The URL can be used to link to this page

Home My WebLink About6.1-1801 RevisionI a I m ,i I 0 0 DIRECTOR,m moliii J� will PUBLIC WORKS CITY OF BAKERSFIELD BENC MARK L BEINGTOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE EAST QUARTER CORNER OF SECTION 5. 30/28 M.D.M. LYING 29.450 SOUTH OF THE CENTERLINE INTERSECTION OF EAST BELLE TERRACE AND COTTONWOOD ROAD, ELEVATION = 385.41 (USGS DATUM) PER TRACT 6378 PLANI LEGAL C R 1, P Ll G., N._,..': RANGE 28 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIF,, CASA LOMA DMIVO 4'ky" I Nl T " M A Alm. CENTERLINE"vj'l T TO BE USED FOR BIDDING DRIVEWAY STREETS FLOWLINE CONCRETET BEGIN ECR— END CURB RETURN I- POINT OF INTERSECTION SF END CURVE 2,368 BEGINEC— I INTERSECTION I POINT ON VERTICAL CURVEBVC— VERTICALPOVC— BEGIN STREET NAME SIGNS VERTICALEVC— END E POINT POINT CURVATURE WHEELCHAIR RAMPS POINT GB_ GRADE BREAK HIGH POINT HECK AND INSPECTION FEE CALCULATIONS. LEGENDSAWCUT T TO BE USED FOR BIDDING STREETS CONCRETET LOCAL STREET 1,317 L A.C./O.40' A. q i SF " CURB AND GUTTER 2,368 LF CONCRETE SIDEWALKF MONUMENTSURVEY ENCASEMENT STREET NAME SIGNS 1 E TRAFFIC L SIGNS WHEELCHAIR RAMPS A CATCH -BASIN A LED STREET LIGHTS EA COMMERCIAL IE APPROACH E SAWCUT 880 L AND REPLACE EX. PAVEMENT 3,960 SF (CITADEL STREET) MEET INDEX DIRECTION R DRAINAGE CONCRETET EXISTING STREET NAME SIGN LUMEN5800 T EET LIGHT CATCH BASINw/NUMBER PROPOSED STREET NAME SIGN 19. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED #i!•7 E D PLANS. UL CONDITIONS BE CHANGED, x REVISED PLAN . SHALL BE SUBMITTED J CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 4 LUMINAIRES w SHALL BE SOLID STATE PHOTOCELL (ORIENTED AND SHALL CONFORM TO THE LATEST 71s # REQUIREMENTS 1 CURRENT ! A li it LED IY - I► TING SPECIFICATIONS A �F 7� 1► R LIG#� 21. ANY ITEMS IN WORKS « Ir # A A [ « x A IIIOR DO NOT MEET #.R.. A A MII{ IF PUBLIC REQUIRE REPAIRING AND/OR UPGRADING A PER CITY ENGINEER. 22. NTH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 23. MAXIMUM SLOPE RATIO # #* BACK OF SIDEWALKI[ FACE ! a. lR STRUCTURE RR" SHALL 4- EXCEPT FOR Y1a TWO FEET BEHIND THE SIDEWALK WERE THE MAXIMUM SLOPE SHALL BE 270, ALTERNATIVELY, THE CITY ENGNEER, � APPROVE 7 ONTO THE SIDEWALK. Q.OQ, ASPHALI - C.O.K.REIE, P.A)LINQ. EMMA 1. ASPHALT r1► SHALL BE # (MODIFIED) FOR ALL ARTERIAL **1 AND COLLECTOR STREETS AND TYPE (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR 1* IO O THE ADD11ION OF ASPHALT w D:. a1 THE COMBINED MINERAL AGGREGATE ' TYPE A (MODIFIED) O.» TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT M.#* # A (MODIFIED) . ASPHALT CONCRETE AND # # (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 TA13LE FOR PERFORMANCE GRADED ASPHALT BINDER, 92-1.02(B), *# *A i STANDARD S1i* #y WORK. 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 AMOUNT O: ASPHALT BINDER SHALL l;llAPPROVED IIS 1 5. ALEAST DAYS PRIOR 7 THE START OF WORK, THE CONTRACTOR SHALL SUBMIT AR THE CITY ENGINEER'S REVIEW AND APPROVAL: A sk AGGREGATE . * A ,.: a ASPHALT O.# INCORPORATED jj B. OCUMENTATION VERIFYING THAT THE AGGREGATES TO BE IN THE RK CONFORM TO TH REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDAR SPECIFICATIONS AND THESE SPECIAL # MATERIAL i A ANALYSIS # SAND 1 !1� RESULTSLENT TEST t T BE OLDER THAN PROVISIONS. a ALL OTHER TEST RESULTS OLDERA ONE iYEAR. MIXTUREC. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE NTH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIG ALONG NTH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN AS DETERMINED BY ASTM D2041. 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 [ i«w' # TO THREE YEARS THE CONTRACTOR SHALL BEAR 11 A.L. COSTS ASSOCIATED AII{ ASPHALT '„A jr' ETE 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 A STRAIGHT A EITHER PARALLEL OR PERPENDICULAR #wsA N. CENTERLINE M STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING ! GE OF PAVEMENT. 7. A PRIME # A i i BE REQUIRED 1F NON -PAVED AREAS A BE SURFACED ►# 7 PLACEMENT A ! ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL PLACED .D A ROAD AND PRIVATE *A ITER WHERE ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE `# s r k LAYER OF ASPHALT kr� PAVING OPERATIONS SHALL BE C IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES GREATER +. X.* THANTHAT MICH A M. SURFACED DURING IR « NORMAL O# A #A OPERATIONS. k XASPHALT SHALL . PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED .. "*XD TO ! 311A - 1� TEMPORARY R NFOR BEFORE LANES ' A «. OPENED 1 PUBLIC � L +lR A : KRAFT 1 PAPER, ! It11� OTHER A * it ► BOND # AU MAY BE PLACED k UNDER CONFORMS FACILITATE . ak REMOVAL A i 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 # CONDUCTED # MANNER THAT THE LAYER 7 ASPHALT CONCRPLACED 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 x F ADDITIONAL .D: A ASPHALT Y!! SHALL PLACED F d ALONG #R y,D # S DROP-OFFS lr R.: EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED ;.,# yD O FORM ry. TEMPORARY �.1R A M BEFORE CONFORMS LANES ARE OPENED TO '# TRAFFIC. X A KRAFT PAPER, # # X�+nr OTHER APPROVED itY� tt R #. « IF BREAKER, # :il PLACED UNDER THE CONFORMS 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 A :# ACE DENSITY '. .NY LOT ;.. A ! ALT *ETE IS LESS DETERMINED k • PERCENT it GREATER RE Af # • d PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED TIHAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. QM 15, IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 967*, 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 CONTRACTOR'S 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 NTH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE OES T MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE IROTOLERANCE BY EITHER:A'Rk ■ GRINDING EQUIPMENTt ENGINEER.REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY # ALL BE A CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, a+ i" A NECESSARY, ENLARGE GRINDING ,IIS AREA SO A LONGITUDINAL GRINDINGOF # • / A CONSTANT FROM, 7# A ARE A PARALLEL • A ar NEAREST LANE LINE PAVEMENT * EDGE, : 1"THE TRANSVERSE t AND A GRINDING ARE M NORMAL r lPAVEMENT ALL CONFORM �1 GROUND AREAS y1 A SHALL NEAT RECTANGULAR UNIFORM t AREAS SURFACE i c ## A.X TO THE ABRASIVE GRINDING SHALL #* REQUIREMENTS 1.!R FIRST PARAGRAPH A 111 A wA..W # LAST R PARAGRAPHS A I! X • a 1' t # O THE STANDARD 'X SPECIFICATIONS. F X FOG SEAL X SHALL APPLIED ALL FINISHED ASPHALT * A M ACES A CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION A DIRECTED IR 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICATIONS h: M CLASS AGGREGATE - *4. i AB) CONFORMING 6 OF THE [ # [ STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECT A 1YII• . * A OF THE * # ALLOWS : * Off.OF THE VOLUME TO BE RECLAIMED X. * ,l .. RTLAND CONCRETE, P CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS OTHER RECYCLED BASES SHALL ! BE A. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. THE PAVING A . # A:..# SHALL GRADE 11 A.: PAVING at.. aFOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION1PERTHE CITYBAKERSFIELD- IMMEDIATELY ONE OF THE FOLLOWING: A ASPHALT CONCRETE N ASPHALT AIr BASE TO BE PLACED R F GRADING '11a.i PLANE, A. GRADING A D PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE 13. WHEN SUBBASE : BASE A!A. (OTHER ► A #' IRX Y1 ASPHALT ` PLACED 1L* ON GRADING PLANE, A GRADING # [ AT ANY POINT SHALL VARY .R x ! ! • A ABOVE l 7BELOW GRADE ESTABLISHED a*F I. A: L1 GRADING XN D PREPARATION •:A#AY SHALL CONFORM II.ar yr PLAN, r A APPENDIX #" CALIFORNIA R■ A MOIFIED BY CITY OF BAKERSFIELD ORDINANCE NO. 4472, ANTHE GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC., DATED AUGUST 24, 2016, SO FILE NO. 16-15873 AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL BEMADE A PART HEREOF, QI.W �IA.NUAK, ELAIE5 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, UNLESS {OTHERWISE NOTED) CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION ST --1 CURB AND GUTTER (TYPE "A",#I AND "C") ST -2 COMMERCIAL DRIVEWAY ST -3 DATED 10/15 COMMERCIAL/MULTI-FAMILY DRIVE APPROACH ST --4 RESIDENCE DRIVEWAY ST --5 DATED 10/15 COMBINATION SIDEWALK ST --6 DATED 1/11/99 PAVEMENT PATCHES ST --7 CROSS --GUTTERS ST ---8 26 INCH PART CIRCLE CULVERT ST --9 STREET SPECIFICATIONS ST --10 STREET SECTIONS ST --10A STREET SECTIONS 19 ST ---11 DATED 6/99 STANDARD PAVEMENT PATCHES ST --12 DATED 6/99 STANDARD TRENCH BACKFILL COMPACTION 5T-13 SURVEY MONUMENT ST -14 "STREET LIGHT, MAST ARM TYPE ST -15 CUL--DE--SAGS ST -16 STREET KNUCKLE **FIBERGLASS STREET LIGHTS NOT ALLOWED lubAlo A P 1111 '119 WIDE CROSS --GUTTER ST -2 DATED 6/2/99 MEDIAN CURBS (TYPE "M","M--1" AND "M-2") ST --19 HANDICAP RAMPS ST -20 PRIVATE STREET GATES ST -21 " "; # k S ., / ,A" � F i 7 # A #� A # # ■ � x x. � � '' [ # � � . � � :k # -A ST -22 DATED 1/11/99 TRENCH BACKFILL AND COMPACTION # l i SIDEWALK UNDERDRAIN D--11 A : M * A... t. � a i 11� M if► � � M A � M ".. � # I� « � 1► . iM w I! a 1► # A. M # ■ # w a IF 5/99 CATCH --BASIN, TYPE ''A19 D--15 i� ! • A � 1 A A to R � A iRl � � A • ik GUTTER DEPRESSIONS SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION SW --5 FRAMES & COMER FOR MANHOLES & CLEANOUTS T--1 STREET SIGN, POST TYPE T--3 MAJOR COLLECTOR TRANSITION # 7 R I� s � * s � «« � it iIR � � IR * # eR � r � � :� r A � �► T-12 MINIMUM ACCESS DESIGN 0 T-34 DATED 09/99 TRAFFIC SIGNAL INTERCONNECT -- WIRING AND PULL BOXES �F R 1W A A '.. �. « F :� " :i � « � it. � rk i! . � � A � :♦ ! l : � # � * A � M A. * 4 � * A # X. A A 'j� . k . II•• � * IR M � Y i i ! A �!. * �i•.. A � ♦• �af. M A 71r �. 1! t i i� # �.. �: A � � # ! * FI1 rt *e. ;. a • � � j► � : # +c �. _. w e .;fir "x � a * IIS � . ,� 111 f� �r ♦ 1, A � 1 � !r # # � : # � * A # � w # � N � F � �.:1� Du I A ! i. A iF. s A. Y A IR A "• F * . A r A Y I► � � A � # � ! � # # A �► h A a'i * ' i 7 ;A.� � # A 1'. :111 w R,► A � �.. � � 111 i i 7s 1,,. / IY A A M. a` A A N A♦ A* A. A .: � : r' a � *' A. : A A # il1 7• A * ■. tN A # * w ii A► A « ... , s r#� 19. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED #i!•7 E D PLANS. UL CONDITIONS BE CHANGED, x REVISED PLAN . SHALL BE SUBMITTED J CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 4 LUMINAIRES w SHALL BE SOLID STATE PHOTOCELL (ORIENTED AND SHALL CONFORM TO THE LATEST 71s # REQUIREMENTS 1 CURRENT ! A li it LED IY - I► TING SPECIFICATIONS A �F 7� 1► R LIG#� 21. ANY ITEMS IN WORKS « Ir # A A [ « x A IIIOR DO NOT MEET #.R.. A A MII{ IF PUBLIC REQUIRE REPAIRING AND/OR UPGRADING A PER CITY ENGINEER. 22. NTH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 23. MAXIMUM SLOPE RATIO # #* BACK OF SIDEWALKI[ FACE ! a. lR STRUCTURE RR" SHALL 4- EXCEPT FOR Y1a TWO FEET BEHIND THE SIDEWALK WERE THE MAXIMUM SLOPE SHALL BE 270, ALTERNATIVELY, THE CITY ENGNEER, � APPROVE 7 ONTO THE SIDEWALK. Q.OQ, ASPHALI - C.O.K.REIE, P.A)LINQ. EMMA 1. ASPHALT r1► SHALL BE # (MODIFIED) FOR ALL ARTERIAL **1 AND COLLECTOR STREETS AND TYPE (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR 1* IO O THE ADD11ION OF ASPHALT w D:. a1 THE COMBINED MINERAL AGGREGATE ' TYPE A (MODIFIED) O.» TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT M.#* # A (MODIFIED) . ASPHALT CONCRETE AND # # (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 TA13LE FOR PERFORMANCE GRADED ASPHALT BINDER, 92-1.02(B), *# *A i STANDARD S1i* #y WORK. 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 AMOUNT O: ASPHALT BINDER SHALL l;llAPPROVED IIS 1 5. ALEAST DAYS PRIOR 7 THE START OF WORK, THE CONTRACTOR SHALL SUBMIT AR THE CITY ENGINEER'S REVIEW AND APPROVAL: A sk AGGREGATE . * A ,.: a ASPHALT O.# INCORPORATED jj B. OCUMENTATION VERIFYING THAT THE AGGREGATES TO BE IN THE RK CONFORM TO TH REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDAR SPECIFICATIONS AND THESE SPECIAL # MATERIAL i A ANALYSIS # SAND 1 !1� RESULTSLENT TEST t T BE OLDER THAN PROVISIONS. a ALL OTHER TEST RESULTS OLDERA ONE iYEAR. MIXTUREC. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE NTH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIG ALONG NTH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN AS DETERMINED BY ASTM D2041. 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 [ i«w' # TO THREE YEARS THE CONTRACTOR SHALL BEAR 11 A.L. COSTS ASSOCIATED AII{ ASPHALT '„A jr' ETE 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 A STRAIGHT A EITHER PARALLEL OR PERPENDICULAR #wsA N. CENTERLINE M STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING ! GE OF PAVEMENT. 7. A PRIME # A i i BE REQUIRED 1F NON -PAVED AREAS A BE SURFACED ►# 7 PLACEMENT A ! ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL PLACED .D A ROAD AND PRIVATE *A ITER WHERE ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE `# s r k LAYER OF ASPHALT kr� PAVING OPERATIONS SHALL BE C IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES GREATER +. X.* THANTHAT MICH A M. SURFACED DURING IR « NORMAL O# A #A OPERATIONS. k XASPHALT SHALL . PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED .. "*XD TO ! 311A - 1� TEMPORARY R NFOR BEFORE LANES ' A «. OPENED 1 PUBLIC � L +lR A : KRAFT 1 PAPER, ! It11� OTHER A * it ► BOND # AU MAY BE PLACED k UNDER CONFORMS FACILITATE . ak REMOVAL A i 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 # CONDUCTED # MANNER THAT THE LAYER 7 ASPHALT CONCRPLACED 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 x F ADDITIONAL .D: A ASPHALT Y!! SHALL PLACED F d ALONG #R y,D # S DROP-OFFS lr R.: EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED ;.,# yD O FORM ry. TEMPORARY �.1R A M BEFORE CONFORMS LANES ARE OPENED TO '# TRAFFIC. X A KRAFT PAPER, # # X�+nr OTHER APPROVED itY� tt R #. « IF BREAKER, # :il PLACED UNDER THE CONFORMS 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 A :# ACE DENSITY '. .NY LOT ;.. A ! ALT *ETE IS LESS DETERMINED k • PERCENT it GREATER RE Af # • d PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED TIHAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. QM 15, IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 967*, 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 CONTRACTOR'S 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 NTH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE OES T MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE IROTOLERANCE BY EITHER:A'Rk ■ GRINDING EQUIPMENTt ENGINEER.REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY # ALL BE A CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, a+ i" A NECESSARY, ENLARGE GRINDING ,IIS AREA SO A LONGITUDINAL GRINDINGOF # • / A CONSTANT FROM, 7# A ARE A PARALLEL • A ar NEAREST LANE LINE PAVEMENT * EDGE, : 1"THE TRANSVERSE t AND A GRINDING ARE M NORMAL r lPAVEMENT ALL CONFORM �1 GROUND AREAS y1 A SHALL NEAT RECTANGULAR UNIFORM t AREAS SURFACE i c ## A.X TO THE ABRASIVE GRINDING SHALL #* REQUIREMENTS 1.!R FIRST PARAGRAPH A 111 A wA..W # LAST R PARAGRAPHS A I! X • a 1' t # O THE STANDARD 'X SPECIFICATIONS. F X FOG SEAL X SHALL APPLIED ALL FINISHED ASPHALT * A M ACES A CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION A DIRECTED IR 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICATIONS h: M CLASS AGGREGATE - *4. i AB) CONFORMING 6 OF THE [ # [ STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECT A 1YII• . * A OF THE * # ALLOWS : * Off.OF THE VOLUME TO BE RECLAIMED X. * ,l .. RTLAND CONCRETE, P CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS OTHER RECYCLED BASES SHALL ! BE A. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. THE PAVING A . # A:..# SHALL GRADE 11 A.: PAVING at.. aFOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION1PERTHE CITYBAKERSFIELD- IMMEDIATELY ONE OF THE FOLLOWING: A ASPHALT CONCRETE N ASPHALT AIr BASE TO BE PLACED R F GRADING '11a.i PLANE, A. GRADING A D PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE 13. WHEN SUBBASE : BASE A!A. (OTHER ► A #' IRX Y1 ASPHALT ` PLACED 1L* ON GRADING PLANE, A GRADING # [ AT ANY POINT SHALL VARY .R x ! ! • A ABOVE l 7BELOW GRADE ESTABLISHED a*F I. A: L1 GRADING XN D PREPARATION •:A#AY SHALL CONFORM II.ar yr PLAN, r A APPENDIX #" CALIFORNIA R■ A MOIFIED BY CITY OF BAKERSFIELD ORDINANCE NO. 4472, ANTHE GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC., DATED AUGUST 24, 2016, SO FILE NO. 16-15873 AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL BEMADE A PART HEREOF, QI.W �IA.NUAK, ELAIE5 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, UNLESS {OTHERWISE NOTED) CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION ST --1 CURB AND GUTTER (TYPE "A",#I AND "C") ST -2 COMMERCIAL DRIVEWAY ST -3 DATED 10/15 COMMERCIAL/MULTI-FAMILY DRIVE APPROACH ST --4 RESIDENCE DRIVEWAY ST --5 DATED 10/15 COMBINATION SIDEWALK ST --6 DATED 1/11/99 PAVEMENT PATCHES ST --7 CROSS --GUTTERS ST ---8 26 INCH PART CIRCLE CULVERT ST --9 STREET SPECIFICATIONS ST --10 STREET SECTIONS ST --10A STREET SECTIONS 19 ST ---11 DATED 6/99 STANDARD PAVEMENT PATCHES ST --12 DATED 6/99 STANDARD TRENCH BACKFILL COMPACTION 5T-13 SURVEY MONUMENT ST -14 "STREET LIGHT, MAST ARM TYPE ST -15 CUL--DE--SAGS ST -16 STREET KNUCKLE **FIBERGLASS STREET LIGHTS NOT ALLOWED CALIRAN5. �LANDARU P.LAN� &. SPECIFICA-n I. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION at. CALTRANS STD. PLAN DESCRIPTION ` FIS6 EDITION) CURB RAMP DETAILS R f W CA 30' 30' lot 20' 201 ... +sr81 FINISHED GRADE i ,, 7' 2' TYP. qq MAX SEE C.D.B. STD. DWG. ST -i1 FOR SLOPE PARAMETERS f -%D A nc I MM SEE PLAN VIEW FOR STRUCTURAL SEC ZION 60" RIGHT-OF-WAY SCALETYPICAL CROSS SECTION MARDI GRAS COURT - CITADEL STREET NOT TO CA I STING IMPROVEMENTS FINISHED GRADE s TYPE r CURB i GUTTER W1 SIDEWALK5.5' WIDE COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. \, ' SAWCUT EXISTING PAVEMENT ,5' EITHER `_-�-�-- SIDE OF PROPOSED STORM DRAIN AND REPLACE PAVEMENT PER C.O.B. STD. DWG. ST -11 "STANDARD PAVEMENT PATCHES" - PATCH IN ASPHALT CONCRETE SURFACE PROPOSED STORM DRAIN (OR AS DIRECTED BY CITY ENGINEER). 0" RIGHT-OF-WAY EXISTING GROSS SECTION CITADEL STREET ry NOT TO SCALE JA30141Improvements\City Approval\Street Plans\dwgi3014-ST_Front Sheet.dwg NATE SLINKARID ST ---17 WIDE CROSS --GUTTER ST -2 DATED 6/2/99 MEDIAN CURBS (TYPE "M","M--1" AND "M-2") ST --19 HANDICAP RAMPS ST -20 PRIVATE STREET GATES ST -21 REFUSE CONTAINER PAD ST -22 DATED 1/11/99 TRENCH BACKFILL AND COMPACTION REQUIREMENTS D-10 SIDEWALK UNDERDRAIN D--11 DRAINAGE BASIN D--14 DATED 5/99 CATCH --BASIN, TYPE ''A19 D--15 CATCH -BASIN, TYPE "A--1" D-16 GUTTER DEPRESSIONS SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION SW --5 FRAMES & COMER FOR MANHOLES & CLEANOUTS T--1 STREET SIGN, POST TYPE T--3 MAJOR COLLECTOR TRANSITION T-12 MINIMUM ACCESS DESIGN 0 T-34 DATED 09/99 TRAFFIC SIGNAL INTERCONNECT -- WIRING AND PULL BOXES CALIRAN5. �LANDARU P.LAN� &. SPECIFICA-n I. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION at. CALTRANS STD. PLAN DESCRIPTION ` FIS6 EDITION) CURB RAMP DETAILS R f W CA 30' 30' lot 20' 201 ... +sr81 FINISHED GRADE i ,, 7' 2' TYP. qq MAX SEE C.D.B. STD. DWG. ST -i1 FOR SLOPE PARAMETERS f -%D A nc I MM SEE PLAN VIEW FOR STRUCTURAL SEC ZION 60" RIGHT-OF-WAY SCALETYPICAL CROSS SECTION MARDI GRAS COURT - CITADEL STREET NOT TO CA I STING IMPROVEMENTS FINISHED GRADE s TYPE r CURB i GUTTER W1 SIDEWALK5.5' WIDE COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. \, ' SAWCUT EXISTING PAVEMENT ,5' EITHER `_-�-�-- SIDE OF PROPOSED STORM DRAIN AND REPLACE PAVEMENT PER C.O.B. STD. DWG. ST -11 "STANDARD PAVEMENT PATCHES" - PATCH IN ASPHALT CONCRETE SURFACE PROPOSED STORM DRAIN (OR AS DIRECTED BY CITY ENGINEER). 0" RIGHT-OF-WAY EXISTING GROSS SECTION CITADEL STREET ry NOT TO SCALE JA30141Improvements\City Approval\Street Plans\dwgi3014-ST_Front Sheet.dwg NATE SLINKARID 0 CONSIRUC1.1QN, 2EQ1,0QATIONS C's} mw - xxx CONSTRUCT TYPE "B" 6" CURB & CUTTER PER C.O.B. STD. DWG. ST -1 (DATED 6/2/99) CITY LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -5 (DATED 10/15) CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. Q CONSTRUCT WHEELCHAIR RAMP PER CALTRANS 2006 REVISED STANDARD PLAN A88A CASE "A". 0 l= CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 (DATED 6/2/99) 0 z REPLACE W[l`H CONC. MON. SURVEYOR OF RECORD SHALL FILE CORNER 00 RECORD WITH COUNT OF KERN. CONSTRUCT STANDARD COMMERCIAL DRIVE APPROACH PER C.O.B. STD. DWG. NO. ST -3 (DATED 10/15) PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) Q SAWCUT TO NEAT, CLEAN VERTICAL FACE AND PATCH BACK PER C.O.B. STD. DWG. ST -11 (DATED 0 EXISTING RIGHT-OF-WAY (PER PARCEL MAP 12062-1) 6/2/99) THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) INSTALL (2) 4" SCH 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30" COVER, -1 0 EXISTING EDGE OF PAVEMENT MINIMUM) PROPOSED WATER MAIN (SEE CAL -WATER PLANS) xy INSTALL NEW 1 POST SIGN, SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE II PROPERTY LINE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. FL FLOWLINE STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. V-�o l 10 I LTJ I I I 0 II m I I lt� CITADEL STREET (SEE SHEET C1.04) 55.40' ON CURVE it 00 00 :40D 4=0 I la! ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. Itch: INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 xxx AND C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) CITY LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, COUNTY CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 0 FOUND MONUMENT AS DESCRIBED. 0 l= CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. to 00 z REPLACE W[l`H CONC. MON. SURVEYOR OF RECORD SHALL FILE CORNER tC7 RECORD WITH COUNT OF KERN. (D PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) Q PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) _j EXISTING RIGHT-OF-WAY (PER PARCEL MAP 12062-1) 00 PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) ,,>g r EXISTING EDGE OF PAVEMENT -W- PROPOSED WATER MAIN (SEE CAL -WATER PLANS) xy PROPOSED FIRE HYDRANT (SEE CAL -WATER PLANS) it 00 00 :40D 4=0 I la! ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. <> INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 xxx AND C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) CITY LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, COUNTY CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 0 FOUND MONUMENT AS DESCRIBED. 0 l= CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. e FD 2" I.P. W/TAG MKD "7-20-65 KCS" PER K.C.S.F.B. 710, PG. 55. REPLACE W[l`H CONC. MON. SURVEYOR OF RECORD SHALL FILE CORNER 00 RECORD WITH COUNT OF KERN. (D PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) Q PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) _j EXISTING RIGHT-OF-WAY (PER PARCEL MAP 12062-1) 00 PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) ,,>g r EXISTING EDGE OF PAVEMENT -W- PROPOSED WATER MAIN (SEE CAL -WATER PLANS) xy PROPOSED FIRE HYDRANT (SEE CAL -WATER PLANS) T_ PROPERTY LINE REVISIONS APPROVED- ., FRED W. PORTER XCE 33448 $1QN,..QQQE5 R1 -1 - STOP SIGN R30A(CA) - NO PARKING 51 -1 - SCHOOL CROSSWALK WARNING W16_9p - AHEAD SW4-�(C:A) - SCHOOL CROSSWALK WARNING PARKING CROSSWALK 11 CR2 6 (C :A) :NO P A R"K I �NG NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. .5.IGN, LEGE 'm INSTALL NEW 1 POST SIGN PER CO.B. STD. DWG. T-1 PROPOSED SIGN LOCATION 1 CC INSTALL 12' WIDE CONTINENTAL CROSSWALK PER CALTRANS CALTRANS STD. A24F 'lox D1 GRAS COL CONSTRUCT MIN. 0.30' A.C. PAVING OVER MIN. 0.401 CL -11 AGGREGATE BASE OVER MIN. 1.00' NAT. OR COMPACTED TO 95% MAX. DENSITY 11=6.0 - . - .m�. � � � .w.,. - - w...«.m. - - - - � *- -.0" - - -..*. - - .r.w. '*_ � __ - rwres ".0t "� � � . -w"o � 12+60.27 (20.00' LT )= 12+67.42 (17.00' LT)= 13+33170 17.0 LT )= 13+40.84(20.00' LT)= FL 12+60.27 BCR 68.22 PRC FL 13+36.13 PRC FL 13+44.09 ECR [L=387,311 FL=387.29 FL=387.10 � i l ID-, PAINT' El8g R26 Qkw-i C C8 SW4-2(CA) C8 C8 0.25%0.29% 12+7L4.5:6(141.00' LT =!7 ------ 1 0.29% FL 12+76.18 ECR T* 13+26.56 (14.00' LT)= 1 FL= 3$7.27 , 12'- IL 15,+28.18 BORR AC -3§7.73_ FL=387-12 AC=�87.78/1' cc TC=3V:7' 1\ AL-�387.52 12+74,56 (14.00' RT)= 13+26.56 (14W RT)t- FL 12+76.18 ECR 1 0.35% FL 13+28-18 BCR FL= 387. FL=387.09 C x Lj SW4-2(CA) 00 0.38% 11 0. * I 11_4 0.387. C8 C8 c fLl Em \LyR2fi CA 74 I JPAINT CURB RED 3 12+60.27 (20-00', RT)3 2+67.42 (17.00' RT)- 13+33.70 7.00' RT)-- 13+40-84 (20.00' RT)= FL 12+600 SCR FL 12+68.22 PRC FL 13+36.13 PRC FL 13+44.09 ECR FL= 387.33 G8 FL=387.30 FL=387-06 FL= 387.03 G8 e.r.su r.mir, siwn eemwer se.s +antes wnrrm www oiwr we+um. e.o.mor .mums uwrtM .wa. +err ..+.. .Felr. .we++w das. .oeWe .e..+ pwrw .wee reww wox,. .osrM+ seweur .wlsr s.emr n.aw ernes s.pn. .r.n+oases, ..�v. .se.. .i.ri. ..q.+ aw.m.r .Mtlrw w�w� KA -"*'N. MID -BLOCK CROSSWALK DETAIL \\1 �13 SCALE 1'$=20' CITY COUNTY�_ v COTTONWOOD ROAD (BY SEPARATE PLANS) A CITY -i- COUNTY HORIZONTAL: 1"=40" VERTICAL! 1"=2' Nor No� Ne ,V_ Nr _Nr- � CURVE TABLE CITY COUNTY 11 00 11 4r. ate) Z�-8 0 l= It 0 00 Ito 0) (o La 00 j -J�q- co JW 00 cy! 00 _j (D 00 00 ul) •n or,: ,,>g r 04 qoo ov- QGn 'lox D1 GRAS COL CONSTRUCT MIN. 0.30' A.C. PAVING OVER MIN. 0.401 CL -11 AGGREGATE BASE OVER MIN. 1.00' NAT. OR COMPACTED TO 95% MAX. DENSITY 11=6.0 - . - .m�. � � � .w.,. - - w...«.m. - - - - � *- -.0" - - -..*. - - .r.w. '*_ � __ - rwres ".0t "� � � . -w"o � 12+60.27 (20.00' LT )= 12+67.42 (17.00' LT)= 13+33170 17.0 LT )= 13+40.84(20.00' LT)= FL 12+60.27 BCR 68.22 PRC FL 13+36.13 PRC FL 13+44.09 ECR [L=387,311 FL=387.29 FL=387.10 � i l ID-, PAINT' El8g R26 Qkw-i C C8 SW4-2(CA) C8 C8 0.25%0.29% 12+7L4.5:6(141.00' LT =!7 ------ 1 0.29% FL 12+76.18 ECR T* 13+26.56 (14.00' LT)= 1 FL= 3$7.27 , 12'- IL 15,+28.18 BORR AC -3§7.73_ FL=387-12 AC=�87.78/1' cc TC=3V:7' 1\ AL-�387.52 12+74,56 (14.00' RT)= 13+26.56 (14W RT)t- FL 12+76.18 ECR 1 0.35% FL 13+28-18 BCR FL= 387. FL=387.09 C x Lj SW4-2(CA) 00 0.38% 11 0. * I 11_4 0.387. C8 C8 c fLl Em \LyR2fi CA 74 I JPAINT CURB RED 3 12+60.27 (20-00', RT)3 2+67.42 (17.00' RT)- 13+33.70 7.00' RT)-- 13+40-84 (20.00' RT)= FL 12+600 SCR FL 12+68.22 PRC FL 13+36.13 PRC FL 13+44.09 ECR FL= 387.33 G8 FL=387.30 FL=387-06 FL= 387.03 G8 e.r.su r.mir, siwn eemwer se.s +antes wnrrm www oiwr we+um. e.o.mor .mums uwrtM .wa. +err ..+.. .Felr. .we++w das. .oeWe .e..+ pwrw .wee reww wox,. .osrM+ seweur .wlsr s.emr n.aw ernes s.pn. .r.n+oases, ..�v. .se.. .i.ri. ..q.+ aw.m.r .Mtlrw w�w� KA -"*'N. MID -BLOCK CROSSWALK DETAIL \\1 �13 SCALE 1'$=20' CITY COUNTY�_ v COTTONWOOD ROAD (BY SEPARATE PLANS) A CITY -i- COUNTY HORIZONTAL: 1"=40" VERTICAL! 1"=2' Nor No� Ne ,V_ Nr _Nr- � CITY COUNTY 11 00 11 4r. ate) Z�-8 0 l= It 0 00 Ito 0) (o La 00 j -J�q- co JW 00 cy! 00 _j (D 00 00 ul) •n or,: ,,>g r 04 qoo ov- QGn V-�o l 00 r"I%- . . . . . . . . . . . . . . . . . . . . . " 6 ......... lc> . . . . . . . . . . . . . . f� . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . b6if . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I 1 0! 0+ 1* co 00 390+ ............ . ................ .. .......... ....... ...... .......... ........ tn + .......... ............................ .......00 .............. ........ ft ............... •*390 ............ ...................... SEE DETAIL- rA ........ .. ........ ........ 0R6VJ#0 PRWE 388 ........ - 74 ...... \./ .................... .'388 . . . . . . . . . . . . ,arc mm r . . . . . . . . . . / . . . . . . . . N. -0-297o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ ........... -0 E96W,qOKINE PRW 0.2 386 . . . . . . . . . . . . . . .. . ' - - ' - - : - - -0.3 ............... ?7.2 ............. 386 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 1 t 38-40 31.42 - 31.42' NORTH FLOV&INE PROFILE COUNTY ON CURVE__� ON CURVE ON CURVE 31-42 0) CITY - Jim 0 1-.*- N 0 w I r tN m ote) 11 w " p" . Mo wa I'— o" CD c, ON 0 esti 00 oq(pipom oq CURVE W-4- 00 00 11 a 11017, Coto co W co c� w to 00 00 0 00 00 '� r�: CN to *0 n M op to pe) e) BPI re) 0 cr_ fr) 06 0)4 06 8 00 8 oo to 00 0+ <*0 0* - 6p, 6 " r1r) " r") N NO X 00 1 r600 C:) cio o 0+ ci . . . . . . . . . . . . . . . . . . . . . CN+ • . . . . . . . . . . . . CN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ♦. . . C-4+. . . . . . . . . . . 8CL . . . . . . . . ;4- * ' * ' * ' ou'- Coll. a) + rk 1 00 too z cqd u 1* '0 00 co (o 16 o6 Lo + +1 . . f.6 - 0 -390 390 ............. I j. 4 ........ .. .... ................. ............. ........ ...... in. I*. ............. I %_ . . . . . . .... • .. ........... .......... + + 040: 06 t roll) 4 - P_ ct C.:�j SES DETAIL K'A� oJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXIS77#0 *60WO 1�wofai"* 88 Ar 0DVITWAC ......... ................. ...... .................................... ....... . .......... . . . . . . . . . . . 3 ...... 388 -0.38% +0.00% 11 O.2G7* . . . . . . . . . . . . . . . . . . . . . . -0.3,57 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' ix'swo 0 2 �579 To. -0-38% bf9W R. O#flNf -PAWIr 20+00 386 CROSS -GUTTER .26% . . . .. . . . .. . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 6.0 SOUTH FLOWLINE PROFILE I J:\3014kImprovements\City ApprovaRStreet PiansXdwg\3014-ST ?Ian and Profile.dwg LUIS HINOJOSA 0 QQN�1EQQ11QN_52EQ1E1QAi1QN5 CN ED CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STO. DWG. ST -1 (DATED 6/2/99) M CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -5 (DATED 10/15) CONSTRUCT WHEELCHAIR RAMP PER CALTRANS 2006 REVISED STANDARD PLAN A88A CASE "A". CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 (DATED 6/2/99) 00 CONSTRUCT STANDARD COMMERCIAL DRIVE APPROACH PER C.O.B. STD. DWG. NO. ST -3 (DATED 10/15) SAWCUT TO NEAT, CLEAN VERTICAL FACE AND PATCH BACK PER C.O.B. STD. DWG. ST -11 (DATED 6/2/99) THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. INSTALL (2) 4" SCH 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30" COVER, MINIMUM) t INSTALL NEW 1 POST SIGN, SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE II INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. FL = FLOWLINE STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED, MIN Pei ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. -<> INSTALL 5,800 LUMEN STREET LICHT PER C.O.B. STD. DWG. ST -23 THRU 26 xxx AND C.O.B. SPECIAL PROVISION SECTION 86-6.01 UGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUt SERIES, LEO TEK GCI SERIES, CRIT XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 0 FOUND MONUMENT AS DESCRIBED. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. FD 2" I.P. W/TAG MKD "7-20-65 KCS" PER K.C.S.F.B, 710, PC. 55. REPLACE WITH CONC. MON. SURVEYOR OF RECORD SHALL FILE CORNER RECORD WITH COUNT OF KERN. PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) EXISTING RIGHT—OF—WAY (PER PARCEL MAP 12062-1) PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) EXISTING EDGE OF PAVEMENT W— PROPOSED WATER MAIN (SEE CAL—WATER PLANS) Yo PROPOSED FIRE HYDRANT (SEE CAL—WATER PLANS) PROPERTY LINE C) A65 F -W Qo: RADIUS LENGTH DELTA TANGENT C1 :z 0 00 90041'06" 35.42' C%400 SCJ CD 1,33`06'44" 8o6 ncom ro 35.00' 1+ too 13-4649"' co a),_ 20-00' + APPROXIMATE LOCATION OF + 0 23.27 PROPOSED 8" CAL -WATER MAIN 20-00' 31.42' (SEE CAL -WATER PLANS) 20.00' I Eel N 0. o I I N Eel FEE Ko OR FD 2" I.P. W/TAG MIT "7-20-65 KCS" PER K.C.S.F.B. 710, PG. 55. FD 1 1/4" I.P. W/KCS SILVER TAG PER K.C.S.F.B. 1062, PG. 74. REPLACE WITH NAIL IN SIDEWALK SURVEYOR OF RECORD SHALL FILE CORNER RECORD NTH COUNT OF KERN. , 8301 Ic a CA STREET RIGHT-OF-WAY DEDICATION TO THE CITY OF BAKERSFIELD PER, DOC, NO. 218033285 O.R. - CONC. PAD PROTECT EXISTING 1"REET NAME SIGN PER TREES IN PLACE (TYP) C.O.B. STD. DWG. T-1 mi 12 R1--1 STOP SIGN R30A(CA) NO PARKING si—i SCHOOL CROSSWALK WARNING W16 -9p AHEAD SW4-2(CA) SCHOOL CROSSWALK WARNING R26(CA) NO PARKING NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. SIGN, LOME) INSTALL NEW 1 POST SIGN PER CO.B. STD, DWG. T-1 PROPOSED SIGN LOCATION CC STRIPE., LEQEND. INSTALL 12' WIDE CONTINENTAL CROSSWALK PER CALTRANS STD. A24F A65 F -W CURVE RADIUS LENGTH DELTA TANGENT C1 35.00' 55.40' 90041'06" 35.42' C2 84.00' 195.15' 1,33`06'44" 8o6 C3 35.00' CL 0 8 ,6 13-4649"' 4.23' C4 20-00' 34.43' 9893846 23.27 fMll 20-00' 31.42' 90"00"00" 20.00' C6 20 00' 31.41' 89°59'12" 20-00' 0 11 il i�ce 6N ::�oI3 00-i 06u- I 06 0) ��+ to N 04 . . . . . . . . . . . . . . . . . . - . . . . . . . . . . to 00 CJ . . . . . . . . . . . . *Co . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED LA_ + 4'A1$7AV6 WOUND FRO/ -71f --7'-\ / r_u_ ui + co CD 0 PROPOSED ooe cit6*c DRIVEWAY PROPOSEDSCHOOL SITE DRIVEWAY . . . A T C*D V 7&4 INE . . . . . . . . . . . . . . . :=Ax + ...... +" + IT- . ............ + 7 MOM OR swanwomm�ow. ........ . ....... STREET RIGHT-OF-WAY DEDICATION TO THE CITY OF BAKERSFIELD PER, DOC, NO. 218033285 O.R. - CONC. PAD PROTECT EXISTING 1"REET NAME SIGN PER TREES IN PLACE (TYP) C.O.B. STD. DWG. T-1 mi 12 R1--1 STOP SIGN R30A(CA) NO PARKING si—i SCHOOL CROSSWALK WARNING W16 -9p AHEAD SW4-2(CA) SCHOOL CROSSWALK WARNING R26(CA) NO PARKING NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. SIGN, LOME) INSTALL NEW 1 POST SIGN PER CO.B. STD, DWG. T-1 PROPOSED SIGN LOCATION CC STRIPE., LEQEND. INSTALL 12' WIDE CONTINENTAL CROSSWALK PER CALTRANS STD. A24F FRED- W. PORTER DATE RCE 33448 ION e -o DANIEL PADILLA DATE RCE 67008 NOTE: CONTRACTOR SHALL U.S.A. AND POTHOLE ANY EXISTING UTILITIES WITHIN PROPOSED WORK AREA AND EXISTING ROADWAY PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 35.00' 55.40' 90041'06" 35.42' C2 84.00' 195.15' 1,33`06'44" 193.71' C3 35.00' 8.42' 13-4649"' 4.23' C4 20-00' 34.43' 9893846 23.27 C5 20-00' 31.42' 90"00"00" 20.00' C6 20 00' 31.41' 89°59'12" 20-00' FRED- W. PORTER DATE RCE 33448 ION e -o DANIEL PADILLA DATE RCE 67008 NOTE: CONTRACTOR SHALL U.S.A. AND POTHOLE ANY EXISTING UTILITIES WITHIN PROPOSED WORK AREA AND EXISTING ROADWAY PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. RELOCATE EXISTING CONCRETE BOLLARDS TO BEHIND R/W (TYP) 195-41141IM11 jqqiimn� =!113 #11)11121! 1 fi CONSTRUCT MIN. 0.30' A.C. PAVING OVER MIN. 0.40' CL -11 AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY T1 -- +t.# R=50 BELLE TERRACE FD 1 1/4" I.P. W/KCS SILVER TAG PER K.C.S.F.B. 1062, PARK-SUW WE PG. 74. REPLACE NTH CONC. MON. SURVEYOR OF RECORD SAWCUT, REMOVE & REPLACE SIDEWALK AND CURB AND 31.42' ON CURVE I 'I'll [ON CURVE SHALL FILE CORNER RECORD WITH COUNT OF KERN. GUTTER, OR AS DIRECTED BY 0 rl- a- tai LOCO CITY ENGINEER. & w- -&z u 4 w oom 11 w 10 pwQ 1* LISW24-1 CA 100, S1-1 V-1 fl W16-9pmw x 8o6200 r -p t< co rry t oi Coco §LDEWALK co o6 t5_i� co co 00 -i cdoo J cd 0000 77 RELOCATE EXISTING CONCRETE BOLLARDS TO BEHIND R/W (TYP) 195-41141IM11 jqqiimn� =!113 #11)11121! 1 fi CONSTRUCT MIN. 0.30' A.C. PAVING OVER MIN. 0.40' CL -11 AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY T1 -- +t.# R=50 1--Jl _0 17 <.O b 18 18+70-85 CL INT. 0 - EXISTING STREET LIGHT�, it i EAST BELLE TEF HORIZONTAL: 1"--40f VERTICAL: 1"=2' JA3014XImprovementskCity Approval\Street Plans\dwqX3014-ST Plan and Proftle.dwg LUIS HINOJOSA 34.43 31.42 ON CURVE ON CURVE 31.42' ON CURVE I 'I'll [ON CURVE 0 rl- a- tai LOCO w- -&z u 4 w oom 11 w 10 pwQ 1* plh_ o" w m x 8o6200 r -p t< co rry t oi Coco co o6 t5_i� co co 00 -i cdoo J cd 0000 g3 -C,=: c'o 000 04 0) C3 ti dc -2 1_� c*4 000 0 . .00 oco 0 11 il i�ce 6N I 00 coq ��o+ o ��+ 0.;d c*4 c1q + N go wa. 01 ow . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . to 00 `,.'cam�Sa. _,v4 (r� 0 . . . . . . . . . . . . *Co . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LA_ + 4'A1$7AV6 WOUND FRO/ -71f --7'-\ / r_u_ ui + co CD 0 ooe cit6*c o6 M + 390 . . . A T C*D V 7&4 INE . . . . . . . . . . . . . . . V_ + _4 + ...... +" + IT- . ............ + 7 ........ . ....... NOTE: VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO- CONSTRUCTION AND NOTIFY ENGINEER IF THERE' ARE ANY DISCREPANCIES. ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 388' . . . . . . -+0.40%+ o.5 , -0. 77. +51 I 51% -jfXS17N0 F10AZINE PROR4C . . . . . . . . . . +0.4070 . . , , * , , * , , " " , * " . . . . . . . . . . . . . . . . +0.25% . . . . . . . . . . . . . . Or. 21 . . . . . . . . . . . . . . . . . . .................... bF,90 fZ0WJNf'PR0f74F ........ ..................... ........ ........... ................. ........ 386* .... * ............... .......*386 9+00 10+00 11+00 12+00 13+00 14+00 15+00 55.40' WEST FLOWLINE PROFILE ON CUR\/ --E.--. - Jim <3 w 1= " 06 q- J-tw -t- II cis txL 00 cx" �00 w 06 00 C5:* . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 390 ........................ . .............. .. ................... .............. - 390 / +2 CNI NOTE: VERIFY EXISTING LOCATION AND ELEVAI)ON ........ IN. FIELD, PRIOR TO ,CONSTRUCTION AND NOTIFY ENGINEER IF THERE.ARE ANY DISCREPANCIES_ EAVSAM9 •C*fal#,O -PROrlff V v . . . . . . . . . . . . . ... . . . . . . . . . . . . . . AT 0VITRLIff EXISAA(G nOWJNF FR6V74,C 3 8 8 +0.257o u vo 3 88 .......... ................ ........... . . . . . . . . . . . . . . . . . . . . . . . X%V tZ00W PJ?Wff .......... ................ ........... ....... ............... ............... ......... ...... 386.* ....... ........ *-... . . .. . . . . ..... . . _. . '1 '3+00* ...... ''5+* 386 9+00 10+00 1*1'+00* 1_�+oo... 0'0*' 1 00 1--Jl _0 17 <.O b 18 18+70-85 CL INT. 0 - EXISTING STREET LIGHT�, it i EAST BELLE TEF HORIZONTAL: 1"--40f VERTICAL: 1"=2' JA3014XImprovementskCity Approval\Street Plans\dwqX3014-ST Plan and Proftle.dwg LUIS HINOJOSA