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HomeMy WebLinkAbout6.1-1738A.C. PAVING TESTING NOTES: SP7-39.01 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 92-1.020 "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 SHALL BE SAW CUT. 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 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 967o, 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. COMPAC1ION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. FL ABBREVIATIONS FLOWLINE CL CENTERLINE ELEV ELEVATION BCR BEGIN CURB RETURN ECR END CURB RETURN BC BEGIN CURVE EC END CURVE R/W RIGHT-OF-WAY PA PROPERTY UNE LEGEND T.): P31,1 �-- "R1-1' -STOP "R6-1' -ONE WAY 'W3-3' -SIGNAL AHEAD "R5-1' - DO NOT ENTER 'S5-2" -END SCHOOL ZONE "R26(CA)' - NO PARKING 'W31(CA)" - END "R3 -5R' - RIGHT TURN ONLY 'WI4-1' - DEAD END "R4-7" - KEEP RIGHT "W14-2" - NO OUTLET 'R61-5(CA)" - INTERSECTION *Wl-7" - DOUBLE ARROW LANE CONTROL 'WI-6' - SINGLE ARROW "R81(CA)' - BIKE LANE 'WI -1" - CURVE ARROW SECTION l:lrll SECTO M 7-:2) %W *RE SEC7101 IS SHOW 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. Il AGGREGATE BASE OVER 1.00' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 957a RELATIVE DENSITY PER C.O.B. STD. ST -9. PAVING FOR STOCKDALE HIGHWAY SHALL BE: 0.45' TYPE "A" ASPHALT CONCRETE OVER 0.50' 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 A SUBDIVISION 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) 326-2049. 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. NOTE: FOR EVERY TREE REMOVED, TWO TREES OF LIKE SZE MUST BE PROVIDED BACK TO THE CITY. PRIOR TO THE START OF CONSTRUCTION, CONTACT THE CITY OF BAKERSFIELD PARKS DIVISION AT (661) 326-3268 FOR LANDSCAPE MODIFICATION REQUIREMENTS. 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) LEGEND (CONTA - - EXISTING STORM DRAIN UNE S EXISTING SEWER UNE _ - - - - - - - TRACT BOUNDARY PHASE BOUNDARY (D CURVE NUMBER FOR CURVE DESCRIP11ON ® ITEM OF WORK - SEE SCHEDULE 1n FLOWLINE STATION - SEE TABLE EASEMENT LEGEND O R/W DEDICATED TO C.O.B. PER DOCUMENT # 000216126439 Z s IRWr r TRwr am VICINITY MAP SCALE: N.T.S. INDEX SHEET 1. COVER SHEET 2. PRIVATE STREET ADDITIONAL RIGHT TURN LAN 3. STOCKDALE HIGHWAY MEDIAN AND STRIPING LIST OF MATERIALS ITEM UNIT UNIT 1 A.C. PAVING (PUBLIC) TONS 343 A.C. PAVING (PRIVATE) TONS 13 CL. II AGG. BASE (PUBLIC) CUYD 195 CL. II AGG. BASE (PRIVATE) CUYD 13 SUBGRADE PREP. (PUBLIC) CUYD 654 SUBGRADE PREP. (PRIVATE) CUYD 125 6" CURB AND GUTTER LF 142 HANDICAP RAMPS EA 1 TRAFFIC CONTROL SIGNS EA. 1 MEDIAN CURB LF 786 SAWCUT LF 944 5' OF EXISTING _K TO WARP \TCH PROPOSED DICAP GRADE CURB RAMP - DETAIL "1 " SCALE: 1"=10' HORIZONTAL 1 �=10' VERTICAL IN ACCORDANCE WITH CALTRANS 2010 STD. A88A CITY OF BAKERSFIELIFI KERN COUNTY CALIFORNIA STR T CONSTRUCTION P ANS AT 1 2 2 2 5 S T O C K D A L E H I G H W A (TO. BE CONSTRUCTED SIMULTANEOUSLY WITH TRAFFIC SIGNAL) ENGINEER'S STATEMENT 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 THIS 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 REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. MAX - APN: 5480-37 KEY MAP SCALE: 1"=200' Q I SEE NOTES 10 AND 11 FRONT EDGE OF SIDEWALK 10%CURB MAX 0 AT000 0$0060 10% MAX 000000 000000 AT CURB i�'^'• 000000 000000 -"'�-^- ,") MIN CASE A GUTTR 4OW-LINE TOP OF RAMP 4'-0" MIN APPROXIMATELY 3/4" ROUNDED -� 1 /4" --1 �'--1/4' 1 8.33% MAX 2% MAX--/�-� a p OTE 9 SECTION A -A GROOVING DETAIL 0 0 0 o 04 1.67" TO 2.3 " 0 0 0 0.45" o CENTER TO F - CENTER 0 OO oO TOP DIAL SPACING RAISED TRUNCATED BASE DtA DOME PATTERN (IN -LINES O DETECTABLE WARNING SURFACE RAISED TRUNCATED DOME SEE NOTE 10 CURB RAMP -- DETAIL "2" SCALE: NONE IN ' ACCORDANCE WITH CALTRANS 2010 STD. A88A THESE 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. I 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 CORRECTED DURING CONSTRUCTION. APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE 1'1 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. 1 APPROVED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-18 -fir REVIEWED BY: t ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: 7�--+� ���✓�^- //2--1-/ 1 7 TRAFFIC ENGINEER i F- . . VARIES 1.50%2.00% 2.0% -F-- VARIES MAX j j I 0.35%-1.20% EXISTING CURB & GUTTER 0.20' A.C. PAVING 0.40' AGG. BASE 1.0' COMPACTED O.G. T( 95% RELATIVE DENSITY V-24' PFL mm 2' EP 0'-80 -- 2' VARIES ATCH EXIS71N 2.0% SLOPE,_TO PROPOSED EXISTING CURB & GUTTER EXISTING C&G TO BE PAVEMENT REMOVED PROPOSED PAVEMENT PRIVATE STREET SECTION SCALE: 1 "=10' HORIZONTAL 1 "=10' VERTICAL Know what's bellow. Cell before you dig. �IIIIIIIII S / s EXISTING / R/W s s _ R26 R26 T T G G G____� 9 TOCKDA L E H Y SEE SHEET 3 CENTER 1' RADIUS -MEDIAN/ � 5' MATCH SHEET 3 INTERSECTION STA. 23+79.11 C.L. STOCKDALE HWY. _ STA. 14+58.48 C.L. PRIVATE STREET i k R=20.00' L=31.60' T=20.18' A--90'30'52" MATCH EXISTING PAVEMENT PER I APPROVED A.D. 04-2 STOCKDALE 0.45' TYPE "A" A.C. SAWCUT HWY. & ALLEN RD. STREET 0.50' CL. U A.B. CONSTRUCTION PLANS. BY MciNTOSH 1,55' SUB GRADE I 33.30' _A1STWG U 1 .w i ` !i!i��•.a;� alb I 1.00' SUB GRADE 1 �..•.ve ' 367 366 365 364 363 362 361 360 359 STA. 24+23.85 C.L. 48.00 RT. STA. 24+23.85 F.L. F.L. ELEV. 362.77 pz_ „0 1 RELOCATE EXISTING FIRE HYDRANT ASSEMBLY R/W VCR 1 F.L. ELEV. 362.36 1 p NSTOCKDALE HIGHWAY (PUBLIC STREET) (STA. 22+80.00 C.L. TO 24+75.00 C.L.) SCALE: 1" = 20' HORIZONTAL SCALE: 1 " = 20' 20' 25' 0 20' 40' 367 366 365 364 363 362 361 360 22+80 23+00 23+25 23+50 23+75 24+00 24+25 24+50 24+759 I U 1 F.L. STATION I C9 Z 1 N s Y STA. 12+94.50, 16.90RT. Q STA. 12+99.50, 17.81RT.. STA. 12+99.66 STA. 13+19.50, 21.94RT. a 1 J J i vd �co W V o) ad EXISTING � M EASEMENT O � z�< U W I t OF ONSITE CONSTRUCTION W M M tV w W W M W o co W > W N m W M LU W F- d crM W , m S=0.33 e 5=0.63% - - - -1 ++ =- ° -- -- - - - - _._..._ - - EXISTING 5=1.30% FLOWLINE Q W� EXISTING j m0Uj PROPOSED FLOWLINE N FLOWLINE N CD N X (> r- 367 366 365 364 363 362 361 360 22+80 23+00 23+25 23+50 23+75 24+00 24+25 24+50 24+759 I U 1 F.L. STATION I STA. 12+79.52 1 N s Y STA. 12+94.50, 16.90RT. Q STA. 12+99.50, 17.81RT.. STA. 12+99.66 STA. 13+19.50, 21.94RT. a 1 J J i vd �co STA. 13+34.50, 23.87RT. V o) ad EXISTING � M EASEMENT W N z�< W I t OF ONSITE CONSTRUCTION I I ! I i 367 366 365 364 363 362 361 360 359 STREET ENTRANCE (PRIVATE STREET) (STA. 12+79.50 C.L. TO 14+58.08 C.L.) SCALE: 1' = 20' HORIZONTAL SCALE: 1 " = 20' 20' 10' 0 20 40' (ISTING OWLINE ou cyl J II �I 01-1 � II 0 n co STOCKDALE HIGHWAY SHEET 3 STATIONING TABLE - TAPER DATA C.L. STATION F.L. STATION STA. 12+79.50, 15.74RT. STA. 12+79.52 STA. 12+84.50, 15.87RT. STA. 12+84.52 STA. 12+89.50, 16.26RT. STA. 12+89.54 STA. 12+94.50, 16.90RT. STA. 12+94.58 STA. 12+99.50, 17.81RT.. STA. 12+99.66 STA. 13+19.50, 21.94RT. STA 13+20.08 STA. 13+24.50, 22.84RT. STA. 13+25.16 STA. 13+29.50, 23.48RT. STA. 13+30.20 STA. 13+34.50, 23.87RT. STA. 13+35.22 STA. 13+39.50, 24.00RT. STA. 13+40.22 12+00 12+25 12+50 12+75 13+00 13+25 STOCKDALE HIGHWAY SHEET 3 STRIPING PLAN (PRIVATE STREET) (STA. 10+00.00 C.L. TO 14+58.48 C.L.) SCALE: 1' = 20' HORIZONTAL SCALE: 1 " = 20' 20' 10' 0 20' 40' STOCKDALE HIGHWAY SHEET 3 i s s C I J MARKING NOTES & LEGEND.- CALTRANS EGEND:CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPUCABLE, TO BE PAINTED PER CALTRANS o7 STANDARD PLAN A24A. r CALTRANS TYPE 1 (10) ARROW TO BE PAINTED PER CALTRANS STANDARD PLAN A24A. CALTRANS TYPE VII ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED PER CALTRANS STANDARD PLAN A24A. NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION SECTION 84, 2014 EDITION. EASEMENT LEGEND O R/W DEDICATED TO C.O.B. PER DOCUMENT # 000216126439 367 366 365 364 363 362 361 360 13+50 13+75 14+00 14+25 14+509 77 EXISTING CONDUIT TO REMAIN 13+00 REMOVE EXISTING 8 CURB & GUTTER oma~ e N RELOCATE EXISTING REMOVE EXISTING LANDSCAPE CURB TRAFFIC SIMV REMOVE WITH TRAFFIC AS REQUIRED. TO BE RECONSTRUCTED PER SEPARATE ONSITE PLANS SIGNAL SAWCUT, REMOVE, AND REPLACE i EXISTING MULTIUSE TRAIL AS NECESSARY TO PROVIDE A.DA. COMPLIANT TRANSITION FROM EXISTING TRAIL TO RELOCATED Ic HANDICAP RAMP. !��r........,.. SCALE: 1" = 20' 20' 10' 0 20' 40' P-1% LEGEND: ABBREVIA11ONS FL FLOWLINE CL CENTERLINE ELEV ELEVATION BCR BEGIN CURB RETURN ECR END CURB RETURN BC BEGIN CURVE EC END CURVE R/W RIGHT OF WAY R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -L- "R1-1" -STOP "R6-1" -ONE WAY "S5-2"- END SCHOOL ZONE "R5-1" - DO NOT ENTER "W31(CA)" -END "R26(CA)" - NO PARKING "�4-1" -DEAD END "R3 -5R -RIGHT TURN ONLY "W14-2 - NO OUTLET "R4-7" -KEEP RIGHT "�-� -DOUBLE ARROW "R61-5(CA)" - INTERSECTION "-6 -SINGLE ARROW LANE CONTROL W1-1 - CURVE ARROW "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD FURNISH & INSTALL FIRE HYDRANT ASSEMBLY EXISTING FIRE HYDRANT NOTES: 1. PRIVATE STREETS - PAVEMENT TO BE 0.20' TYPE "A" A.C. OVER 0.40' CL. II AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 2. STOCKDALE HIGHWAY -� PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.50' CL. II AGGREGATE BASE OVER 1.55' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. CONTRACTOR TO INVESTIGATE EXISTING LANDSCAPE IRRIGATION SYSTEM AND PROVIDE FOR CONTINUOUS IRRIGA11ON OF LANDSCAPING TO REMAIN, FOR DURATION OF CONSTRUCTION, AND SUBSEQUENT TO COMPLETION OF CONSTRUCTION. SECTION DESIGNATION, SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN CONSTRUCTION NOTES:. a1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED O STANDARD PLAN R.S.P. A88A-CASE A - DETAIL 1 & 2. O REMOVE EXISTING STRIPING CONSTRUCT 12" CONTINUOUS WHITE STRIPE OR CROSSWALK O CONSTRUCT STRIPING DETAIL 22 PER CALTRANS STD. O CONSTRUCT STRIPING DETAIL 38 PER CALTRANS STD. O PROPOSED PAVEMENT MARKINGS - SEE MARKING LEGEND O8 SAWCUT EXIST E.P. 2' BACK OR AS DIRECTED BY THE CITY ENGINEER. OREMOVE AND MODIFY 5' OF SIDEWALK TO WARP SLOPE INTO PROPOSED HANDICAP RAMP SEE DETAIL 1. 1 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY THE CITY ENGINEER. 11 CONSTRUCT TYPE "M1" MEDIAN CURB PER C.O.B. STD. ST -2 7.5 REVEAL TO MATCH EXISTING CURB. 12 RELOCATE MOW RAMP TO PROPOSED LOCATION 13 REMOVE OR RELOCATE EXISTING STREET SIGN 14 PROVIDE MOW RAMP PER COB STD. L-12. 15 PROVIDE SURVEY MONUMENT ENCASEMENT PER COB STD ST -22 AT CENTERLINE END OF CURVE 16 PROVIDE MEDIAN HARDSCAPE/LANDSCAPE TO MATCH EXISTING, IN MEDIAN AREAS AFFECTED BY MEDIAN RECONSTRUCTION, PER COB STD L-12 I'll TH. III [ III 14+T11 ORE- + I REMOVE AND .'au►HANDICAPRAMP CURB. - I RELOCATE EXISTING "Sol � ARSSEMBLYANT DEMO PLAN (PRIVATE STREET + STOCKDALE HIGHWAY) (STA. 12+79.50 C.L. TO 14+58.48 C.L.) SCALE: 1" = 20' HORIZONTAL Know what's below, Call before you dig. M N N M W a.0 w o co W j W N M (j W F- d crM m Q W� * m0Uj N N CD N X (> r- I<- EXISTINGm _ FLOWLINE S=1.30% s=2.22% S=0.34% S=0.20% PROPOSED FLOWLINE EXISTING FLOWLINE 12+00 12+25 12+50 12+75 13+00 13+25 STOCKDALE HIGHWAY SHEET 3 STRIPING PLAN (PRIVATE STREET) (STA. 10+00.00 C.L. TO 14+58.48 C.L.) SCALE: 1' = 20' HORIZONTAL SCALE: 1 " = 20' 20' 10' 0 20' 40' STOCKDALE HIGHWAY SHEET 3 i s s C I J MARKING NOTES & LEGEND.- CALTRANS EGEND:CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPUCABLE, TO BE PAINTED PER CALTRANS o7 STANDARD PLAN A24A. r CALTRANS TYPE 1 (10) ARROW TO BE PAINTED PER CALTRANS STANDARD PLAN A24A. CALTRANS TYPE VII ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED PER CALTRANS STANDARD PLAN A24A. NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION SECTION 84, 2014 EDITION. EASEMENT LEGEND O R/W DEDICATED TO C.O.B. PER DOCUMENT # 000216126439 367 366 365 364 363 362 361 360 13+50 13+75 14+00 14+25 14+509 77 EXISTING CONDUIT TO REMAIN 13+00 REMOVE EXISTING 8 CURB & GUTTER oma~ e N RELOCATE EXISTING REMOVE EXISTING LANDSCAPE CURB TRAFFIC SIMV REMOVE WITH TRAFFIC AS REQUIRED. TO BE RECONSTRUCTED PER SEPARATE ONSITE PLANS SIGNAL SAWCUT, REMOVE, AND REPLACE i EXISTING MULTIUSE TRAIL AS NECESSARY TO PROVIDE A.DA. COMPLIANT TRANSITION FROM EXISTING TRAIL TO RELOCATED Ic HANDICAP RAMP. !��r........,.. SCALE: 1" = 20' 20' 10' 0 20' 40' P-1% LEGEND: ABBREVIA11ONS FL FLOWLINE CL CENTERLINE ELEV ELEVATION BCR BEGIN CURB RETURN ECR END CURB RETURN BC BEGIN CURVE EC END CURVE R/W RIGHT OF WAY R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -L- "R1-1" -STOP "R6-1" -ONE WAY "S5-2"- END SCHOOL ZONE "R5-1" - DO NOT ENTER "W31(CA)" -END "R26(CA)" - NO PARKING "�4-1" -DEAD END "R3 -5R -RIGHT TURN ONLY "W14-2 - NO OUTLET "R4-7" -KEEP RIGHT "�-� -DOUBLE ARROW "R61-5(CA)" - INTERSECTION "-6 -SINGLE ARROW LANE CONTROL W1-1 - CURVE ARROW "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD FURNISH & INSTALL FIRE HYDRANT ASSEMBLY EXISTING FIRE HYDRANT NOTES: 1. PRIVATE STREETS - PAVEMENT TO BE 0.20' TYPE "A" A.C. OVER 0.40' CL. II AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 2. STOCKDALE HIGHWAY -� PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.50' CL. II AGGREGATE BASE OVER 1.55' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. CONTRACTOR TO INVESTIGATE EXISTING LANDSCAPE IRRIGATION SYSTEM AND PROVIDE FOR CONTINUOUS IRRIGA11ON OF LANDSCAPING TO REMAIN, FOR DURATION OF CONSTRUCTION, AND SUBSEQUENT TO COMPLETION OF CONSTRUCTION. SECTION DESIGNATION, SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN CONSTRUCTION NOTES:. a1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED O STANDARD PLAN R.S.P. A88A-CASE A - DETAIL 1 & 2. O REMOVE EXISTING STRIPING CONSTRUCT 12" CONTINUOUS WHITE STRIPE OR CROSSWALK O CONSTRUCT STRIPING DETAIL 22 PER CALTRANS STD. O CONSTRUCT STRIPING DETAIL 38 PER CALTRANS STD. O PROPOSED PAVEMENT MARKINGS - SEE MARKING LEGEND O8 SAWCUT EXIST E.P. 2' BACK OR AS DIRECTED BY THE CITY ENGINEER. OREMOVE AND MODIFY 5' OF SIDEWALK TO WARP SLOPE INTO PROPOSED HANDICAP RAMP SEE DETAIL 1. 1 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY THE CITY ENGINEER. 11 CONSTRUCT TYPE "M1" MEDIAN CURB PER C.O.B. STD. ST -2 7.5 REVEAL TO MATCH EXISTING CURB. 12 RELOCATE MOW RAMP TO PROPOSED LOCATION 13 REMOVE OR RELOCATE EXISTING STREET SIGN 14 PROVIDE MOW RAMP PER COB STD. L-12. 15 PROVIDE SURVEY MONUMENT ENCASEMENT PER COB STD ST -22 AT CENTERLINE END OF CURVE 16 PROVIDE MEDIAN HARDSCAPE/LANDSCAPE TO MATCH EXISTING, IN MEDIAN AREAS AFFECTED BY MEDIAN RECONSTRUCTION, PER COB STD L-12 I'll TH. III [ III 14+T11 ORE- + I REMOVE AND .'au►HANDICAPRAMP CURB. - I RELOCATE EXISTING "Sol � ARSSEMBLYANT DEMO PLAN (PRIVATE STREET + STOCKDALE HIGHWAY) (STA. 12+79.50 C.L. TO 14+58.48 C.L.) SCALE: 1" = 20' HORIZONTAL Know what's below, Call before you dig. f " ---i---------------------------------------- - - - - - - - - - - - - - - - - - - - - - - -zll/11111/1/1/1l111L111 1 _ 04 4!44!W STA 17+91.33 C.L. 16 EXISTING TREE TO BE REMOVED C1 2 '1 P. BEGIN NEW MEDIAN TAPER/ 16 �b GIN REMOVAL TING IAN END MEDIAN TAPER .C. �� STA. 19+52.52 C.L 7.00 RT. STA. 20+42.52 C.L 5.00 IT, ,�, A T.C. ELEV. = MATCH EXISTING T.C. ELEV. = 364.38' -w- - - CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED O STANDARD PLAN R.S.P. A88A-CASE A - DETAIL 1 & 2. O3 REMOVE EXISTING STRIPING ® CONSTRUCT 12" CONTINUOUS WHITE STRIPE OR CROSSWALK O5 CONSTRUCT STRIPING DETAIL 22 PER CALTRANS STD. © CONSTRUCT STRIPING DETAIL 38 PER CALTRANS STD. 7 PROPOSED PAVEMENT MARKINGS - SEE MARKING LEGEND ®SAWCUT EXIST E.P. 2' BACK OR AS DIRECTED BY THE CITY ENGINEER. OREMOVE AND MODIFY 5' OF SIDEWALK TO WARP SLOPE INTO PROPOSED HANDICAP RAMP - SEE DETAIL 1. 10 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY THE CITY ENGINEER. CONSTRUCT TYPE "M1" MEDIAN CURB PER C.O.B. STD. ST -2 7.5 REVEAL TO MATCH EXISTING CURB. 12 RELOCATE MOW RAMP TO PROPOSED LOCATION 13 REMOVE OR RELOCATE EXISTING STREET SIGN 14 PROVIDE MOW RAMP PER COB STD. L-12. 5 PROVIDE SURVEY MONUMENT ENCASEMENT PER COB STD ST --22 AT CENTERLINE END OF CURVE 16 PROVIDE MEDIAN HARDSCAPE/LANDSCAPE TO MATCH EXISTING, IN MEDIAN AREAS AFFECTED BY MEDIAN RECONSTRUCTION, PER COB STD L-12 Know what's below.. 0811 before you dig. TAPER DATA N0. C> CE STATION OFFSET FROM q 19+52.52 7.00RT. 19+57.52 6.92RT. 19+62.52 6.67RT. 19+67.52 6.25RT. 19+72.52 5.67RT. 19+77.52 4.92RT. 19+82.52 4.00RT. 20+12.52 2.0OLT. 20+17.52 2.92LT. 20+22.52 3.67LT. 20+27.52 4.25LT. 20+32.52 4.67LT. 20+37.52 4.92LT. 20+42.52 5.0OLT. E.C.-MEDIAN SUL 22+1 U7 C.L 5. T.C. ELEV. = 364.82' 0.24% 10 �'S" AD' 16 EXISTING HARDSCAPE & E.C. RADS . N01'11' LANDSCAPE TO BE REMOVED STA. 22+18.47 TAPER DATA NO.O STATION OFFSET FROM CE 27+15.18 5.00RL 27+20.18 4 92RT. 27+25.18 4.67RT. 27+30.18 4.25RT. 27+35.18 3.67RT. 27+40.18 2.92RL 27+45.18 2.00RT. 27+75.18 4.00LT. 27+80.18 4.92LT. 27+85.18 5.67LT. 27+90.18 6.25LT. 27+95.18 6.67LL 28+00.18 6.92LT. 28+05.18 7.00LT. it i i l tl i iii it i i l FUTURE CURB AND GUTTER tlI FUTURE CURB AND GUTTER 41 rp rl r r tr -------------------------------__ III I t EXISTING EXISTING CURB &(ATTER -- ------- R/WR/W R26 R26 CENTER 1' RADIUS -MEDIAN CENTER 1' RADIUS -MEDIAN STA. 23+42.55 C.L 6 L . STX 2421.07.L 6. R . BEGIN REMOVAL OF EXISTING MEDIAN/ Res T.C. ELEV. = 364.61' D. T.C. ELEV. = 365.00' LT END REMOVAL OF EXISTING MEDIAN/ T.C. ELEV = 364. 4' RT. T.C. ELEV. = 364.97' RT. STA. 24+32.86 C.L 5.BBEGIN NEW MEDIAN CURB00 RT END MEDIAN E AT EXISTING h � 1 lb 8� lb � ^� _ STA. 28+05.18 C.L 7.00 LT. NOTE: FOR EVERY TREE REMOVED, TWO TREES OF LIKE SIZE MUST BE PROVIDED BACK TO THE CITY. PRIOR TO THE START OF CONSTRUCTION, CONTACT THE CITY OF BAKERSFIELD PARKS DIVISION AT (661) 326-3268 FOR LANDSCAPE MODIFICATION REQUIREMENTS. 0 0 T.C. ELEV - 365.23 3 Aon �co�`" ^°�" ^�`°� �o�' o`"�`� 15 "j� �� lb �� 16 EXIST* &DSCAPE & E.P. �V. = 365.53' Q a INTERSECTION , „ - ----- - _ _ _ • _ -_- ----_- -__ --- � �; O,_______ �- _ ,�, 4.3p 11 25+00 ---.......... ca �o1VD c�'i BE REMOVED 6 - �--- - `E- ;� 888'48'02'£ 557.00'' ^� - ��_ _-10 12 �,• STA. 36+14.65 STOCKDALE HWY. C.L STA. 10+00.00 JEWETTA AVE. C.L _ - -_ - - -- --_- ~ -- ---- N r-� ^ �,'13 30pp� „� END NEW MEDIAi�G GRADE BREAK-MEDIj °`" `° 11 a MATCH EXISTI 6 0.20% -� --•- -- -F--" - C2 AT Q0� -� �. �. a, � 11 � 15 STING TREE TO _T STA + .L . n M STA. 24+32. C.L. 7.00 RT. §j § co BE REMOVED T.C. ELEV. = 365.07' C INTERSECTION T.C. ELEV. = 364.97'�"1 GRADE BREAK-E.P. STA. 23+79.11 C.L. STOCKDALE HIGHWAY = BEGIN MEDIAN TAPER �•C. RAD. N01'11'43'`� STA. 23+46.25 C.L. TSTA. 14+58.48 C.L. PRIVATE STREET STA. +SWIM. C. 27+75.47 C.L E.P. ELEV. = 364.32 1 T.C. ELEV. = 365.61' ---------------- + - - " �rmvnijn7m�T OF WAY EXISTING CURB AND (ATTER PRIVATE ENTRANCE SM srM s STOCKDALE HIGHWAY MEDIAN CONSTRUCTION (PUBLIC STREET) (STA. 22+80.00 C.L. TO 24+75.00 C.L.) SCALE: 1" = 40' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 8000.00' 427.14' 213.62' 3'03'33' C2 7995.00' 175.84' 87.92' 115'36" C3 3000.00' .839.18' 422.35' 16'01'38' rL STOCKDALE HIGHWAY I 5' 1 7' 1' EXISTING MEDIAN CURB TO BE REMOVED TYPE "M" MEDIAN CURB W/ 0.63' REVEAL Ln45' A.C. PAVING TO MATCH EXISTING 0.50' AGG. BASE 1.55' COMPACTED O.G. TO 95% RELATIVE DENSITY SECTION B SCALE: 1" = 10' HORIZ. 3 1" = 5 VERT. T.I.=9 "R"VALUE =71 MATCH EXISTING SECTION PER APPROVED A.D. 04-2 STOCKDALE HWY. & ALLEN RD. STREET CONSTRUCTION PLANS. BY McINTOSH & ASSOCIATES DATED 7-14-05. STOCKDALE HIGHWAY 1 10- 1 f EXISTING MEDIAN CURB1.5% TO TO BE REMOVED 2.0% j �E.END: FL ABBREVIATIONS FLOWLINE 0.45' A.C. PAVINGMEDIAN CL CENTERLINE TO MATCH EXISTING ELEV ELEVATION TO 95% REL.A11VE DENSITY BCR BEGIN CURB RETURN ECR END CURB RETURN 1" = 5' VERT. BC BEGIN CURVE EC END CURVE & ASSOCIATES R/W RIGHT OF WAY R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -!- 'R1-1' - STOP *R6-1*- ONE WAY 'S5-2" - END SCHOOL ZONE 'R5-1" - DO NOT ENTER *W31 (CA)" - END 'R26(CA)' - NO PARKING 'W14-1' - DEAD END 'R3 -5R - RIGHT TURN ONLY 'W14-2' - NO OUTLET `R4-7' - KEEP RIGHT" 0WI-7* _ DOUBLE ARROW 'R61-5(CA)' - INTERSECTION WI -6 -SINGLE ARROW LANE CONTROL W1-1„ - CURVE ARROW "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD FURNISH & INSTALL FIRE HYDRANT ASSEMBLY EXISTING FIRE HYDRANT rli - r�i I( "STRIPING TO BE DONE WITH CONSTRUCTION� 112' 12' 12' E 12' OF NORTH LEG AND TRAFFIC SIGNAL II r I It --------------------------------------------------------------------------- I --------------------- ----------- --------- III ----------- ' SS S = --------------- --------------------------------------------------------------------------------.------- S - - - -- - _ EXISTINGG s 1 4 S - s - - - - - - R/W­\ R26 S T ,--- ----------- - R26 EXISTING DETAIL 38 TO REMAIN R26 EXISTING DETAIL 9 TO REMAIN EXISTING DETAIL 39 TO REMAIN -- 4 50' LF 4" WHITE LINE EXISTING DETAIL 9 TO REMAIN EXISTING DETAIL 9 TO REMAIN_ 50' LF 4' WHITE UNE EXISTING DETAIL 9 TO REMAIN U9 EXTEND DETAIL 38 --- - - - REMOVE STRIPING EXISTING DETAIL 38 TO REMAIN 138 LF DETAIL 38 6 7 _ - - - - - 7 - 7 THROUGH INTERSECTION 7 _ _ N 175 LF DETAIL 38 - T _ i EXISTING DETAIL 9 TO REMAIN 50' Lf 4' kMITE LINE - - - EXISTING DETAIL 9 TO REMAIN - -' - - - EXISTING DETAIL 9 TO REMAIN 4 1 4 - - - - --- _._ -50' LF 4 WHITE UNE - EXISTING DETAIL 9 TO REMAIN EXISTING DETAIL 39 TO REMAIN �er ,n EXISTING DETAIL 38A TO REMAIN 1 EXISTING DETAIL 39 TO REMAIN --I- 363.80+ r - r PRIVATE ENTRANCE SEE 94EET 2 STOCKDALE HIGHWAY STRIPING PLAN (PUBLIC STREET) (STA. 22+80.00 C.L. TO 24+75.00 C.L.) SCALE: 1" = 40' STOCKDALE HIGHWAY 1 5' 1 7' 11' 3 EXISTING �- MEDIAN CURB TO BE REMOVED f-�x TYPE 'M" ----- ' MEDIAN CURB TO MATCH RE V TINAL -0 * 45' A.C. PAVING 0.50'AGG. BASE 1.55' COMPACTED O.G. TO 95% RELATIVE DENSITY STATION 22+18.47 C.L. STOCKDALE HWY. SCALE: 1" = 10' HORIZ 1" = 5' VERT. CL STOCKDALE HIGHWAY 1' v EXISTING < MEDIAN CURBcn TO BE REMOVED""I cA �9 2.6% - < 1. PRIVATE STREETS - PAVEMENT TO BE 0.20' TYPE 'A" A.C. OVER 0.40' CL 11 AGGREGATE BASE OVER 1.00'. COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 2. STOCKDALE HIGHWAY PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.50' CL. 11 AGGREGATE BASE OVER 1.55' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. CONTRACTOR TO INVESTIGATE EXISTING LANDSCAPE IRRIGATION SYSTEM AND PROVIDE FOR CONTINUOUS IRRIGATION OF LANDSCAPING TO REMAIN, FOR DURATION OF CONSTRUCTION, AND SUBSEQUENT TO COMPLETION OF CONSTRUCTION. SECTION DBIGNAMON• SWM ILIMERE 2 %• WIN SEVRON 5 WN 11,V 63l 1 _ ! - 1 . CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED PER CALTRANS STANDARD PLAN A24A. CALTRANS TYPE 1 (10) ARROW TO BE PAINTED PER CALTRANS STANDARD PLAN A24A. CALTRANS TYPE VII ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED PER CALTRANS STANDARD PLAN A24A. NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION SECTION 84, 2014 EDITION. EASEMENT LEGEND O R/W DEDICATED TO C.O.B. PER DOCUMENT # 000216126439 STOCKDALE HIGHWAY T 1 5' I r 2' EXISTING MEDIAN CURB "' TO BE REMOVED- 2.8Z < �----_ TYPE "M" ' �--- TYPE "M' MEDIAN CURBMEDIAN CURB 0.45' A.C. PAVING W/ 0.63' REVEAL 0.45' A.C. PAVING W/ 0.63' REVEAL 0.50' AGG. BASE TO MATCH EXISTING 0.50 AGG. BASE TO MATCH EXISTING 1.55' COMPACTED O.G. 1.55' COMPACTED O.G. TO 95% RELATIVE DENSITY TO 95% RELATIVE DENSITY STATION 24+32.86 C.L STOCKDALE HWY. STATION 26+00.00 C.L. STOCKDALE HWY. SCALE: 1" = 10' HORIZ SCALE: 1" = 10' HORIZ. 1' = 5' VERT. 1" = 5' VERT: I TYPE "M' 0.45' A.C. PAVINGMEDIAN CURB W/ 0.63' REVEAL 0.50' AGG. BASEJ TO MATCH EXISTING 1.55' COMPACTED O.G. TO 95% REL.A11VE DENSITY SECTION C SCALE: 1" = 10' HORIZ.3 1" = 5' VERT. T.I.=9 "R"VALUE =71 MATCH EXISTING SECTION PER APPROVED A.D. 04-2 STOCKDALE HWY. & ALLEN RD. STREET CONSTRUCTION PLANS. BY MdNTOSH & ASSOCIATES DATED 7-14-05. rli - r�i I( "STRIPING TO BE DONE WITH CONSTRUCTION� 112' 12' 12' E 12' OF NORTH LEG AND TRAFFIC SIGNAL II r I It --------------------------------------------------------------------------- I --------------------- ----------- --------- III ----------- ' SS S = --------------- --------------------------------------------------------------------------------.------- S - - - -- - _ EXISTINGG s 1 4 S - s - - - - - - R/W­\ R26 S T ,--- ----------- - R26 EXISTING DETAIL 38 TO REMAIN R26 EXISTING DETAIL 9 TO REMAIN EXISTING DETAIL 39 TO REMAIN -- 4 50' LF 4" WHITE LINE EXISTING DETAIL 9 TO REMAIN EXISTING DETAIL 9 TO REMAIN_ 50' LF 4' WHITE UNE EXISTING DETAIL 9 TO REMAIN U9 EXTEND DETAIL 38 --- - - - REMOVE STRIPING EXISTING DETAIL 38 TO REMAIN 138 LF DETAIL 38 6 7 _ - - - - - 7 - 7 THROUGH INTERSECTION 7 _ _ N 175 LF DETAIL 38 - T _ i EXISTING DETAIL 9 TO REMAIN 50' Lf 4' kMITE LINE - - - EXISTING DETAIL 9 TO REMAIN - -' - - - EXISTING DETAIL 9 TO REMAIN 4 1 4 - - - - --- _._ -50' LF 4 WHITE UNE - EXISTING DETAIL 9 TO REMAIN EXISTING DETAIL 39 TO REMAIN �er ,n EXISTING DETAIL 38A TO REMAIN 1 EXISTING DETAIL 39 TO REMAIN --I- 363.80+ r - r PRIVATE ENTRANCE SEE 94EET 2 STOCKDALE HIGHWAY STRIPING PLAN (PUBLIC STREET) (STA. 22+80.00 C.L. TO 24+75.00 C.L.) SCALE: 1" = 40' STOCKDALE HIGHWAY 1 5' 1 7' 11' 3 EXISTING �- MEDIAN CURB TO BE REMOVED f-�x TYPE 'M" ----- ' MEDIAN CURB TO MATCH RE V TINAL -0 * 45' A.C. PAVING 0.50'AGG. BASE 1.55' COMPACTED O.G. TO 95% RELATIVE DENSITY STATION 22+18.47 C.L. STOCKDALE HWY. SCALE: 1" = 10' HORIZ 1" = 5' VERT. CL STOCKDALE HIGHWAY 1' v EXISTING < MEDIAN CURBcn TO BE REMOVED""I cA �9 2.6% - < 1. PRIVATE STREETS - PAVEMENT TO BE 0.20' TYPE 'A" A.C. OVER 0.40' CL 11 AGGREGATE BASE OVER 1.00'. COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 2. STOCKDALE HIGHWAY PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.50' CL. 11 AGGREGATE BASE OVER 1.55' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. CONTRACTOR TO INVESTIGATE EXISTING LANDSCAPE IRRIGATION SYSTEM AND PROVIDE FOR CONTINUOUS IRRIGATION OF LANDSCAPING TO REMAIN, FOR DURATION OF CONSTRUCTION, AND SUBSEQUENT TO COMPLETION OF CONSTRUCTION. SECTION DBIGNAMON• SWM ILIMERE 2 %• WIN SEVRON 5 WN 11,V 63l 1 _ ! - 1 . CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED PER CALTRANS STANDARD PLAN A24A. CALTRANS TYPE 1 (10) ARROW TO BE PAINTED PER CALTRANS STANDARD PLAN A24A. CALTRANS TYPE VII ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED PER CALTRANS STANDARD PLAN A24A. NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION SECTION 84, 2014 EDITION. EASEMENT LEGEND O R/W DEDICATED TO C.O.B. PER DOCUMENT # 000216126439 STOCKDALE HIGHWAY T 1 5' I r 2' EXISTING MEDIAN CURB "' TO BE REMOVED- 2.8Z < �----_ TYPE "M" ' �--- TYPE "M' MEDIAN CURBMEDIAN CURB 0.45' A.C. PAVING W/ 0.63' REVEAL 0.45' A.C. PAVING W/ 0.63' REVEAL 0.50' AGG. BASE TO MATCH EXISTING 0.50 AGG. BASE TO MATCH EXISTING 1.55' COMPACTED O.G. 1.55' COMPACTED O.G. TO 95% RELATIVE DENSITY TO 95% RELATIVE DENSITY STATION 24+32.86 C.L STOCKDALE HWY. STATION 26+00.00 C.L. STOCKDALE HWY. SCALE: 1" = 10' HORIZ SCALE: 1" = 10' HORIZ. 1' = 5' VERT. 1" = 5' VERT: I @IIIIIIIII