMENTS PER 77E °TRAFFIC SIGNAL PLANS FAIRFAX / RE)BANK" ARE CONSTRUCTED AND THE SIGNAL IS OPERATIONAL AND ACCEPTED BY THE CTT). ADDRESS BENCHMARK1800 S FAIRFAX ROAD, BNIERSf7fCO3 CA 93307 TOP OFA KCS BRA55 CAP SET IN A CONCRETE MONUMENT FOUND z AT THE INTERSECTION OF FAIRFAX ROAD & REDBANK ROAD. APN ELEVATION = 406.27 (ASSUMED) 173-240-16 BASIS OF BEARINGS UTILITY NOTE THE BEARING OF S89'4623f AS SHOWN FOR THE CENTERLINE OF REDBANK ROAD, NOT ALL UT111771-S WERE LOCATE) BY THIS SURVEY AND SWANSON ALSO BEING A PORTION OF THE NORTH LINE OF THE NORTHEAST OOARTER OF SECTION ENGINEERING, INC ASSUMES NO RESPONSIBILITY FOR UNDERGROUND it T30S, R.28E, MD.M. PER RECORD OF SURVEY 3021, RECORDED MAY 18, 2009 UTILITIES OR FACILITIES NOT SHOWN OR FOR INFORM47ION OBTAINED IN 800K 25 OF RECORD OF SURVEYS AT PACE 162 IN THE OFFICE OF THE KERN FROM OUTSIDE SOURCES COUNTY SURVEYOR WAS HELD AS THE 84SIS OF BEARING FOR THIS SURVEY. a CITY RECORDS NO. a o a v z Q^ z z b� O v� w zW z 4 a a o a W t':7 o 0 ti z 0 de I f� o ctr o w m ' � .Ili I w z N ' i o i l 0 _ i � I n 0 I 0 z c a i � 3 E Q o o ti LL C6 Q O co c o W J W � IrnT, O `L Fes+ Q X m til g IQNV 1 N W Z� o N z o a 0 g t� a tu N CAL TRANS STANDARD PLANS U 1. THE FOL; OWINC CAL TRANS STANDARD PLANS SHALL BE CONSIDERED APART OF THESE PLANS (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS SID. PLAN DESCRIPTION Z A20A PAVEMENT MARKERS & TRAFFIC LINES - TYPICAL DETAILS Z A205 PAVEMENT MARKERS & TRAFFIC LINES - TYPICAL DETAILS A20D PAVEMENT MARKERS & TRAFFIC LINES - TYPICAL DETAILS ® A24A PAVEMENT MARKINGS - ARROWS Z A87B HOT MIX ASPHALT DIKES CITY OF BAKERSFIELD STANDARD PLATES 1, THE FOLLOWIPJG CITY OF BAKERSFIELD STANDARD TANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTAIN LATEST EDY1701V THEREOF) Cl TY SID. NO. DESCRIP DON PROPOSED CITY SID. N0. DESCRIPTION S7-6 PAVEMENT PA TERES Z T-2 (PRO) MISCELLANEOUS SIGN DETAIL Z S1-12 (PRO) RENCH BACKFILL & COMPACTION REQUIREMENTS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE LATEST EDITION AND STANDARDS PERTAINING ]HERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OFWAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STA 71 OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPEGACATONS LA TEST EDITOR THESE STANDARDS, DRA WNCS 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 PERMI7S BEFORE START OF CONSTRUCTION AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEERS ES17MATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY AND APPROVED INSURANCE SHALL BE BROODED POSTED PRIOR TO ISSUANCE OF A PERMIT 4. NO CITY INSPECTIONS MIL BE GIVEN FOR IRE WORK LN THIS AREA UNTIL A PERMIT WTH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 5. 24 HOUR NOTCB PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT OF -WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION SECTION AT LEAST 24 HOURS NOTICE F THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 6 THE CONTRACTOR 1S RESPONSIBLE FOR V9IIFpN6 DIMENSIONS DATA, AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CON57ROC770N DO NOT SCALE DRAWINGS WRITTEN DIMENSIONS ON THESE DRAWNGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS SWANSON ENGINEERING, INC MUST BE NOTIFIED OF ANY VARAT0 NS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS 7 EXISTNG UTILITY AND UNDERGROUND LINES HAV£ BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH Of ALL UTLIB£S PRIOR TO BEGINNING ANY WORK UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST TWO (2) WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION (USA. - 1-800-227-2600) 8. ANY EXISTING IMPROVEMENTS OR UBLIT£S THAT ARE REMOVED, DAMAGED, OR UNDERCUT BY CONTRACTOR'S OPERA 77ONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 9 IF A PROBLEM OR CONFLICTOULD JECT IT IS THE RESPONSIBIUTY OF THE OWNER OR CONTRACTOR TO SH ARISE DURING THE COURSE OF THE PROECT IV077FY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK 70. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS TOOLS EQUIPMENT, AND SUPERVISION NECESSARY FOR A COMPLETE AND NNC77ONAL PRODUCT 11. ALL WORK WHICH lS D£FECTVE IN ITS CONSTRUCTION OF DEFICIENT IN ANY OF INC REQUIREMENTS OF THESE DRAWNGS AND SPECIRCA PONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER AND NO COMPENSATION ALL BE ALLOWED FOR SUCH CORREC70N 12 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ✓OB SITE CONDIAONS DURING THE COURSE OF CONSTRUCTION OF BNS PROJECT INCLUDING EROSION, SEDIMENTA RON, AND DUST CONTROL PLAN STORM WATER POLLU710N PREVENTION PIAN IMPLEM£NTA 170N, AND THE SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTNUOUSLY AND NOT BE LIMITED 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 THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPRNG FOR LIABILITY ARISING EPOM THE SOLE NECIKENC£ OF THE OWNER OR THE ENGINE2Rt 13 IF THE CONTRACTOR IS IN DOUBT AS TO TH£ MEANING OF ANY PART OF THE DRAWNGS AND SPECIACA RUNS OR ANDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWNGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPR£TA7701V OR A CORRECTION THEREOF, PRIOR TO COMMENCING CONSIRUC770N. 14. SWANSON ENGINEERING INC, ALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANCES TO OR ORES OF THESE PLANS ANY AND ALL CHANCES TO THESE PLANS MUST BE APPROVED IN WR177NG BY SWAN50N ENGINEERING, INC 15. COMPACTION TESTS SHALL BE IRE RESPONSIBILITY OF IHS DEVELOPER THE NUMBER AND LOCATION OF REOIRfD TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 16. PRIOR TO PAWNC THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS SHOULD CONDITIONS BE CHANGED, A RE WSED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 70 DAYS PRIOR TO PA NNG 17 INSTALL BLUE MARKERS AI CENTERLINE FOR FIRE HYDRANT LOCATORS 18 LUMINAIRES SHALL BE SOLID STA IF LIGHT ADMITTING DIODE WIN TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST RE OULREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS C0.8. STREET IMPROVEMENT NOTES 1. THE SUBDIWDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2 ANY TRENCHING TO BE CONDUCTED WWN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3 THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTONS WTHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER 4. ALL STREETS HAVE BEEN DE57CIVEO USING A MINIMUM R" VALUE AS STATED IN THE SOILS REPORT SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER R° VALUE, IN ACCORDANCE WIN THE CITY ENGINEER. 5 RELATIVE COMPACTION OF NOT LESS THAN 959 SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE W07H OF PAVEMENT (LIP OF GUTTER TO LIP OF CUTTER). IN ADDITON, RELATIVE COMPAC77ON OF NOT LESS THAN 959 SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (1.5' TO 25' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LLP OF CUTTER TO LIP OF GUTTER. 6. THE CONTRACTOR SHALL OBTAIN 90%RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6". THE LOCARON OF THE TESTS SMALL BE DETERMINED BY TH£ CITY. 7 COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER ANO LOCA BON OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER B ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS/CU YD. OF CEMENT AND HA WE A MAXIMUM WATER/CEMENT RATIO OF 0.50. 9. ASPHALT RE✓UIENATNG AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WILL THE PROVISIONS FOR FOG SEAL IN SECRON 37, BINMINOUS SEALS OF THE STA IF DEPARTMENT OF 7RANSPORTA PON STANDARD SPECIAL PROW57ONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER 10. NEW STREETS SHALL BE EXTENDED AT IN7ERSECBONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROWDE A TE -IN TO EXISTING STREET PAVEMENT. H. SEWER LATERAL LOCATIONS 70 BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 12 ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS) 13 THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEUCES (NOT SHOWN ON THESE PLANS) TO MEET WTH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR 14, SIGN PANELS SHALL BE MOUNTED ON POSTS WTH HAWNHNS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T-19 SHALL BE LOCATED WTHIN SIDEWALK, 6- FROM BACK EDGE. 15 MAXIMUM SPORE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR SBUCTURE SHALL BE 4:1, EXCEPT FOR 2' BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 29 AL TERNA LIVE Y, THE C17Y ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK 16. ANY 17EMS LN THE PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS MIL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY £NGINLER 17 PRIOR TO PAWNC THE DESIGN ENGINEER FOR THE PROJECT SHALL VERLFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS SHOULD CONDITIONS BE CHANGED, A REWSED PLAN SHALL BE SUBMITTO TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAWNS AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEERS ES77MATE FOR THE WORK PERFORMED WTHIN THE RIGHT OF -WAY SHALL BE POSTED PRIOR TO THE ISSUANCE OF THE PERMIT CO.B. ASPHALT CONCRETE PAVING NOTES 1. 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 CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROWSIONS. 2. PRIOR TO THE ADD1710N OF ASPHALT BINDER THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE 8 (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE RFOUIREMENTS OF SECTION 39-202, `AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 374. MAXIMUM, MEDIUM GRADING J. ASPHALT BINDER FOR TYPE A (MODIRED) ASPHALT CONCRETE AND TME B (MODIFIED) ASPHALT CONCRETE SHALL BE PC 64-10 PERFORMANCE GRADED 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 SEC77ON 92-1.02(8), GRADES, " OF THE STANDARD SPECIFICATIONS 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WTH 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 THE CITY ENGINEER 5 AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWNG FOR THE CITY ENGINEERS REIIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES B. VERIFYING THAT THE DOCUMENTATION REGA7F. S TO BE INCORPORATED IN PIE WORK CONFORM TO THE AGGREGATES REQUIREMENTS OF SECTION 39-202 AGGREGATE, " OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS MATERNAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHALL NOT BE OLDER THAN ONE (1) YEAR C AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WIH CALIFORNIA TEST 367 LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WIN THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM 02041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-202, AGGREGATE," OF THE STANDARD SPECYFICA77ONS AND THESE SPECIAL PROVISIONS IF THE DATA SUBMITTED SHOWS THAI THE MATERIALS ARE SUOSTAN77ALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO BHREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL C0575 ASSOCIATED WIN THE ASPHALT CONCRE7f MIX DESIGN 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTNG PAVED SURFACES, THE EXIS77NO PAV£MfNT SHALL BE SAWOUT 7 A PRIME COAT WLL 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, SUBGRADF " OF LHE STANDARD SPECIFICA77ONS SHALL BE MEL B 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 PA VfMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS 07HERWSC PERMITTED BY THE CITY ENGINEER 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AND GRADED AS DIRECTED BY THE CITY ENGINEER OR CITY INSPECTOR. ADD17701VAL 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 CONNECTTONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS PALING 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 BE7WEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWNG SHIFT OF NORMAL PAVING OPERA TONS ADD17701VAL 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 FACILITA IF THE REMOVAL OF THE CONFORMS WHEN PA ZING OPERA7701VS RESUME 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAWING OPERATIONS SHALL HE 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, 7HE 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 AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES 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 PA WHO OPERA DONS RESUME 13 ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM 0-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WTH CALIFORNIA TEST 375. 14. LF THE LN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM 7H£ORE7ICAL DENSITY, THE CONTRACTOR WLL BE ADWSED THAT THE REQUIRED R£LA BVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR ROTH, LF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CON77NLIE UNTIL THE CONTRACTOR HAS NOTRLD THE CITY ENGINEER OF THE ADJUSTMENT THAT ALL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION LF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE 5PEGFIED RANGE, THE ASPHALT CONCRETE REPRESENIED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE LN -PLACE DENSITY REQUIREMENTS 15 IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICA IT THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 909 OR MORE THAN 96$ THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WTH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY A. A PROPERLY CALIBRATED NUCLEAR ASPHALT 7ES77NG DEVICE IN THE FIELD, OR B. ASTM 01188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESBNO ZINC STEARATE MAY BE SU85171UU WTH 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 WTHIN TOLERANCE BY ABHER: (1) ABRASIVE GRINDING WTH EQUIPMENT UTILIZING DIAMOND BLADES (2) REMOVAL AND REPLACEMENT OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD ALL BE SELECTED BY THE CITY ENGINEER. THE CORREC77VE WORK SHALL BE AT THE CONTRACTORS EXPENSE 18 LF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO TP CEIZD SURFACE TOLERANCES, ADD177ONAZ 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 ARE PARALLEL T0, THE NEAREST LANE UNE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL 70 THE PAVEMENT CENTERLINE ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE ABRASIVE GRINDING SHALL CONFORM TO THE REOUREMENTS IN THE FIRST PARAGRAPH AND IRE LAST FOUR PARAGRAPHS OF SECTION 42-202, "CONS7RUC770N " OF THE STANDARD SPECIFICATIONS A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTORS EXPENSE THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHAL TO EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARLERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET INE SPECIFICATIONS FOR CLASS 2 AGGRfGA TE BASE (CL7I AGO RASE) CONFORMING TO SECION 26 OF TE CAL PLANS STANDARD SPECIFICATIONS LAEST EDITION OR SHALL BE FINE GRAOA BON CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-24 OF INC "GREEINBOOK" WHICH ALLOWS UP TO 509 OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTAND CEMENT CONO2E7E LEAN CONCRETE BASE CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS - OTHER RECYCLED BASES SHALL NOT B£ ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 959 OF MAXIMUM DRY DENSITY. 20 THE PAWING CONTRACTOR SHALL GRADE THE PAWNC AREAS TO THE FOLLOWING MODIRED CALTRANS STANDARD SPECIRCATON SECRON 19-103 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF 771E FOLLOWNG A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY PUNT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BL20W THE GRADE ESTABLISHED BY THE ENGINEER B. WHEN SUBGRAOE 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 CRAD£ ESTABLISHED BY THE ENGINEER 21. LF THE PROJECT IS SUBJECT TO THE PROWSIONS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPO£S), A NOTICE OF INTENT - (N01) TO COMPLY WTH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WTH CONSTRUCTION ACTWTY (SWRCB ORDER NO 2009-009-OWO AS AMENDED BY ORDER 2010-0014-DWO AND ORDER 2012-0006-OWO) MUST BE FILED WTH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTWTY. COMPLIANCE 97H THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSPIUCTON HOURS 2� CITY RECORDS NO: U FSI Q U 'Z W z m o, r o � o R [ of 0 'b r`,� Nom✓ 1tW1Y O G Z w �) 1 i m i W ' Z i it ii i I j W I m I I li 'o l I I i ¢O o'j I h 0 p o w,: of h I II o o Q 3 c o L -L Q cr O O Y r U m r0 "V J W cr co QH m L ® a �z� Q LLLu M N rFrT,�T, a 0 imamS O N P— ¢mow w _ N o Y N 2 N p�p N Z N N U W t j m m 0a f � , I b - - �i / NOT PART OF THIS PETIVI7 EXISI7NG TELEPHONE BOX -- t , -- - TO BT ADJUSTED TO GRAD£ m C / R I; 13 � , � / � � ' _b COUNTY OF KERN � � HJW DEDICAITCN PEO \ .� 1 ,. � ..m".::r ,... <�.,r..:�,� . .... ,,,. ,,,.�,� ,:.,�,.«"..* _ �»- A DOC I L ( _ _ - CITY OF 8AKER5ET LSI — — _ 49' FED AN T 8 C r a �N, .-.r a . 40 a �-p�fP E u 1 FAlRFAX 10+00.00 78+00 .+ 19+00 , " �P"1'0+00 R *�'...-.____7FF0� �-..._ V ... .,>.. �VJ1O- .... .�LOO m.� ,'Y/ 240—�(°� — — — 3�}- 25'F00 e — — — --- 26+00 27+00 i .. 28+00 �. ..-_ «,couni>YarKERN . 2_. s 89'46'23'E .,. - �-.. t .._.a . , -- ,. - �zr .e� - � ,.� � o ��, REDBANK ROAD "..lo_ u .. y , H_t..� �.8 �� _o.. —.� — -- CI7V Of BANERSf]ECD � 1------� — . � 0 �.- //./. +s -F -E$ `. � + - q n / lJ y S F T 15'1 a, REDBANK ROAD x,5111 F u, — — — — — — — — — — — — --- -- 30' o-�,� d c � o uAR q as'r + m / /'Q. aVp61 d�1 lS 'mss '\s VAP 61' +�.+ irnO$1A �410N �A/W�!xd >y, Iv n a r� ash ti 1 fl/WDe71CA71CN Pel C7 DOC iMMM ( \ �.� u � x E ;a E z ix �t z �ixw ro rn zt + wx 3+ ¢ q Y M Y Y Q h Orb m ¢ ZN N N N �t-iw wtiww c>ii?�,I�ww =,¢�ww coves w oa z¢w m�nGC' ¢www ¢�hww ¢�nw�Y, w�nww �jyw t w j �„�„P, t -. 1 I� 59 ti' I - — N CG275T E `� ., AI 1zfo0 q o i� 1�� A;1. 2l� 8+00 9+00 L 1 30" __} N003672 30,FAIRFAX ROAD M t REDBANK - 2JT0. 0 40 I ` FA/RFAX - >0+00*00.00 31 _ _ t , Q � I 7 PII O&OLIAON NOTES AO SAWCUT AS SHOW, 2' BACK OR AS DIRECIED BY QTY ENGYNEER © REMOVE CURB" CUTLER" & PAVEMENT © REMOTE 1RAPPIC CONTROL 9GH SEE SIGN & PAVEMENT OELINEA➢ON PLAN DO REMOTE fENCE O REMOVE PRIVATE SIGN & RELOCATE AS DIRECTED BY OMER O REMOVE P09R POLE & OVERHEAD CLE07RICAL COORDINATE WIN PC&£ © RELOCATE 7RAMC CONTROL 76% SEE SIGN & PAVEMENT DELIN£A PON PLAN CONSTRUC170N NOTES Oj INSTALL TYPE A"ASPHALT DIKE PER LATRANS STANDARD PLAN AS7B. PAVEMENT SEC710W PER' 0.45 AC / 1.60 CUI A.B. / '075IT£ STREET IMPROQOE PLANS - FAIRFAX ROADAN R 0 TOO'NAME ® 95$ k— MMAMOVff 1800 S. FAIRFAX ROA - BAKERSEIRL, A" (7=9.0 - R=10) APPROVED 0410912008 0.40' AC / 0.50' NARY£ 0 90$ CURVE TABLE V CURVE RADIUS LENGTH TANC£NT DELTA 1 15.00' 9.36" 4.84' 3545"36" 2 7000' 6579' 3555" 53"51'00" z4 /�`1 z o � H h O 1 I� 59 ti' I - — N CG275T E `� ., AI 1zfo0 q o i� 1�� A;1. 2l� 8+00 9+00 L 1 30" __} N003672 30,FAIRFAX ROAD M t REDBANK - 2JT0. 0 40 I ` FA/RFAX - >0+00*00.00 31 _ _ t , Q � I 7 PII O&OLIAON NOTES AO SAWCUT AS SHOW, 2' BACK OR AS DIRECIED BY QTY ENGYNEER © REMOVE CURB" CUTLER" & PAVEMENT © REMOTE 1RAPPIC CONTROL 9GH SEE SIGN & PAVEMENT OELINEA➢ON PLAN DO REMOTE fENCE O REMOVE PRIVATE SIGN & RELOCATE AS DIRECTED BY OMER O REMOVE P09R POLE & OVERHEAD CLE07RICAL COORDINATE WIN PC&£ © RELOCATE 7RAMC CONTROL 76% SEE SIGN & PAVEMENT DELIN£A PON PLAN CONSTRUC170N NOTES Oj INSTALL TYPE A"ASPHALT DIKE PER LATRANS STANDARD PLAN AS7B. PAVEMENT SEC710W PER' 0.45 AC / 1.60 CUI A.B. / '075IT£ STREET IMPROQOE PLANS - FAIRFAX ROADAN R 0 TOO'NAME ® 95$ k— MMAMOVff 1800 S. FAIRFAX ROA - BAKERSEIRL, A" (7=9.0 - R=10) APPROVED 0410912008 0.40' AC / 0.50' NARY£ 0 90$ CITY RECORDS NO: i CURVE TABLE V CURVE RADIUS LENGTH TANC£NT DELTA 1 15.00' 9.36" 4.84' 3545"36" 2 7000' 6579' 3555" 53"51'00" CITY RECORDS NO: i V Zy O 1 20 1 U 40 '1 O Fil z4 /�`1 z o CITY RECORDS NO: i V Zy O U z z, a� O Fil z4 /�`1 z o H O oa t w o o N M 0 i m � � w 2 (J I � I i i l ISI o o � III o � � n O O 2 m 3 h Q o h L O x CD Q W 0rL co cca UY 'It f~¢ L h ` o Z� or^ o 0 e ° z o° 0 M� ► R FAIRFAX ROAD rA' — /2 ( FONVENIENCE2 12FAIRFAX MIDDLE SCHOOL ARKET HOMES X s `Y F REOR — - - lI RFASK- 10+cooa�� R - i 16 LL B ,Y (RELO,CAIE� r �� 23+00 R 3BA - '>h7a ..A! MATCH E,l t I u 18400 — !- ---. 19+00 "*.".."'..," O .. ✓ I. l �_2/F(XA I_ 27B-'- 1q+75D -" IDO' --------- _. I . , x _ . 25+00 _ 21 26+00 77+00--- 28+00--- 211 14' REDBANK ROAD 6,/ SMA HEnsnNcI z —_ * r2' �I �� °' 1a'� REDBANK ROAD, LL SEA --'-CHEIA 1'��' Mt wmfli0. _.-_.._ /� �:` @z;' _ /' R2-1 (45J R W 7 t- - l V w\( A 3J..._�R16 MIRAMONTE r ALMOND ORCHARD NIGH SCHOOL ° SIGN & PAVEMENT DELINEATION NOTES & LEGEND NOTES, — ALL STRIPING AND PA CEMENT MARKINGS SHALL BE THERMOPLASTIC NEW STRIPING - ,qg DENOTES CALTRANS DETAIL NUMBER FURNISH AND INSTALL TRAFFIC SIGNS PAINT PER CALTRANS STANDARD SPECIFICATION PTH-O2ALKYD, A# PER C.O.B. 57D. T-2 UNLESS OTHERWSE NOTED. O INSTALL 12' WHITE LIMIT LINE BUS - KERNNANSIT BUS STOP R1-1 - STOP — ALL CHANGES TO EXISTING STRIPING AND APPLICA770N OF NEW ® INSTALL 12" YELLOW CROSSWALK R2-1 (45) - SPEED LIMIT (45 MPH) STRIPING SHALL OCCUR IMMEDIATELY PRIOR TO SIGNAL TURN -ON NO R9-3 - NO PEDESTRIAN CROSSNG ACCESS THROUGH THE NEW ENTRANCE TO THE SCHOOL WILL BE R26 (CA) - NO PARKING ANY nM£ REMOVE EXISTING srcN/PA UEMENr DEL1NEA noN As svow,v PERMITTED UNTIL THE TRAFFIC SIGNAL 1S OPERATIONAL AND R76 (CA) SPECIAL - NO PARKING HERE TO CORNER se4-1 (CA) - SCHOOL .TfEO Lufir ASSEMBLY 'C' (CA) ACCEPTED BY 71YE CITY. INSTALL TYPEZZ (L) ARROW PER CAL TRANS STD A24A 5W24-1 (CA) - SCHOOL WARNING ASSEMBLY A' (CA) SW24-3 (CA) - SCHOOL ADVANCE WARNING ASSEMBLY E' (CA) '. INSTALL TYPE M (R) ARROW PER CAL TRANS SID. A24A RRS - STREET NAME SIGN W3-1 STOP AHEAD 2j INSTALL TME JT(L) ARROW PER CAL TRANS STT. 424A REDBANK ROAD aY�e CONVENIENCE g^ CHURCH MARKET ALMOND ORCHARD N J r Ri 3 -- e W r_ 276 \1 ` $f4 27B / ! ! ' S1 . . a j c MA 76W EMSTiNC m 77B _ .. _..— ^�, _ - — 5+00 31 6+00 FAIRFAX ROAD 7+00 { 31 8+00 28 +Da Q,* . L� Ili arie..�.... = "R R R 71+00 N 38A 12+00 13+00 ®,..,�«�-`-" 4+00 R .®.._ I�,_ — ( I 78 so R R 78 R FAIRFAX ROAD ti 8 _- —� 0NSTAU 12' GONACS ?0 X O.C. a l.. 38A RR +v / R/.-_.. ` R26 -.(CA).- --- �J _FR2O (CA) 8 _ ,. ' R7 1 FAIRFAX - 70+ - - — F OQ00 I MATCH EXISTTNG _ 1- . _L R ._.._....,.... m__.�.„_ �__. �. 5-11 __. i MIRAMONTE NIGH SCHOOL FAIRFAX MIDDLE SCHOOL MAYFAIR COURT C � I N HOMES MARKET � � � �� w RAW , ,- . F FAST FOOD ,. se+a0MA70H EXISnNG 99,0Iia+00 FAIRFAX ROAD - --—� - - - m 4--- — -----II,I+GO - w 2+00 I 31 WO 4+00 ;� 5+00 `I h- _,_ __ R26 LCA).. _ v - _ _ R —_ �a - R26CAY '-r— - kl � ...._/ pfllIXTTttkf er 0 ER igrr' —�— P SEPARATE Lg41RAC�LL HOMES F @1 ( R26 A 8 a26 cA- SCALE: 1” = 40' Res (CA) S �L, 20 10 D 20 40 MPROEMN Or OTHER L q - ! PER SE'PARAIH 0EW7RAC7 FAIRFAX MIDDLE SCHOOL CITY RECORDS N0: