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HomeMy WebLinkAbout6.1-1773A.C. PAVING TESTING NOTES: SP 7- 39.01 7-1. ASPHALT CONCRETE (TYPE 'A'). 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 SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 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 SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE 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. 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 THE ENGINEER. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S 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 SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH 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 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 MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, 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. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 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. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 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. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR 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. 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 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 PAVING OPERATIONS RESUME. 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. 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, 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. 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. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 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 ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 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 PLACE 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 PLACE 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. NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. LEGEND: LEGEND (CONT.): ABBREVIATIONS FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: FL FLOWLINE 'Rl-1' - STOP CL CENTERLINE 'R6-1" - ONE WAY "W3-3" - SIGNAL AHEAD ELEV ELEVATION 'R5-1" - DO NOT ENTER "S5-2' -END SCHOOL ZONE BCR BEGIN CURB RETURN 'R26(CA)" - NO PARKING "W31(CA)' - END ECR END CURB RETURN "R3 -5R" - RIGHT TURN ONLY "W14-1" - DEAD END BC BEGIN CURVE "R4-7' - KEEP RIGHT "W14-2' - NO OUTLET EC END CURVE 'R61-5(CA)' - INTERSECTION "Wl-7' - DOUBLE ARROW R/W RIGHT-OF-WAY LANE CONTROL "WI -6' - SINGLE ARROW PA PROPERTY UNE 'R81(CA)" - BIKE LANE "Wl-1' - CURVE ARROW STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1 STANDARD CURB AND GUTTER ST -6 STANDARD PAVEMENT PATCHES ST -9 STANDARD STREET SPECIFICATIONS ST -19 STANDARD HANDICAP RAMPS T-1 STANDARD STREEET SIGN POST STYLE 3. PAVEMENT: PAVING FOR PRIVATE STREETS SHALL BE: 0.20' TYPE "A" ASPHALT CONCRETE OVER 0.40' CL. II AGGREGATE BASE OVER 1.00' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PAVING FOR STOCKDALE HIGHWAY SHALL BE: 0.45' TYPE "A" ASPHALT CONCRETE OVER 1.55' CL. II AGGREGATE BASE OVER 1.65' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. INSTALL TRAFFIC CONTROL SIGNS 5. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL STREETS UNLESS OTHERWISE NOTED. 6. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 7. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 8. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 9. WARNING/REGULATORY SIGNS: 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. 10. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY IMPROVEMENT AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 11. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 12. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 13. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST -22. 14. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 15. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-3049. 16. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 17. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWAPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH PROVISIONS OF SAID PLAN. 18. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 19. INSTALL BLUE PAVEMENT MARKERS AT CENTERLINES FOR ALL FIRE HYDRANT LOCATIONS. 20. NOTE TO STAMP AN 'S' INTO CURB FACE OVER EACH SEWER LATERAL. 21. 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. 22. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 23. NOT TO STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATIONS 24. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGHS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 25. 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 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 25. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION & PARKS DEPARTMENT. BENCH MARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF STOCKDALE HIGHWAY AND JEWETTA AVENUE. ELEVATION=365.33' (U.S.G.S DATUM) SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN VICINITY MAP NC SCALE CITY OF KERN COUNTY BJ 4KERSFIELD CALIFORNIA STOCKDALE HIGHWAY STREET PLANS VALLEY CHILDREN'S MEDICAL CENTER SPR 16- 0332 12500 STOCKDALE HIGHWAY BAKERSFIELD, CA INDEX SHEET 1. COVER SHEET 2. STREET PLANS f I NAM L7 14M ' i ' ; zi Uj JI I = � 1 , � r•� Illlillllll� C,I SOUTH LINE S.W. 1/4 SEC. 36, 29/26 NORTH UNE N.W. 1/4 SEC. 1, 30/26 N 8914'22' W _ z STOCKDALE HIGHWAY KEY MAP SCALE: "i "=200' 4'- 0' 2% MAX �I SIDEWALK QTY UNIT A.C. PAVING 147 TONS CLASS II AGG. BASE 67 CUYD SUBGRADE PREPARATION 275 a CURB AND GUTTER Z ,,--SEE NOTES MEANDERING SIDEWALK 3,501 SQFT HANDICAP RAMPS 10 AND 11 SEE N 1 EA SAWCUT NOTE 7 LF STRIPING DETAIL 39 264 LF = FRONT LF 0 EDGE OF SIDEWALK \ 0000 0000 0000 00000 00000 00 o000MX o0 00001 Q 0000 10% MAX 000000 pppp 0000°° g 0000 °O°° °00000 10% MAX AT CURB 000000 °°°°°° 000000 0000°° °°°°°° 000000 AT CURB _U MIN CASE A GU TTER �FLOWLINE TOP OF RAMP 4'-0" MIN ROUNDED � i 2% MAX 8.33% MAX SEE NOTE 9 SECTION A -A APPROXIMATELY 3/4' 1/4- 1/4' /4'1/4' GROOVING DETAIL / 0 0 0 1.67" TO 2.35J' 0 0 " N CENTER TO P'I Co TOP DIA CENTER O O SPACING 0 9" RAISED TRUNCATED BASE DIA DONE PATTERN (IN-LINE) n(;) DETECTABLE WARNING SURFACE RAISED TRUNCATED DOME SEE NOTE 10 CURB RAMP - DETAIL. "2" SCALE: NONE IN ACCORDANCE WITF CALTRANS 2010 STD. A88A LIST OF MATERIALS ITEM FOR ONSITE: QTY UNIT A.C. PAVING 147 TONS CLASS II AGG. BASE 67 CUYD SUBGRADE PREPARATION 275 CUYD CURB AND GUTTER 285 LF MEANDERING SIDEWALK 3,501 SQFT HANDICAP RAMPS 2 EA 9500 LUMEN STREET LIGHT RELOCATE 1 EA SAWCUT 328 LF STRIPING DETAIL 39 264 LF STREET CL LENGTH 885 LF DRAINAGE STUDY IS NOT APPROVED YET. LEGEND (CONT.): ENGINEER'S STATEMENT "HESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE ORRECTED DURING CONSTRUCTION. APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 R.C.E. NO. 33322 EXP. 6-30-18 ¢-z 5-1 DATE N ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE INAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD ='UBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" IEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: NICOLAS FIDLER R.C.E. NO. 61069 LIC WORKS DIRECTOR EXP. 12-31-18 �I2.;rt; DATE 1 14 �_ -_,, 2 SCl� REVIEWED BY: �... ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: TRAFFIC ENGINEER EASEMENT LEGEND 0 R/W DEDICATED TO C.O.B. PER DOCUMENT # 000216126439 NOTE: 1. PRIOR TO THE START OF ANY PHASE. OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ANY FACILITY NOT IN THE PUBLIC; RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENT`: & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. Krow what's below. Call before you dig. CITY RECORDS NO: rn r7 E. F- (� eq LO 0 04 L0 O:z op o U (r qt O 2 Z LL I i a W ;a = 2 M J Q. Ed C > O (n �- N (Y m L.Lj o 4 W C U ? � ,\ 0 U1 Z Q 0 EXISTING STORM DRAIN LINE EXISTING SEWER UNE - - - - - - TRACT BOUNDARY LL PHASE BOUNDARY O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 1Q FLOWLINE STATION - SEE TABLE APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 R.C.E. NO. 33322 EXP. 6-30-18 ¢-z 5-1 DATE N ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE INAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD ='UBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" IEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: NICOLAS FIDLER R.C.E. NO. 61069 LIC WORKS DIRECTOR EXP. 12-31-18 �I2.;rt; DATE 1 14 �_ -_,, 2 SCl� REVIEWED BY: �... ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: TRAFFIC ENGINEER EASEMENT LEGEND 0 R/W DEDICATED TO C.O.B. PER DOCUMENT # 000216126439 NOTE: 1. PRIOR TO THE START OF ANY PHASE. OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ANY FACILITY NOT IN THE PUBLIC; RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENT`: & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. Krow what's below. Call before you dig. CITY RECORDS NO: rn r7 E. F- (� eq LO 0 04 L0 O:z op o U (r qt O 2 Z LL I i a W ;a = 2 M J Q. Ed C > O (n �- N (Y m L.Lj o 4 W C U ? � ,\ 0 U1 Z Q 0 Cm Cri cr r� a LL: CL C!7 z Cr LLLI JI ul Q Z; Uj Lill -1 Lii LU Y U > U 0 1 53 CO) 00 (. 10 0 LCL F" Co W Q m. 0 z LL ilA� ■ m N i i I LL V 0 i z 0 w w i '- o I Cm Cri cr r� a LL: CL C!7 z Cr LLLI JI ul Q Z; Uj Lill -1 Lii LU Y U > U 0 1 53 CO) 00 (. 10 0 LCL F" Co W Q m. 0 z LL ilA� ■ 2 N LL 0 d I --- W i 4-0 w ZF- I Z LLJ 0:2 J 01 Oj O O Z 0 O N+ L O p `r '0 (0 -I Z U �� I U JJ Q CA ^ J U �J ' 3 W JJ U U J j}L'[Sl Ow _ ___ w U4. Z Q Uli JJ J lfi J N Y r7 (n JJ Z �V C) w UW Q Q J .- Z c3W z d'd W Q tO N ,,6>,, '`ii 3 0 3 o a Ki UOZ �rt W �� 0OW -0:-0: +0 00+0 W t U' �~ I m t�t� LLI ++ 1-1- (n - COOd so ao 0)X � w' r �� n- c3 a Cj Q USW I U<< Wm 77 LT1(~n W F-- U� Z` -U CO (/)Ln m; 41 �N UHH cd Ln wA? I Ow mcn(n ®�®e-7 ...� -' J F- H q t O _J 1J �..dt0 L- m to J - 11..���-- -j In A LO %S ! U U J co _- J Y N Y M U Q In Q J 0) _j Y D O W ++. W� a ro Q O J J N N C V ! m C 14 O N L' i+ pOj p f Cn C,4 (!�S N N+j OO U C3 C3 a ¢ (n N 11, et W En N _......_ OOO Q N M 3 M + + nn � 5 LG .; LS7J ® I� ® N N Cn N I W � m� W� U) 04 T — 6 - - ---- ---- _ G 12 v Q ta- 3 -- -1 362.39 F- - --- --- -- ---- -- --_ -- 00 '-- ----- - -- --------- g I I 1 --- - _---- -- - - \-t -- - _ `_ 9-9 Q N 1 10 -- - ---- ` EX. R/W g 5 ;;_- EX. R/W T=243.39' _ --'--- 16+00 Cn N � - 7 - - — �� _ EX. ST. UGHT �— - - ?7 0 TO BE RELOCATED 5 CDS ZZ S8544'47'E - - ---+� _ _ _ - - 248.04' 1+ _ ? 9+f fL -_' kC.R./SIDEWE.C. N04'14'32'E RAD. /k03'03 33 ' - �''-- - �.20+00= STA. 23+ STA. 15+43.30, C.L. B.C. SO4'14'44"W RAD. _ -- -+-- -�, __ 21+!r STA. 17+91.33, C.L L=427.14 —7— EXISTING MEDIAN J E.C. _ J n SEE PRIVATE ENTRANCE EXPANSION S""A. 22+18.47, C.L. - - Iq PLANS FOR 12225 STOCKDALE - - - - °�° -_ E __ --_ _ -_� ` - HIGHWAY FOR MED AN CONSTRUCTION -- U.J oi� � -ac L -I iiN `�- _. •, - �•- — �g —�—==-IIF-mer—� —i STOCKDALE HIGHWAY (STA. 17+01.17 C.L. TO STA. 20+1/.15 C.L.) SCALE: 1" = 50' HORIZONTAL 1" = 10' VERTICAL M J 0) U rn I DELTA co ONO rrj 0) CENTERUNE B.V.C. to O (O C9 END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P. 1. POINT OF INTERSECTION E.C.R. END CURB RETURN T.O.M. TOP OF MANHOLE U �� tj CJ3 U JJ END CURVE H.P. HINGE POINT C3 ti POINT OF INTERSECTION E.P. U �+I UkrJ OF VERTICAL CURVE INV. �M Oi MANHOLE ELEV. ELEVATION E.T.W. EDGE OF TRAVEL WAY V.C.P. VITRIFIED CLAY PIPE t0 0+ Cl Q NN Wim}. OOf WO W no a. ++ ln� ~ ++ 0)m N Cn N ba— oo NN U� WN Z�� UQ Q a QQ EXISTING WATER VALVE mNN m� W(j W(n� n ®�®e-7 ...� -' J F- H q t O _J 1J �..dt0 L- m to J - 11..���-- -j In A LO %S ! U U J co _- J Y N Y M U Q In Q J 0) _j Y D O W ++. W� a ro Q O J J N N C V ! m C 14 O N L' i+ pOj p f Cn C,4 (!�S N N+j OO U C3 C3 a ¢ (n N 11, et W En N _......_ OOO Q N M 3 M + + nn � 5 LG .; LS7J ® I� ® N N Cn N I W � m� W� U) 04 T — 6 - - ---- ---- _ G 12 v Q ta- 3 -- -1 362.39 F- - --- --- -- ---- -- --_ -- 00 '-- ----- - -- --------- g I I 1 --- - _---- -- - - \-t -- - _ `_ 9-9 Q N 1 10 -- - ---- ` EX. R/W g 5 ;;_- EX. R/W T=243.39' _ --'--- 16+00 Cn N � - 7 - - — �� _ EX. ST. UGHT �— - - ?7 0 TO BE RELOCATED 5 CDS ZZ S8544'47'E - - ---+� _ _ _ - - 248.04' 1+ _ ? 9+f fL -_' kC.R./SIDEWE.C. N04'14'32'E RAD. /k03'03 33 ' - �''-- - �.20+00= STA. 23+ STA. 15+43.30, C.L. B.C. SO4'14'44"W RAD. _ -- -+-- -�, __ 21+!r STA. 17+91.33, C.L L=427.14 —7— EXISTING MEDIAN J E.C. _ J n SEE PRIVATE ENTRANCE EXPANSION S""A. 22+18.47, C.L. - - Iq PLANS FOR 12225 STOCKDALE - - - - °�° -_ E __ --_ _ -_� ` - HIGHWAY FOR MED AN CONSTRUCTION -- U.J oi� � -ac L -I iiN `�- _. •, - �•- — �g —�—==-IIF-mer—� —i STOCKDALE HIGHWAY (STA. 17+01.17 C.L. TO STA. 20+1/.15 C.L.) SCALE: 1" = 50' HORIZONTAL 1" = 10' VERTICAL SCALE: 1"=50' Lz w CURVE TABLE LEGEND: RADIUS LENGTH ABBREVIATIONS I DELTA F.L. FLOWLINE P. O. V. C. POINT ON VERTICAL CURVE C.L. CENTERUNE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P. 1. POINT OF INTERSECTION E.C.R. END CURB RETURN T.O.M. TOP OF MANHOLE B. C. BEGIN CURVE EX. EXISTING E.C. END CURVE H.P. HINGE POINT P. 1. V. C. POINT OF INTERSECTION E.P. EDGE OF PAVEMENT �+I UkrJ OF VERTICAL CURVE INV. INVERT M.H. MANHOLE ELEV. ELEVATION E.T.W. EDGE OF TRAVEL WAY V.C.P. VITRIFIED CLAY PIPE C.O.B. CITY OF BAKERSFIELD oz �r w ro EXISTING STORM DRAIN MANHOLE w Li 1� EXISTING SEWER MANHOLE co m ,['1 d n (e; N w EXISTING FIRE HYDRANT +� �cc EXISTING STREET UGHT _ Co- EXISTING WATER VALVE C+" I + Nr70•fi EXIST. MONUMENT AS DESCRIBED n + C.O.B. CONC. MON. W/BRASS � ao+ CAP IN L.H. PER R/S BK. Q tnN C3N 19, PG. 117 MONO CONC. MON. IN L.H. W/BRASS 364 CAP STAMPED "L.S. 4383" U� PER TRACT No. 6281 -UNIT 1, J F�� 9 zcov M.B. 53, PGS. 52-57 ro ^ �� h O x x EXISTING SEWER MANHOLE n W N EXISTING DRAIN MANHOLE Q SCALE: 1"=50' Lz w CURVE TABLE CURVE RADIUS LENGTH TANGENT I DELTA 01 20.00' 32.91' 21.56' 9417'19' O2 20.00' 30.47' 19.08' 8718'04" 370 c0 a1 EXISTING SEWER UNE 2 EXISTING WATER UNE - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE _O - -- -- CENTERUNE - - - - to uj M CYC C-1 IN O� ® Z O F Oj O M zo TAPER -SEE TABLE O U - -� > ?M paDi ZO O L Ll -- -- A W W I M W M co �+I UkrJ Z > � J � LEFT OR RIGHT AS APPLICABLE • SEE CALTRANS TRAFFIC MANUAL FOR DETAILS J LU 2% MIN .� o oz �r w ro L0 w w Li 1� ao cn m^ 0) X I co m ,['1 d n (e; N w O Q +� �cc _- _ Co- W C+" I + Nr70•fi n + � ao+ + W Q tnN C3N ON MONO GUTTER TO BE 364 N U,A U� J F�� 9 zcov U� ro ^ �� h O x x F- mN n W N 362 Q '' cm+ �O Q C,j� LLU'IN c -i Q ~ N W(n I WN Q 360 ra- 0UILLL N GROUND PROXIMATE EXISTING FLOW LINE m �' La w 356 354 m v~i 352 350 348 16+00 17+00 S- 0. ---- - ---- -- - ..-_._ - ,� o -1 - cn - m APPROXIMATE XISTING M ,•� M ;� ;� PR W UNE GROUND � FLOW UNE w J W W - W W W 1J � 41 W 370 EXISTING STORM DRAIN UNE a1 EXISTING SEWER UNE _ EXISTING WATER UNE - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE -- - - - - - --- - -- -- CENTERUNE - - - - - - BOUNDARY — - - - - - - — RIGHT OF WAY UNE ® ITEM OF WORK - SEE SCHEDULE Oj CURVE NUMBER- SEE CURBE TABLE 368Lu TAPER -SEE TABLE O1 SEE EASEMENT LEGENDI SECTION DESIGNATION: SECTION LETTER -- -- A SHEET WHERE SECTION 2 IS SHOWN BIKE LANE MARKINGS PER co COto co CAL -TRANS STANDARDS i CAL -TRANS TYPE IV ARROW I LEFT OR RIGHT AS APPLICABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS J ALL PERMANENT STRIPING & PAVEMENT MARKINGS 2% MIN TO BE THERMOPLASTIC PAINT PER CALTRANS I STANDARD SPECIFICATION PTH-02ALKYD 4.-1 MAX iN PAVEMENT 366 4:1 MAX U J Qui o�3 O Q 6 �cc OO JM JO W C+" I + Nr70•fi Q � + O + W Q tnN C3N ON MONO GUTTER TO BE 364 N U,A U� J NOO N NN toN m(n C3Q 362 Q '' cm+ PAVEMENT THICKNESS. NOTIFY Q C,j� LLU'IN c -i W11H EXISTING PAVEMENT. W(% W(n I WN Q 360 0UILLL 358 356 354 352 350 348 16+00 17+00 LEGEND: (CONT.) 18+00 19+00 20+00 21+00 12 EXISTING STORM DRAIN UNE a1 EXISTING SEWER UNE _ EXISTING WATER UNE - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE -- - - - - - --- - -- -- CENTERUNE - - - - - - BOUNDARY — - - - - - - — RIGHT OF WAY UNE ® ITEM OF WORK - SEE SCHEDULE Oj CURVE NUMBER- SEE CURBE TABLE Q TAPER -SEE TABLE O1 SEE EASEMENT LEGENDI SECTION DESIGNATION: SECTION LETTER -- -- A SHEET WHERE SECTION 2 IS SHOWN BIKE LANE MARKINGS PER co COto co CAL -TRANS STANDARDS i CAL -TRANS TYPE IV ARROW I LEFT OR RIGHT AS APPLICABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS J ALL PERMANENT STRIPING & PAVEMENT MARKINGS 2% MIN TO BE THERMOPLASTIC PAINT PER CALTRANS I STANDARD SPECIFICATION PTH-02ALKYD 18+00 19+00 20+00 21+00 12 R/W a1 PEDESTRIAN EASEMENT _ STOCKDALE HIGHWAY VARIES VARIES iv 00 VARIES L.S. 6' SIDEWALK VARIES 6' VARIES I 2' Oco L.S. SIDEWALK L.S. 1- w M � N N _j . IY co I co COto co 0 J YJ i ri I� I r` J U I� I J 2% MIN 2% MIN 'X A.C. I 4:1 MAX 2% MAX. 4.-1 MAX iN PAVEMENT PROPOSED 6.0' WIDE MEANDERING SIDEWALK EXIST. CURB & GUTTER TO BE REMOVED SECTION A SCALE: N.T.S. 2 370 368 366 364 362 360 358 356 354 352 350 348 22+00 23+00 23+50 3 u -J O N --� c- .. It � Z N m N m 0 ¢ o LLl N ---- - •� 3rnE AT k17 ---------------- -- MATCH OMM MAN — _ E. E 2 EX. - - R/W - -- 1 3 __-?♦,-- _ o_6G0 27+00- _ 28+00 S88'48 02'E 189.17' J Q N , � B.C. N01'11'43" RAD. o a, n �XISTING MEDIAN m to � I STA. 27+75.47, L Y J J W I Q U C3 J - 3_ ----� w 06 U _._ate Y _ C-4 Q 'Jca>- - 1 --- - --- -- -- -- 3� Qcd I v j w+ 3m I ' mCJ NN aj Dlj Cn N --- - -- - tfr-UI - ----I----- - -- -- Ld cn w Ice- Fl-21 Cj I m � I I I I R/W a1 F- J _ Z 6 O q STOCKDALE HIGHWAY VARIES I - I iv 00 VARIES L.S. 6' SIDEWALK W cm m w Oco to O 1- w M � N N _j . IY co o O co COto co 0 J YJ -i J U (n Z r` J U J J 3 (lj Q `r w U ]C I I O U X w U 4:1 MAX U J Qui o�3 O Q 6 �cc OO JM JO W C+" I + Nr70•fi Q � + O + W Q tnN C3N ON MONO GUTTER TO BE N N U,A U� J NOO N NN toN m(n C3Q U Q '' cm+ PAVEMENT THICKNESS. NOTIFY Q C,j� LLU'IN c -i W11H EXISTING PAVEMENT. W(% W(n I WN N m N m 0 ¢ o LLl N ---- - •� 3rnE AT k17 ---------------- -- MATCH OMM MAN — _ E. E 2 EX. - - R/W - -- 1 3 __-?♦,-- _ o_6G0 27+00- _ 28+00 S88'48 02'E 189.17' J Q N , � B.C. N01'11'43" RAD. o a, n �XISTING MEDIAN m to � I STA. 27+75.47, L Y J J W I Q U C3 J - 3_ ----� w 06 U _._ate Y _ C-4 Q 'Jca>- - 1 --- - --- -- -- -- 3� Qcd I v j w+ 3m I ' mCJ NN aj Dlj Cn N --- - -- - tfr-UI - ----I----- - -- -- Ld cn w Ice- Fl-21 Cj I m � I I I I R/W 12 PEDESTRIAN EASEMENT I VARIES q STOCKDALE HIGHWAY VARIES I - I iv m VARIES L.S. 6' SIDEWALK VARIES VARIES APPROX. L.S. 0' TO 12' '* rill U) w M � a w o CD �U I 3 3 2% MIN 2% MIN VARIES Z 1.5% TO 3.4% X w j can I EXIST. A.C. 4:1 MAX 2% MAX. 4:1 MAXI COB STD S-27 I PAVEMENT 2% MIN 4:1 MAX -- -- _ PROPOSED 6.0' WIDE > MEANDERING SIDEWALK EXIST. CURB & NE1.T CURB & GUTTER GUTTER TO BE **0.45' A.C. PAVING-] REMOVED **0.50' CL 2 AGG. BASE - **1.65' COMPACTED O.G. TO 95% RELATIVE DENSITY NOTE: CONTRACTOR TO MATCH APPROVED PAVEMENT THICKNESS. NOTIFY * OR AS DIRECTED BY CITY ENGINEER ENGINEER FOR ANY DISCREPANCY ** PER RECORD DRAWINGS 6.1-1386 W11H EXISTING PAVEMENT. SECTION �� STOCKDALE HIGHWAY SCALE: NONE EASEMENT LEGEND: 0 CITY OF BAKERSFIELD WAIVER OF DIRECT ACCESS PER PARCEL MAP No. 11192, PHASE 1, P.M. BK57, 13 a 10' WIDE PUBLIC UTILITY EASEMENT PER PARCEL MAP No. 11192, PHASE 1, P.M. BK. 57, PG. 13 10' WIDE CITY OF BAKERSFIELD WATERLINE EASEMENT PER DOC. No. 000215166596 O.R. ® CITY OF BAKERSFIELD WAIVER OF DIRECT ACCESS PER DOC. No. 0215162528 O.R. CITY OF BAKERSFIELD WAIVER OF DIRECT ACCESS VACATION PER DOCUMENT NO. 0217041277, O.R. a 110' WIDE CITY OF BAKERSFIELD STREET RIGHT OF WAY DEDICATION AS SUCCESSOR IN INTEREST TO THE COUNTY OF KERN PER BK. 529, PG. 462, BK. 2082, PG. 107 AND BK. 6003, PG. 2271 ALL OF O.R. © CITY OF BAKERSFIELD SEWER LINE EASEMENT PER DOC. No. 0205263563 O.R. CITY OF BAKERSFIELD TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER DOC. No. 0205186000 O.R. ® CITY OF BAKERSFIELD STREET RIGHT OF WAY DEDICATION PER DOC. No. 0205185999 O.R. Q DECELERATION LANE FOR PROPOSED ENTRANCE 10 ADDITIONAL STREET ROW FOR NEW DECELERATION LANE PER DOCUMENT NO. 000217030016 REC. 3/8/2017 11 MAIN DRIVE ACCESS 12 PEDESTRIAN EASEMENT PER DOCUMENT NO. 000217030025 REC. 3/8/2017 t3 FXI.110- FLtV;A6-. J DRAIWAZrF EAsOM91Vr FM DOC- NIO-DOZI7001370 CONSTRUCTION NOTES: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. Q CONSTRUCT 6' MEANDERING SIDEWALK PER C.O.B. ETD ST -3. O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. ® CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 0 SAWCUT EXIST. E.P. 2' BACK OR AS DIRECTED BY THE CITY ENGINEER/DESIGN ENGINEER. © REMOVE & RELOCATE EXISTING STREET LIGHT 836,13. DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAT' BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA m U) i Z 0 > I W Q 0UILLL