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HomeMy WebLinkAbout1.1-7237 Record DrawingNOTES: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. 326-3049 2. ALL COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE PROVIDED BY THE ENGINEER, NUMBER AND LOCATION OF 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- 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 UST OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER 10. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-642-2444) 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 UNE, 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 OMITS 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. 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 UN11L 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 CENTERUNE. ALL GROUND AREAS SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 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. 21. ANY PUBLIC FACILITIES IN STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSTRUCTION OR REPAIR AS DETERMINED BY CITY ENGINEER. 22. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT COND11IONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 27. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. NOTE: "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." Drawing File: 7237STRFS 10/30/2017 L TOLL FREE 00-642-2444 EAST TWO DAYS HILFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. cl Tl'' BAKERSFIELD TRACT No. 7237 CONSTRUCTION PLANS STREET PLAN & PROFILE BENCH MARK USED: CHISELED "Li" TOP CURB NORTHERLY CURB RETURN AT THE N/E CORNER OF PALM RANCH AND COCO PALM. ELEVATION 358.03 U.S.G.S. DATUM BENCH MARK SET.- TOP ET: TOP OF CURB SOUTH BCR SOUTH EAST CORNER OF ALLEN ROAD AND PALM AVENUE ELEVATION 362.06 U.S.G.S. DATJM LIST OF C. 0. B. STANDARDS USED HEREIN.• ST I - CURB AND GUTTER TYPE "B" HWY. WITH COMBINA TION SIDEWALK D-12 - STANDARD CHAIN LINK FENCE D- I3 - STANDARD CHAIN LINK GA TES D-14 - STANDARD CA TCH BASIN TYPE "A " ST -22 - STANDARD SURVEY MCNUMENT ST 10 - STANDARD CURB RAMP PLAN A -88A - (CAL TRANS) STANDARD CURB RAMP CASE- A 93312 ST 7 - STANDARD RESIDENCE DRI VEWA Y C) (ADA COMPLIANT) ST -14-17 - STANDARD STREET CROSS SECTIONS ST -2 - STANDARD MEDIAN CURBS TYPE "M" ST -23 - STANDARD STREET LIGHT "MAST ARM" TYPE ST 9 - STANDARD RESIDENTIAL- CROSS GUTTERS F-34 - STANDARD TRAFFIC SICNAL INTERCONNECT; WIRING AND PULL BOXES T I - STANDARD STREET SVGA (POST TYPE) ADDITIONAL NOTES OWNER: KELLY BAILEY ROSEDAI_ E HWY. 9200 BRIDGET LEIGH WAY BAKERSFIELD, CA 93312 SUBDIVIDER: KELLY BAILEY SAWCUT o 9200 BRIDGET LEIGH WAY BAKERSFIELD, CA 93312 ENGINEER: SMITHT11-CH USA, INC. 1424 1 -7TH STREET C) BAKERSFIELD, CA 93301 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 CURIE 9C4"7_ 5, -5;017-N 7)gr� R. C. E . 3.5473 �x9 9- 3o -i9 9F05120WA1b&Vf-,1) N/ 16/95- Ex 1 ?01/1 a 7,0/F,L C, Z, 6 70oB Z"xO 9-jo-idq lWlsiaN A ; Rffl_/no✓4 ANv A1r/_$ T/v�1_ pv/NG 4 /w fii101�4_az "lei vE VICINITY MAP N.T.S. SHT. NO. SHEET DESCRIPTION AT TITLE SHEET HINAULT DRIVE 3. COCO PALM COURT 3.34'-3. u BASIS OF BEARINGS "THE BEARING OF N 893904" E ALONG THE TRACT BOUNDAR' OF HINAULI ROA; AS SHOWN ON TRACT 6036 UNIT 3 RECORDED IN BOOK 54 Al PAGES 137-'38 OF MAPS WAS TAKEN AS THh.- BASIS OF BEARINGS SHOWN HE --ON" CL ROSEDALE HIGHWAY. • N 89'39'04" E 488.05 a c z 0° EX. TE ?ER �TR6036 00 it co a� iI o 0 N I0 0 -� 6 SUMMARY OF IMPROVEMENTS- 6" CURB & GUTTER ROSEDAI_ E HWY. 1,913 S.F. i 1,026 S.F. HINAUL T 11 TONS c� c 11 C.Y. SAWCUT o -- -- EX. LITE - PER TR6230 CD 82631 PALM AVE. C) z PROJECT z v °O 05 SITE uj z w Q BRIMHALL RD. VICINITY MAP N.T.S. SHT. NO. SHEET DESCRIPTION AT TITLE SHEET HINAULT DRIVE 3. COCO PALM COURT 3.34'-3. u BASIS OF BEARINGS "THE BEARING OF N 893904" E ALONG THE TRACT BOUNDAR' OF HINAULI ROA; AS SHOWN ON TRACT 6036 UNIT 3 RECORDED IN BOOK 54 Al PAGES 137-'38 OF MAPS WAS TAKEN AS THh.- BASIS OF BEARINGS SHOWN HE --ON" CL ROSEDALE HIGHWAY. • N 89'39'04" E 488.05 a c z 0° EX. TE ?ER �TR6036 00 it co a� iI o 0 N I0 0 -� 6 SUMMARY OF IMPROVEMENTS- 6" CURB & GUTTER 425 L.F. 4" CONCRETE SIDEWALK 1,913 S.F. 6" CONCRETE DRIVEWAY 1,026 S.F. A.C. PAVING (749 S.F,) 11 TONS AGG. BASE 11 C.Y. SAWCUT 425 L.F. Z_ ~'- HINAULT DRIVE � O U v FL 23.34' , 2 3.7330, EL r A.0 10_ 1.5-3.48 P . N -� Ex'STiNG FAVli N'GG EXISTING P ACING his � ®gMEER NOTE: PG 64-10 TYPE 'B' CROSS SECTION - 60 R/W CITY OF BAKERSFIELD PLATE S-27 - REVISED N.T.S. TYPE "A" - LOCAL STREET T. 1. __4.5 R - VA L __60 .20' A.C. OVER .40' C.A.B. OVER .50' OF 95% COMP. O.G. R/W 10° 4' PER. FT. 21 ADA COMPLIANT DRIVEWAYS CONST. TYPE 'EI" CURB & GUTTER WITH 4.5' STANDARD TYPE SIDEWALK PER CITY STANDARD ST -3 O I efmovf gl1A l�f�•t/�f%iQ�G9' 0,io y � 7,"�T�D e IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A 'NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIA'ED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ)) MUST BE FILED WITi STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTI(N PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 511`15079583 HAS BEEN ISSUED BY THE STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT. ADDITIONAL NOTES: LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. NOTE TO STAMP A 'C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED A. THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. INSTALL BLUE: MARKERS AT CENTERLINE FOR ARE HYDRANT LOCATIONS. 'RECOWIRD Df AVrW 7 CORRECTIONS i 1i DATE 4'OFESSIE. 76, p�,�� w No. 35473 x' 9/30/19 CITY RECORDS , OF C ALI� _C"Y HINAULT DRIVE SEE SHEET 2 2 3 1 4 z i= co TR. BND7'. j M -- -- EX. LITE - PER TR6230 CD 82631 0 a- v °O 05 5 o Q M 0 0 N m 00 r N 89"41 17" E: c TRACT NO. 6C36 - WT 3 7 ® 3:BOOK 53 OF MAPS, PACE!; 36 - 38 0 CD z i i I '•rM3 St -E SHEET 3 COCO PALM COURT - - EI.,TE "r ER WM O� f 8 TRACT NO. 6036 - UNIT 3 BOOK 53 OF MAPS, PAGES 36 - 38 A.P.N.: PTN. 495-460--13-00 LEGAL DESCRIPTION SCALE: 1 „ _= 5C' [4 of MAP LOT 12 OF TRACT 6036, UNIT THREE, IN THE CITY OF BAKERSFI�:LD, COUNTY OF KERN, STATE OF CALIFORNIA, AS PER �i AP RECC►RDF.D FEBRUARY 14, 2006 IN BOOK 54, PAGE 137 OF MAFS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNT`S I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITF CITY OF BAKERSFIELD ORDINANCES, STANDARD ,AND DESIGN CRITERIA, AND THA THEY INCLUDE ALL IMPROVEMENT REQUIREMEMTS OF THE ADVISORY AGENCY OF OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHAkL BE CORRECTED DURING CONSTRUCTION. ROBERT E. SMITH RCE 35473 EXP. 9-30-19 DAT1= REVIEWED BY: TRAFFIC ENGINEER:1ZD re R� REVIEWED BY. IGS U`- IZ-114 ASSISTANT PUBLIC WORKS DIRECTOR APPROVED BY: NICOLAS G. FIDLER C. 61069 EXP. 12-31-18 PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD TRACT N0. 72('3" STREET PLANS & PRO FILES SmithTechA VSA INCORPORATED HABERFEL.DE BUILDING 1 42417TH STREET BAKERSFIELD, CALIFORNIA 93301 (661) 327-8492 FAX 327-8493 ROBERT E. SMITH RCE 35472,, DA E SOB I� O. - 13-108 SHEET %�l� OF �, SH=EIS NOTES: OREMOVE PAVING FROM STA. 10+64.04 TO STA. 14+88.05 _AND RECONSTRUCT OR AS DIRECTED BY CITY ENGINEER OPAINT 127 LIMIT LINE_TND ALL OTHER PAINTED MARKINGS W/THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. PTH-02ALKYD O 5' LANDSCAPE EASEMENT TO BE DEDICATED WITH FINAL MAP ® CONSTRUCT PEDESTRIAN WALK -AROUND PER COB PROPOSED STD. ST -7 O 2' WALL FOOLING EASEMENT TO BE DEDICATED WITH FINAL MAP © SAWCUT 2' AND MATCH EP AS DIRECTED BY CITY ENGINEER NORTH SIDE SOUTH SIDE O 23.34' - 23.73' 30' Z: n I _ 20' go, ,' r 3.34'-3.73' REMOVE EXISTING PAVING AI RECONSTRUCT OR AS DIRECTED BY R/W 10' PER. FL 2_1 361 360 359 358 357 SCALE: H ORI Z. 1"' = 50' VERT. 1 to = 2' i_ -- 361 - -- - - --+- -_ - - _ -_ - - -- -- -- 360 --- -- - - -- -- ----- -- 359 358 + 357 -------- - c6 M SEE SECTION CROSS SECTION DI ALL DRIVEWAYS MUST BE ADA COMPLIANT ! REVISION Al BY: / � - ` -- 3 - RO EB RT E SMITH DATE ( R.C.E. 35473 EXP. 9-30-19 t\ !Y. r'D,., (&' _I - w Qa_ P :, _ w C6 � 20' I . T < —I 45 GRADE -0.:60% SEE SHEET 8 m o � � U M U) aw� Z Z z m O M W X � i UJ — -- — o J CONTRACTOR TO OBTAIN PERMIT FROM KERN COUNTY FOR GRADING IN EXISTING R/W NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 1 ffIYA UI, T DRIVE 1 �0 11 12 13 14 7! -- -0.20% - - -- - ---� -- 299.99' C7; CD _ M p c.)_ NORTH-FLD4kINE -- r7 ;> O O 00 4 - PI) 00 C_.) c ♦ + ♦ + C.5O .— m v 100' VERTICAL fdJ�4E. C> __--- -____- + -4: Lo M ESC. GROUND ® CL -- -0-20% L_ -0.20% -------__ LO — — o ai M o - T,`to �� M - - E - -- 004� > o- 0 W > I CUR `s' -- — — -- m r - °' - Wm i M O - - — I _ U c6 co ♦ M co 100 VERTICAL CURVE ---- --- X o ; x - w --- �Z Q 15 E '0-18 DATE ` RECONSTRUCT EXIST. MENTS )) LOG MENTS 0) 20' 5' 5' :7c LLJ EX PAVING x 1MAXw� -- - ti 4. FL\ TO DAYLIGHT SECTION C- C N. i. S. d P _ GRADE -0.:60% M L — -- — 4 _A QTS --- - - (21 --EX 11 GRADE 0. J - - c �4g,OFESSlp 9� E w No. 35473 9/30/19 �p.���Q pF CAL1 361 _ 360 - -- -- 359 358 357 ROBERT E. `SMITH RCE 35473 .= C (Rid DRAWNrQ" C-'DRI;ECTI0NS §Y.- DATE EPlio N 7-- m 00 I Lc) � .1 � I I X �-� �& w wI CO �� � P C I O�qO © Q0o 58.38 TR BODY o _ _r FL -� Da EX. E.P. cn �,L, c/1)� CL HINAULT DRI U DRAINAGE DETAIL EX E SECTION B -B c N. T. S. 0 m� 42 L EGEND; o S TD, CI T Y SUK' VEY MONUMENT <TO BF CONS T OR EXIS TS AS N!7TED> STD, S TREE T L IGH T - 9500 LFI' STD, S TREE T L IGH T- 22000 L Ej9 - S TD, S TREE T NAME SIGN (MF TR> �- S TD, CI T Y S TREE T NAME SIGN S TD, CURB RAmp C ADA COMPLIANT DRI VEWA Y TRAFFIC CONTROL SIGN /f P T RADIAL TG' CEN TERL INE STA TION -w- TYPE "All CATCH BASIN -0- STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING AND PL! L BOXES 0 PA VINE TO BE RE -M17 VED AND REMWRLIC T R Cl TY RECORDS # -- 36.' 360 - - - -359 _.358 _ Sm. - - - - --- -357 e - - TRW -T , T _ STREET - PLAN & --PROFILE _ HINAULT DRIVE SHEET 2�, OF--- 3 SHEETS �, SCALE: NOTES: Q1 6' CHAIN LINK FENCE TO BE REMOVED 0 CONSTRUCT PEDESTRIAN WALK—AROUND PER COB PROPOSED STD. ST -7 H ORI Z. 1 " = 50' VERT. 1 it = 2' rl z W MAZ I •� ALL DRIVEWAYS MUST BE ADA COMPLIANT o -� 0 2 02 X - - - 45 EX. — ..82653 0 "' TR. BNDY. ` `� Z 0y.0 o N 89`42'1 E ;` Q o0 1 EXIS TING SUMP PER TRACT 603E o CD N o I CD z N ..,c,�59 12 6" SEVER N 3/-/ - J l HIV11WIJ KL,1JVLIVLL 1/1-,'1 VL WH Y EXIE 11 NG IMPRU VEMEN TS PER TRACT 6036 NOTE: CONSTRUCT STFEET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 1 CD CO PA m (CD u)? T INFO ONLY FLOWLINE CURVE DA TA 3 3 q RADIUS �O q 12'27'43" 14.29' 35.00' 27.13' 2 134'24'55 0i Cj 98.53' C -)i Cu $Q rn `. � it I zl � , W f Q , I -� O U C15 o -� 0 2 02 X - - - 45 EX. — ..82653 0 "' TR. BNDY. ` `� Z 0y.0 o N 89`42'1 E ;` Q o0 1 EXIS TING SUMP PER TRACT 603E o CD N o I CD z N ..,c,�59 12 6" SEVER N 3/-/ - J l HIV11WIJ KL,1JVLIVLL 1/1-,'1 VL WH Y EXIE 11 NG IMPRU VEMEN TS PER TRACT 6036 NOTE: CONSTRUCT STFEET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 1 CD CO PA m (CD u)? T INFO ONLY FLOWLINE CURVE DA TA 3 3 TANGENT RADIUS q q 12'27'43" 14.29' 35.00' 27.13' 2 134'24'55 0i Cj 98.53' C -)i Cu M C') -� O U C15 ­iO o� 8 �I I o -� 0 2 02 X - - - 45 EX. — ..82653 0 "' TR. BNDY. ` `� Z 0y.0 o N 89`42'1 E ;` Q o0 1 EXIS TING SUMP PER TRACT 603E o CD N o I CD z N ..,c,�59 12 6" SEVER N 3/-/ - J l HIV11WIJ KL,1JVLIVLL 1/1-,'1 VL WH Y EXIE 11 NG IMPRU VEMEN TS PER TRACT 6036 NOTE: CONSTRUCT STFEET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 1 CD CO PA m (CD u)? T INFO ONLY FLOWLINE CURVE DA TA NUMBER ANGLE TANGENT RADIUS LENGTH 1 12'27'43" 14.29' 35.00' 27.13' 2 134'24'55 99.95 42.00' 98.53' JVESSIO w No. 30473 ROBERT E. SMITH RCE 35473 DATE 9/30/19' � *f CI V IL T OF C Alu "Q:l;0R7 DRAW 40" i CORRECTIONS B`(:_ LEGEND; o S TR Cl T Y SUR VE:," MONUMENT (TO BE CONS T OR EXIS TS AS NOTED) S TD, S TREE T T IGH T- 9,500 L ED 4 S TD, S TREE T L IGH T- 22000 L ED S TD, S TREE T NAME SIGN OME TROD S TR Cl T Y S TREE l_ NAME SIGN S TD, CURB RAMP ADA COMPL IANT DRI VE_ WA Y �- TRAFFIC CONTROL SIGN x PT RADIAL TO ff t J TERL INE STA TION T TYPE "A " CATCH BASIN -f�j- STANDARD TRAFFIC' SIGNAL INTERCO INEC T, WIRING AND PULL XIXES 41CITY RECORDS mlthTech _* U.l)A I N C O R P O R A T E D TRAC T No, 7237 S Ti_�'EET PL AN & PR!7FIL E COCO PALM COURT SHEET 3 0F 3 SHEENS