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Home My WebLink About1.1-6678REVIEWED BY: 11/1 Z—/ TRAFFIC ENGINUH, C;I i Y ur tsArttrc;:or i«U REVIEWED BY* • `ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD APPROVED BY* PUBLIC WORKS DIKLUlUxt U I T Vi DAmLR JrIGLV RAUL M. ROJAS R.C.E. 39880 DAIL DATE tl -3 DATE BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF OLD RIVER ROAD AND HOWELL DRIVE PER CITY OF BAKERSFIED, ELEVATION = 366.605 (USGS DATUM) BENCHMARK SET: TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF PINE FLAT DRIVE AND NORTH TRACT BOUNDARY OF TRACT 6359 -2. ELEVATION = 344.54 BASIS OF BEARINGS: THE BEARING OF NORTH 00*33'50 " EAST FOR THE WEST LINE OF SECTION 29, T. 30 S., R. 27 E., M.D.B.& M. (ALSO BEING THE CENTERLINE OF OLD RIVER ROAD) PER THE KERN COUNTY SURVEYOR'S SURVEY INVESTIGATION AND PERPETUATION MAP N0. 7 -1, BK. 6 PG. 26 WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP. D Q 470 LF 0.50' A.C. 0.50' A.B. 269920 � a 0 3,150 LF 0.20' A.C. 0.40' A.B. 124, 275 0 6" CURB AND GUTTER 6, 820 LF 6" THICK DRIVE APPROACH 7,590 SF � TRACT SF SURVEY MONUMENT ENCASEMENT � � 6359 2 W � BERKSHIRE FUTURE � 0 � ROAD PARK SITE -N- O STREET LIGHTS (5800 LUMEN) 11 EA STREET LIGHTS (9500 LUMEN) M cCU TCH EN ROAD VICINITY MAP NO SCALE BAKERS F i ELD CALIFORNIA UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 'w IV I M** DIAL TOLL FREE 1-600- 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. ARTERIAL STREET (PANAMA LANE) A 470 LF 0.50' A.C. 0.50' A.B. 269920 SF LOCAL STREETS 3,150 LF 0.20' A.C. 0.40' A.B. 124, 275 SF 6" CURB AND GUTTER 6, 820 LF 6" THICK DRIVE APPROACH 7,590 SF 4" THICK SIDEWALK 25,593 SF SURVEY MONUMENT ENCASEMENT 18 EA METRO STREET NAME SIGNS 2 EA STREET NAME SIGNS 11 EA TRAFFIC CONTROL SIGNS 8 EA WHEEL CHAIR RAMPS 12 EA STREET LIGHTS (5800 LUMEN) 11 EA STREET LIGHTS (9500 LUMEN) 1 EA CROSS GUTTERS (12' WIDE) 3 EA S AWCU T 765 LF STRIPING 119 8 LF MEDIAN CURB 193 LF AC DIKE 215 LF TRAFFIC SIGNAL L INTERCONNECT 470 LF LEGEND CL- CENTERLINE ��u'u iWxw0m wQWWZ::,z:W c� DWY-- DRIVEWAY Qw °�W� 0- FL- FLOWLI N E W to U 0 W Z v> >- zI wm0o wz F- k-0o.. BCR- BEGIN CURB RETURN OC ilk+ w W !,L. 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Q. CL L t. 4' oQ Q A_ s � ui U. o W w' W LL w- a: p�U0 w0cn m Z ZO UCLZ W0wl`t- mmW�HW<C _C), Q uj ZO 1i0Z W= J Zw0wmQ = �° c�u -�'" �Oz Jcc�;.0 w a mzwce oc J:e Z Wd wE-- w LL W w W =° r cr- Z W 00 z}- U�- .u�... 0 � cfl tXQ�5ZZU_3 (L 0 C� �_ Q H F_ 3: . W cao �-- U_ W Z W z 3:0z w W F�0 Ud U cntu ;wwz zz°Ca.a.. a c -., a- 0,3: _jce —wX :w WL1.17- >0 CO) . -w0 � � � _ Q C Z Z W �.Z UJQOO fn WLLF- ZZ� 01. J_ [30 �C� oZ ©d -- W WQPOO �CWOQwPto tea a. Z - 0WuQQ� tL z w U 0�0 W XOazZ0 <�OW� WQ0 W LLJ w 0 2 0- C/) >QUwco_..f� =zQWWw- © }- 0 LL W 2 _ Z J'�wU0m88 _ -- Cn O Z Co =U � W = MW-- ��u'u iWxw0m wQWWZ::,z:W c� Qw °�W� 0- W to U 0 W Z v> >- zI wm0o wz F- k-0o.. OC ilk+ w W !,L. Li � Z Z C� p Q Z 0 Z j Z LJ< F- (fiz<aW W-j 0W0WOCFZ�� -- 0 Momwo uF- .. ---' Zo— 'w'cn0Lj.w U W F-- M< W Z a (/) w �-�- w.� w -� d W W Z J W 0. 0 0U `t . mz< <!mW VH � � Z O � OZ OM ZO mmm CL (n O7t� �0 � U a 00Qm �0 = Z W <X(/) WWO d W : D0 — ZC.3�!? UWy_J <=) 0 0 -- 0CL .. W m }, >Ztll CLF- .U0W V) OZZW< —J:D t�0 �W3: 'gym F- a— aCQU`� <tla �? mzxwxoo.�<t Z0E- ---- 00 <F- §XWWZWO t �w U>Zt��o ! 0 0 0 W Uj LU V) QmW V) 0 cr. V) 'w'w'> -ow'� wow F-200-0000 2963 B #4 ■ z a V M I 2 cu o 5 M C) w U V_ m CD 0 (1) ca LL cu c/)r w (1) M a) 0 w L- yr Z 1,ct) dEm o� O W o cv 0 ry u � w � 0 z CL �- co w w w w fl C) � > w LL w 0 < o L.. Q. CL L t. 4' oQ Q A_ s � ui U. o W w' -1-i 0 E co 3 cn � z N — � W LO CRATE 11/08/2013 Ln PA JOB No. 12 -2555 SHEET E v 0 A i OF 8 SHEETS Z Q J Z W 00 W � cfl W W cao 2 � � J W W Cn -1-i 0 E co 3 cn � z N — � W LO CRATE 11/08/2013 Ln PA JOB No. 12 -2555 SHEET E v 0 A i OF 8 SHEETS G NQ.TES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE NO. 4472, LATEST EDITION AND STANDARDS PERTAINING THESE DOCUMENTS THERETO. SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED MAY 2006. CALIFORNIA, THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING ACCEPTED STREET BEET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF -WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. CE. TH E SECTION MAY BE NOTIFIED AT (661) 326 -3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS DATA AND DIMENSIONS, MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GS SHALL HAVE PRECEDENCE OVER SCALED PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.- 1-- 800- 227- 2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED. OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CON ' TRACTOR S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS EQUIPMENT SUPERVISION Q KENT AND ON NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER AND NO MANNER, COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 41. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CON ' SULTANT S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, L ANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT.- EROSION SEDIMENT INCLUDING SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY- , THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL HOURS• AND THAT AND HOLD THE OWNER AND L WORKING THE CONTRACTOR SHALL DEFEND, INDEMNIFY THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, G D, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE P APPROVED IN WRITING PLANS MUST BE G BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR COB STREET IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BAC KFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT -OF -WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM'. tt R VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC I.NFOR NATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL .N� PLACE MATERIAL, AL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R VALUE, IN ACCORDANCE E WITH CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH (T) OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS T = ' STREETS ( T=1.59 TO 2.5 AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5' FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6 ". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 8• ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS. /CU. YD. OF CEMENT AND HAVE A MAXIMUM WATER /CEMENT RATIO OF 0.50. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37 BITUMINOUS US SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT AS DIRECTED BY THE CITY ENGINEER. ISfONS 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED S () INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T -19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 15. SEE WATER, STORM- DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. SOB ASPHALT CONCRETE PAVING NOTES 1• ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MO)IFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM 3 RAD4NG. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92- 1.02(6), "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF M ATERIA PR LS OPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY 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 39-2.02p "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD N OT 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 TH E 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 T HE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT DESIGN. CONCRETE NIX 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE PAVEMENT. C EXISTING EDGE OF 7. A PRIME COAT WILL NOT BE REQUIRED ON NON - -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01 "SUBGR " SPECIFICATIONS SHALL BE MET. t ADE, OF THE STANDARD 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 BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. 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 W ORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS* ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL L 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 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXI MUM THEORETICAL DENSITY AS DETERMINED BY ASTM D -2041. IN- -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE CE WITH CALIFORNIA TEST 375. 14. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, 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 P S ECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS, 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96 %, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED. WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CON TRACTOR'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 WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFI ED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT QU MENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE E CONTRACTORS EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO THE PAVEMENT EDGE AND T NEAREST LANE LINE OR HE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. GROUND AREAS SHALL BE NEAT RECTANGULAR A ALL 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 CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR AND LOCAL AL ROADBEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB CONFORMING TO ) SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS -- OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. TY. 20. THE 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 ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B• WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE} IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. CITY STANDARD_. PLATES o Wc�.�0 mpw 1- a_ 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDER z '� W ED A PART OF THESE PLANS. ,� �, � W � z �. (CONTRACTOR TO OBTAIN LATEST EDITION 10 -26 -89 U w � W z � a z NLESS OTHERWISE NOTED) W o ,- 0 . CITY STD. ND. 26 INCH ST -1 El ST -2 VN ST -3 C9 ST -4 El ST -5 ❑ ST -6 ❑ ST -7 Q ST -8 ful ST -9 Inj ST -10 El ST -10A ❑ ST -11 ❑ ST -12 El ST -13 Inj ST -14 ST -15 ST -16 DESCRIP11ON CURB AND GUTTER (TYPE "A", "13" AND "C ") COMMERCIAL DRIVEWAY SIDEWALK RESIDENCE DRIVEWAY HOUSE NUMBER FOR CURBS PAVEMENT PATCHES CROSS -- GUTTERS 26 INCH PART CIRCLE CULVERT STREET SPECIFICATIONS STREET SECTIONS STREET SECTIONS STREET CROSS SECTIONS ALLEY CROSS SECTION SURVEY MONUMENT "STREET LIGHT, MAST ARM TYPE CUL -DE -SACS STREET KNUCKLE "FIBERGLASS STREET LIGHTS NOT ALLOWED CITY STD. N0. WRE COLOR ST -17 ❑ ST -18 ❑ ST -20 ❑ ST -21 WIDE - CROSS GUTTER ST -22 ❑ D -10 ❑ D -11 tt tt » tt tt MEDIAN CURBS (TYPE M, M -1 AND M -2 ") D -14 El D -75 D -16 El SW -4 ❑ SW -5 19 T -1 El T-5 El T -12 T -24 T -34 MINIMUM ACCESS DESIGN SUBDIVISION TURNAROUNDS FOR STREETS TO BE EXTENDED TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES CALTRANS STANDARD PLANS OEM 1 • THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN 0 RSP A88A 12"(YOOmrr EXTENS10A DESCRIPTION CURB RAMP DETAILS c2P MOD& inr7D?cawnEcr/rNAc BLOCK T8-1 INPUT PANEL 14 lbRf L1AL6R AMGiVAlENlS PIN FUNC77ON A AUDIO IN B AUDIO IN C A010 OUT E AUDIO OUT TB -1 78 -2 1-8-3 (Comm In) TB -4 (Comm In) 18 -5 (Comm Out 78 -6 (Comm Out) INIEWCII6V LO�Ci411aV A WIRE COLOR MODEM HARNESS IWITE bfAff RLD WEEN WRE COLOR ��ZU�- l -�_zQZ -zRUzi W� Q p W m DESCRIPTION 781 -Y cW iii. F=" FW"• OZ z . . F_ �!;i z W W � a <� 1 TB1 -4 &A ff '1'f =� ;ci3s a z m WIDE - CROSS GUTTER T81 -6 ��-�_ 2W_"9_ �- u_ PUBLIC WORKS DEPARTMENT tt tt » tt tt MEDIAN CURBS (TYPE M, M -1 AND M -2 ") �apppwUmc� Q o _ = W z PRIVATE STREET GATES aza.�- Q_��a viz Q�O��azm� W�� o 00 0z 0a REFUSE CONTAINER PAD co W_ W �c 0_ co W 0Fz TRENCH BACKFILL AND COMPACTION RE QUIREMENTS �wz -moo ~ x q? W o 0 o m W LL _ z �.,. SIDEWALK UNDERDRAIN a03: az �b�w�so_00 �Wa��z�0- DRAINAGE BASIN 0z xw>0� a- cn tt tt CATCH- BASIN, TYPE A f=- p =UpQ p v�zw!=Z <z LL UL u- W 3;: z F_ z z S2 �. w <w >0 ,,o_ L.L tt tt CATCH- BASIN, TYPE A -1 Q. 2 CO <t W co ,_- z Q w a co GUTTER DEPRESSIONS Q-- �0W�'�d-h~ Cn _w��C >.�o �WMDzQ ©a 2 w . 2 L. LOU 1 ;= tt tt MANHOLE, TYPE A WITH DROP CONNECTION 9 Q �: ° c FRAMES & COVER FOR MANHOLES & CLEAN OU TS W1 LW�W�M WQ�OW jt'"amf =� > >: u� z co - co STREET SIGN, POST TYPE �. Q W LOU W J z p Q m Uj w w 0 W Z cn I— a_ 5 o < m MAJOR COLLECTOR AT INTERSECTION WITH MAJOR ARTERIAL MINIMUM ACCESS DESIGN SUBDIVISION TURNAROUNDS FOR STREETS TO BE EXTENDED TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES CALTRANS STANDARD PLANS OEM 1 • THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN 0 RSP A88A 12"(YOOmrr EXTENS10A DESCRIPTION CURB RAMP DETAILS c2P MOD& inr7D?cawnEcr/rNAc BLOCK T8-1 INPUT PANEL 14 lbRf L1AL6R AMGiVAlENlS PIN FUNC77ON A AUDIO IN B AUDIO IN C A010 OUT E AUDIO OUT TB -1 78 -2 1-8-3 (Comm In) TB -4 (Comm In) 18 -5 (Comm Out 78 -6 (Comm Out) INIEWCII6V LO�Ci411aV A WIRE COLOR MODEM HARNESS IWITE bfAff RLD WEEN TOP VIEW INTERCONNECT DETAIL NTS ?5nm) 2 "(50mm) CONDUIT 2'(50mmJ CONDUIT 3 "(75mm) KNOCKOUT CLEAN CRUSED- Ei ROCK SUMP, SEE EE STD PLAN ES-8 `-- SECTION A -A FOR ADDITIONAL N DETAILS NO.5 PULLBOX WITH EXTENSION (NO.6 POLL BOX iy'7H EXTENSION SI Alto j MUL 77- -DUCT ffTS TRAFFIC SIGNAL INTERCONNECT SHALL BE INSTALLED ALONG ALL ARTERIAL & COLLECTORSTREETS OR AS DIRECTED AS PART OF THE STANDARD STREET IMPROVEMENT. OMISSION OF INTERCONNECT CONDUIT ALONG AR7FRIAL OR COLLECTOR STREETS MA Y BE ALLOWED WHERE ACCEPTABLE AL TERNA TE MEANS OF COMMUNICA RON IS PROVIDED FOR IN THE CITY 7PAFFIC COMMUNICA 77ON MASTER PLAN. MUL 17-DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUNICA 77ON BACKBONE ROUTES SHORN ON THE CITY TRAFFIC COMMUNICA 77ON MASTER PLAN, PULL BOXES ARE TO BE NO. 6. ALL OTHER ROUTES INSTALL 2'" 50mm� SCHEDULE 40 CONDUIT UNDER SIDEWALK WI TH PULL BOXES A T 400 (120m ) MAXIMUM INTERVAL. PULL BOXES SHALL BE NO. 5 NTH EXItNSIONS AND KNOCKOUTS CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXISRNG SURFACE HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT SETWE N PULL 80XES SHALL NOT EXCEED 180 APPROVED DEGREES A PULL ROPE CONFORMING TO SECTION 86 -2.050 INSTALLA PON OF THE STANDARD SPECIFICA 77ON SMALL BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INSTALLA 770N OF R]77]RF mAnir_ mss an ENaNEER IB -1 18 -2 TB -3 (Cantu In) 78 -4 (Comm In) IB -5 (Comm Out) T8-6 (Comm Out) lN1FRSECI�iN L(1'Ci411GW B LIDS SHALL READ "TRAFFIC SIGNAL 'p KNOCKOUT FOR 4'"(100mm) MUL I7DUCT OR MUL 77- CONDUIT SYSTEM (NOT REQUIRED FOR NO.5 PULLBOX) Y'llom) MIN CONDUITS SHALL BE SECTION B -B CAPPED IN PULL BOXES a do r1 y • •� �• '••,� =� �4 0 0 VIES •• Is ' • • * • .60 • . • • ri R =4 MIN. VA IES R =4' 1.2m MIN. 0 (1.2m) SWEEP TO PULLBOX NOTE.' TO BE USED ONL Y WHEN CONDUIT IS ALLOWED TO BE PLACED AT GUTTER LIP. LINE IN ALL OTHER CASES, CONDUIT IS TO BE LOCA TED UNDER SIDEWALK AREA. T-34.DWG STANDARD WRE COLOR TRAFFIC SIGNAL. INTERCONNECT CABLE 781 -Y dill TE TB1 -4 &A ff 781 -5 BLAff T81 -6 T-- 34 TOP VIEW INTERCONNECT DETAIL NTS ?5nm) 2 "(50mm) CONDUIT 2'(50mmJ CONDUIT 3 "(75mm) KNOCKOUT CLEAN CRUSED- Ei ROCK SUMP, SEE EE STD PLAN ES-8 `-- SECTION A -A FOR ADDITIONAL N DETAILS NO.5 PULLBOX WITH EXTENSION (NO.6 POLL BOX iy'7H EXTENSION SI Alto j MUL 77- -DUCT ffTS TRAFFIC SIGNAL INTERCONNECT SHALL BE INSTALLED ALONG ALL ARTERIAL & COLLECTORSTREETS OR AS DIRECTED AS PART OF THE STANDARD STREET IMPROVEMENT. OMISSION OF INTERCONNECT CONDUIT ALONG AR7FRIAL OR COLLECTOR STREETS MA Y BE ALLOWED WHERE ACCEPTABLE AL TERNA TE MEANS OF COMMUNICA RON IS PROVIDED FOR IN THE CITY 7PAFFIC COMMUNICA 77ON MASTER PLAN. MUL 17-DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUNICA 77ON BACKBONE ROUTES SHORN ON THE CITY TRAFFIC COMMUNICA 77ON MASTER PLAN, PULL BOXES ARE TO BE NO. 6. ALL OTHER ROUTES INSTALL 2'" 50mm� SCHEDULE 40 CONDUIT UNDER SIDEWALK WI TH PULL BOXES A T 400 (120m ) MAXIMUM INTERVAL. PULL BOXES SHALL BE NO. 5 NTH EXItNSIONS AND KNOCKOUTS CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXISRNG SURFACE HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT SETWE N PULL 80XES SHALL NOT EXCEED 180 APPROVED DEGREES A PULL ROPE CONFORMING TO SECTION 86 -2.050 INSTALLA PON OF THE STANDARD SPECIFICA 77ON SMALL BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INSTALLA 770N OF R]77]RF mAnir_ mss an ENaNEER IB -1 18 -2 TB -3 (Cantu In) 78 -4 (Comm In) IB -5 (Comm Out) T8-6 (Comm Out) lN1FRSECI�iN L(1'Ci411GW B LIDS SHALL READ "TRAFFIC SIGNAL 'p KNOCKOUT FOR 4'"(100mm) MUL I7DUCT OR MUL 77- CONDUIT SYSTEM (NOT REQUIRED FOR NO.5 PULLBOX) Y'llom) MIN CONDUITS SHALL BE SECTION B -B CAPPED IN PULL BOXES a do r1 y • •� �• '••,� =� �4 0 0 VIES •• Is ' • • * • .60 • . • • ri R =4 MIN. VA IES R =4' 1.2m MIN. 0 (1.2m) SWEEP TO PULLBOX NOTE.' TO BE USED ONL Y WHEN CONDUIT IS ALLOWED TO BE PLACED AT GUTTER LIP. LINE IN ALL OTHER CASES, CONDUIT IS TO BE LOCA TED UNDER SIDEWALK AREA. T-34.DWG STANDARD DAIS 09/99 TRAFFIC SIGNAL. DRAYM Starbuck INTERCONNECT -- CHECKED Bruce Deeter WIRING AND PULL BOXES SCALE None CITY OF BAKE LD C T-- 34 PUBLIC WORKS DEPARTMENT a E co CD a co _ 0) z U") Uj -.-. CO U 0 CIO) _r Ca U) z n _- N Uj �© � . W �� 4-0 CY) r Cq Ll I z W a co r i Q w <� a > m w w W > W W p tY ate. a 1 NEER Go d°,�d v t�s Z Q J I-- Z W W O w w i • 3:: z i 0 � Zt w (0 DATE 11/08/2013 co PA JOB No. 12 -2656 SHEET E 0 L_ E i ®F 8 SHEETS CONSTRUCTION -NOTES Q1 CONSTRUCT 6" CURB &GUTTER PER C.O.B. STD. DWG. ST -1. FZ]CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -3. 03 CONSTRUCT WIDE CROSS- GUTTER PER C.O.B. STD. DWG. ST -17. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS- GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1' f-41 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. N0. Q -14. ❑5 CONSTRUCT 22' WIDE STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -4. F-C CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". Q SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND /OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. F-8-1 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT &PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T -34 (SEE SHEET 2). PULL BOXES NOT SHOWN. COORDINATE TRENCH LOCATION WITH JOINT TRENCH DRAWINGS. � RELOCATE ALL POWER POLES - COORDINATE WITH UTILITY OWNER. + INSTALL STREET NAME SIGN PER CITY STANDARDS. -v- INSTALL TRAFFIC SIGN PER CITY STANDARDS. - Q-R1 -1 INSTALL R1 -1 STOP SIGN W/ STOP BAR. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. FL FLOWLINE STATIONING TAPER TABLE "A" LENGTH STATION TANGENT OFFSET 16 +78.32 47.12 48.76' RT 16 +88.32 MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK 49.07' RT 16 +98.32 SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 49.93' RT 17 +08.32 DWG. ST -14 51.32' RT TANGENT DIODE (LED) 17+38.32 _._ - 56.44' RT 17 +48.32 57.83' RT 17 +58.32 0 58.68' RT 17 +68.32 U 59.00' RT CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl 47.12 30.00 30.00 90'009 00" O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. -C> INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14 AND C.O.B. + ® 1 SPECIAL PROVISION SECTION 86 -6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP 17 ' SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. tK � �-�- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14 AND C.O.B. SPECIAL PROVISION SECTION 86 -6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. _._ - MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. U SEWER MANHOLE OC SEWER CLEAN OU T �D STORM DRAIN MANHOLE � EXISTING UTILITY POLE -- -- - - RIGHT -OF -WAY SEWER STORM DRAIN - - - EXISTING EDGE OF PAVEMENT GAS EXISTING GAS MAIN GATT EXISTING OVERHEAD AT&T CABLE OHE EXISTING OVERHEAD ELEC CABLE RELOCATE ALL POWER POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. LDSC ST ST PL RW CIL 6' HIGH BLOCK WALL -z ;w 6" TYPE "B" CURB & GUTTER --� W/ 5.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS �.., OHE OHE SEE DETAIL o THIS SHEET 0 �2 A �h GAS GAS AS GAS i S GAS GAS GAS -&A T-T OA TT- co im 9 to in 9 CD .� EXISTING FENCE, 0 REMOVE ALONG FRONTAGE o 6 2� O' AND SALVAGE TO OWNER W �- >Q 04 z °z Z � M w � 41 42 ri 43 w 44 �► m + °+ + w r**. 00 00 O 0 w Q (9.1 }- w 0. (r , ;Q • Q 0. > w" z M Q 0 �- CD W a. • U w W z U (A W /"'"! W -H 00 w N N w N 00 41 re) coo 000 000 060 00 0000 coo � � too + ! + e� + Oo +�' °) c �- .. co �- co �t 90' BAY TAPER SEE TABLE "A" m m�� \-- -GRADE LINE SEE PLAN VIEW FOR STRUCTURAL SECTION 110' RIGHT -OF -WAY - -Z --//Z- GAS - 1 &2 B [L 20*_T_ 201-1 W� � <C 1- Q�'W � W W0 Qw WQ!W t� w U � N 00 0 N 7F 21 45 i IL Q m �.... �. Z V W 0 cr W CL 0 + o 04 w .T.S. OHE D U Q 0 Ll_f0u.01 Q - 117- -- 22 7 Innn- � f� I *cn EXISTING MAILBOX PROTECT IN PLACE EXISTING PILASTERS, PROTECT IN PLACE (TYP) 1-EXISTING RESIDENTIAL Q DRIVEWAY 0 0 m U I- _N_ An CONSTRUCT MIN. 0.50' TYPE 'A' A.C. PAVING OVER 1 "= 0' HORIZONTAL: 5 MIN. 0.50 CRUSHED CLASS II AGGREGATE BASE OVER MIN. 1.50 NAT. GRD. " ' T 95% MAX. DENSITY VERTICAL. 1 _ --2 COMPACTED 0 11 -9.5 R=54.0 _47.12= r 47.12' ON CURVE ON CURVE wK) LLJ U� 0!V0tto 0K) wcoo 0 �- !" m0 wCOm0 w'= O M � � � cq tt'� to N m to V <C 00 < f r m m + + Z � � N V Z w � 0 ..... 354 354.. � o m SOUThE0� �, OF PQ V'EyIENr PROPILZ` M -- .- ----. • . .352 .......... ....................... ............... ................. ......... . • • Y • • • • • i • • • • • • + • 3 • • • • • 6 ................. - o. z�� ........... ............. ............ .......... .................... . A . . 0.,259e /1 l�+V fZOKINE PRMLE 350 EXST/NG GROUND PROV IZE A T• �L OIL .E. . • .350 . (48-' SOUTH OF CENTERL/NE�1 i e • i._ .....e .-��- . : • • • • . • • • • • • • • • • • • . • • • • • s • • • • • • . • . • r . . . . • . . • . . . . . . • . . . . . • . . • • . . . . . . . . f • • . . . • . f . . . • • . . . . . . • . 16+00 17+00' 18+00 19+00 20+00 21+00 22+00 SOUTH FLOWLINE PROFILE 0- w x W a. w x -H w� 00-H Inn- ob 00 z r, + • W �- � � � ROADSIDE SIGN. dtPAVEMENT DELINEATION NOTES 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA /AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. _jw mQ_ 0� oy) zw L �- xw z Li U U 385' TRANSITION EXISTING DOUBLE YELLOW CENTER STRIPE TO REMAIN - r //----- ---7/r--- --- -//7--- --._ a z 0 m H -ell LL_ PAVEMENT DELINEATION LEGEN o t' o W o J OWL tea_ INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. � W cip in 1: u,cnww� A20A, A20B, AND A20D. NUMBER IN CD INDICATES DETAIL NO. w J o ,1,. Z �- z ON STANDARD PLAN. W = <z�0Wm�° ' -- LL INSTALL 12 WHITE LIMIT LINE AS SHOWN. z w w R o Q m z m z� CID wow w Q �. NY PAINT MEDIAN NOSE YELLOW. ��- F"'i- -�0�I=- > a 04 o w u) to t-- ,,,,�' INSTALL TYPE VI WHITE ARROW CENTERED IN LANE AS SHOWN. ®z �- t= 5 R , , , © -0 c9 loco m - m INSTALL "BIKE LANE" LEGEND AND ARROW AS SHOWN. a W � W o " m z o l°� U- Z83 L60 STOP INSTALL WHITE STOP LEGEND AS SHOWN z U �' _ w ) CD cc �wz ouCZ�z -moo W 1� _=Q2w�w�z� '� vc� 'C INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. < �- ? W o 0 o m U? wu- -z �o Q� WZOQ z �M z�oWo�Q °o0 lam- NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL < w }.. Q ,�,., ,� a. C� N cn VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. z o wz W W w o z Q uj o CID p�z� =pwc.3Q� N SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE 0. z � F- w > o'w p SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. o zw rU z o Z z ° � �zFUQV5 w LL u. u, o Ow- ww <, 'c') Z d cA =fit- QCU >�MC) � p Zp =UU=) W= ww as >� ;0 nr C X 0, w w w= w© m 0w>inm Q j�aLLgU. r» Wo�B��m ww00wz'c°n> -cam 0 w z D 0 C:l w M SI GN LEGEN D SIGN CODES EXISTING SIGN TO REMAIN. SNS -METRO " METRO STREET NAME SIGN INSTALL NEW 1 POST SIGN. R1 -1 " STOP SIGN R7 -9 N NO PARKING BIKE LANE INSTALL NEW 2 POST SIGN. L -1 N TYPE L -1 OBJECT MARKER INSTALL NEW SIGN ON EXISTING N(YEL) N TYPE N (YELLOW) MARKER STREET LIGHT STANDARD. R26 CA> NO PARKING ANYTIME RELOCATE EXISTING SIGN. R4 -7 N DIVIDED ROAD ° REMOVE EXISTING SIGN R6 -1(R) NONE WAY (RIGHT) (SALVAGE TO CONTRACTOR). NOTE: SIGN CODES ARE FEDERAL CODES I.1,1 U- UNLESS OTHERWISE INDICATED BY , CA (CA) ~ C } L w -�-- SIGN LOCATION INDICATES CALIFORNIA CODES. o z W. J 0 m as 385' TRANSITION w w uu EXISTING DOUBLE b c SNSw- -METRO R6 -1 R YELLOW CENTER `� n u TYPE N (YEL ° < STRIPE TO REMAIN o w a R4-7 0 cn TYPE N (YEL OW ER r _..._- .- ____ -- rte... -- --. -- zw - �=- z� uj NY � - "� M > C•3 39 LL R26 (CA 39 -- o ;� a w t on 2 L -1 p o STRIPING & SIGNAGE PLAN MEDIAN PLAN CONSTRUCTION NOTES AAINSTALL TYPE M MEDIAN CURB PER C.O.B. STD. DWG. ST -18 (ALONG SOUTH SIDE ONLY) g� INSTALL 6" AC DIKE (ALONG NORTH SIDE AND NOSE -BOTH ENDS) Q PAINT NOSE(S) YELLOW (BOTH ENDS) -N- HORIZONTAL: 1 " =50' m m An ,BLE ANGENT DELTA -- 180ro0'00„ 0 E to co 0 t 00 P%%Nm t co QD q � t 1 i t � (1) L z o u) w _N_ 00 ` - DATE 11/08/2013 LO N PA JOB No. 12 -2658 SHEET HORIZONTAL: 1 " =60' 0 E O _E LO . N. s OF 8 SHEETS 16 + -- 19 +68.32 + ® 1 +60.34 - 7 16 1 17 ' '��' ss 18 t tK � �s 19 a 20 -2 6 _._ - -&A T-T OA TT- co im 9 to in 9 CD .� EXISTING FENCE, 0 REMOVE ALONG FRONTAGE o 6 2� O' AND SALVAGE TO OWNER W �- >Q 04 z °z Z � M w � 41 42 ri 43 w 44 �► m + °+ + w r**. 00 00 O 0 w Q (9.1 }- w 0. (r , ;Q • Q 0. > w" z M Q 0 �- CD W a. • U w W z U (A W /"'"! W -H 00 w N N w N 00 41 re) coo 000 000 060 00 0000 coo � � too + ! + e� + Oo +�' °) c �- .. co �- co �t 90' BAY TAPER SEE TABLE "A" m m�� \-- -GRADE LINE SEE PLAN VIEW FOR STRUCTURAL SECTION 110' RIGHT -OF -WAY - -Z --//Z- GAS - 1 &2 B [L 20*_T_ 201-1 W� � <C 1- Q�'W � W W0 Qw WQ!W t� w U � N 00 0 N 7F 21 45 i IL Q m �.... �. Z V W 0 cr W CL 0 + o 04 w .T.S. OHE D U Q 0 Ll_f0u.01 Q - 117- -- 22 7 Innn- � f� I *cn EXISTING MAILBOX PROTECT IN PLACE EXISTING PILASTERS, PROTECT IN PLACE (TYP) 1-EXISTING RESIDENTIAL Q DRIVEWAY 0 0 m U I- _N_ An CONSTRUCT MIN. 0.50' TYPE 'A' A.C. PAVING OVER 1 "= 0' HORIZONTAL: 5 MIN. 0.50 CRUSHED CLASS II AGGREGATE BASE OVER MIN. 1.50 NAT. GRD. " ' T 95% MAX. DENSITY VERTICAL. 1 _ --2 COMPACTED 0 11 -9.5 R=54.0 _47.12= r 47.12' ON CURVE ON CURVE wK) LLJ U� 0!V0tto 0K) wcoo 0 �- !" m0 wCOm0 w'= O M � � � cq tt'� to N m to V <C 00 < f r m m + + Z � � N V Z w � 0 ..... 354 354.. � o m SOUThE0� �, OF PQ V'EyIENr PROPILZ` M -- .- ----. • . .352 .......... ....................... ............... ................. ......... . • • Y • • • • • i • • • • • • + • 3 • • • • • 6 ................. - o. z�� ........... ............. ............ .......... .................... . A . . 0.,259e /1 l�+V fZOKINE PRMLE 350 EXST/NG GROUND PROV IZE A T• �L OIL .E. . • .350 . (48-' SOUTH OF CENTERL/NE�1 i e • i._ .....e .-��- . : • • • • . • • • • • • • • • • • • . • • • • • s • • • • • • . • . • r . . . . • . . • . . . . . . • . . . . . • . . • • . . . . . . . . f • • . . . • . f . . . • • . . . . . . • . 16+00 17+00' 18+00 19+00 20+00 21+00 22+00 SOUTH FLOWLINE PROFILE 0- w x W a. w x -H w� 00-H Inn- ob 00 z r, + • W �- � � � ROADSIDE SIGN. dtPAVEMENT DELINEATION NOTES 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA /AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. _jw mQ_ 0� oy) zw L �- xw z Li U U 385' TRANSITION EXISTING DOUBLE YELLOW CENTER STRIPE TO REMAIN - r //----- ---7/r--- --- -//7--- --._ a z 0 m H -ell LL_ PAVEMENT DELINEATION LEGEN o t' o W o J OWL tea_ INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. � W cip in 1: u,cnww� A20A, A20B, AND A20D. NUMBER IN CD INDICATES DETAIL NO. w J o ,1,. Z �- z ON STANDARD PLAN. W = <z�0Wm�° ' -- LL INSTALL 12 WHITE LIMIT LINE AS SHOWN. z w w R o Q m z m z� CID wow w Q �. NY PAINT MEDIAN NOSE YELLOW. ��- F"'i- -�0�I=- > a 04 o w u) to t-- ,,,,�' INSTALL TYPE VI WHITE ARROW CENTERED IN LANE AS SHOWN. ®z �- t= 5 R , , , © -0 c9 loco m - m INSTALL "BIKE LANE" LEGEND AND ARROW AS SHOWN. a W � W o " m z o l°� U- Z83 L60 STOP INSTALL WHITE STOP LEGEND AS SHOWN z U �' _ w ) CD cc �wz ouCZ�z -moo W 1� _=Q2w�w�z� '� vc� 'C INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. < �- ? W o 0 o m U? wu- -z �o Q� WZOQ z �M z�oWo�Q °o0 lam- NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL < w }.. Q ,�,., ,� a. C� N cn VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. z o wz W W w o z Q uj o CID p�z� =pwc.3Q� N SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE 0. z � F- w > o'w p SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. o zw rU z o Z z ° � �zFUQV5 w LL u. u, o Ow- ww <, 'c') Z d cA =fit- QCU >�MC) � p Zp =UU=) W= ww as >� ;0 nr C X 0, w w w= w© m 0w>inm Q j�aLLgU. r» Wo�B��m ww00wz'c°n> -cam 0 w z D 0 C:l w M SI GN LEGEN D SIGN CODES EXISTING SIGN TO REMAIN. SNS -METRO " METRO STREET NAME SIGN INSTALL NEW 1 POST SIGN. R1 -1 " STOP SIGN R7 -9 N NO PARKING BIKE LANE INSTALL NEW 2 POST SIGN. L -1 N TYPE L -1 OBJECT MARKER INSTALL NEW SIGN ON EXISTING N(YEL) N TYPE N (YELLOW) MARKER STREET LIGHT STANDARD. R26 CA> NO PARKING ANYTIME RELOCATE EXISTING SIGN. R4 -7 N DIVIDED ROAD ° REMOVE EXISTING SIGN R6 -1(R) NONE WAY (RIGHT) (SALVAGE TO CONTRACTOR). NOTE: SIGN CODES ARE FEDERAL CODES I.1,1 U- UNLESS OTHERWISE INDICATED BY , CA (CA) ~ C } L w -�-- SIGN LOCATION INDICATES CALIFORNIA CODES. o z W. J 0 m as 385' TRANSITION w w uu EXISTING DOUBLE b c SNSw- -METRO R6 -1 R YELLOW CENTER `� n u TYPE N (YEL ° < STRIPE TO REMAIN o w a R4-7 0 cn TYPE N (YEL OW ER r _..._- .- ____ -- rte... -- --. -- zw - �=- z� uj NY � - "� M > C•3 39 LL R26 (CA 39 -- o ;� a w t on 2 L -1 p o STRIPING & SIGNAGE PLAN MEDIAN PLAN CONSTRUCTION NOTES AAINSTALL TYPE M MEDIAN CURB PER C.O.B. STD. DWG. ST -18 (ALONG SOUTH SIDE ONLY) g� INSTALL 6" AC DIKE (ALONG NORTH SIDE AND NOSE -BOTH ENDS) Q PAINT NOSE(S) YELLOW (BOTH ENDS) -N- HORIZONTAL: 1 " =50' m m An ,BLE ANGENT DELTA -- 180ro0'00„ 0 E to co 0 t 00 P%%Nm t co QD q � t 1 i t � (1) L z o u) w _N_ 00 ` - DATE 11/08/2013 LO N PA JOB No. 12 -2658 SHEET HORIZONTAL: 1 " =60' 0 E O _E LO . N. s OF 8 SHEETS m m�� \-- -GRADE LINE SEE PLAN VIEW FOR STRUCTURAL SECTION 110' RIGHT -OF -WAY - -Z --//Z- GAS - 1 &2 B [L 20*_T_ 201-1 W� � <C 1- Q�'W � W W0 Qw WQ!W t� w U � N 00 0 N 7F 21 45 i IL Q m �.... �. Z V W 0 cr W CL 0 + o 04 w .T.S. OHE D U Q 0 Ll_f0u.01 Q - 117- -- 22 7 Innn- � f� I *cn EXISTING MAILBOX PROTECT IN PLACE EXISTING PILASTERS, PROTECT IN PLACE (TYP) 1-EXISTING RESIDENTIAL Q DRIVEWAY 0 0 m U I- _N_ An CONSTRUCT MIN. 0.50' TYPE 'A' A.C. PAVING OVER 1 "= 0' HORIZONTAL: 5 MIN. 0.50 CRUSHED CLASS II AGGREGATE BASE OVER MIN. 1.50 NAT. GRD. " ' T 95% MAX. DENSITY VERTICAL. 1 _ --2 COMPACTED 0 11 -9.5 R=54.0 _47.12= r 47.12' ON CURVE ON CURVE wK) LLJ U� 0!V0tto 0K) wcoo 0 �- !" m0 wCOm0 w'= O M � � � cq tt'� to N m to V <C 00 < f r m m + + Z � � N V Z w � 0 ..... 354 354.. � o m SOUThE0� �, OF PQ V'EyIENr PROPILZ` M -- .- ----. • . .352 .......... ....................... ............... ................. ......... . • • Y • • • • • i • • • • • • + • 3 • • • • • 6 ................. - o. z�� ........... ............. ............ .......... .................... . A . . 0.,259e /1 l�+V fZOKINE PRMLE 350 EXST/NG GROUND PROV IZE A T• �L OIL .E. . • .350 . (48-' SOUTH OF CENTERL/NE�1 i e • i._ .....e .-��- . : • • • • . • • • • • • • • • • • • . • • • • • s • • • • • • . • . • r . . . . • . . • . . . . . . • . . . . . • . . • • . . . . . . . . f • • . . . • . f . . . • • . . . . . . • . 16+00 17+00' 18+00 19+00 20+00 21+00 22+00 SOUTH FLOWLINE PROFILE 0- w x W a. w x -H w� 00-H Inn- ob 00 z r, + • W �- � � � ROADSIDE SIGN. dtPAVEMENT DELINEATION NOTES 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA /AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. _jw mQ_ 0� oy) zw L �- xw z Li U U 385' TRANSITION EXISTING DOUBLE YELLOW CENTER STRIPE TO REMAIN - r //----- ---7/r--- --- -//7--- --._ a z 0 m H -ell LL_ PAVEMENT DELINEATION LEGEN o t' o W o J OWL tea_ INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. � W cip in 1: u,cnww� A20A, A20B, AND A20D. NUMBER IN CD INDICATES DETAIL NO. w J o ,1,. Z �- z ON STANDARD PLAN. W = <z�0Wm�° ' -- LL INSTALL 12 WHITE LIMIT LINE AS SHOWN. z w w R o Q m z m z� CID wow w Q �. NY PAINT MEDIAN NOSE YELLOW. ��- F"'i- -�0�I=- > a 04 o w u) to t-- ,,,,�' INSTALL TYPE VI WHITE ARROW CENTERED IN LANE AS SHOWN. ®z �- t= 5 R , , , © -0 c9 loco m - m INSTALL "BIKE LANE" LEGEND AND ARROW AS SHOWN. a W � W o " m z o l°� U- Z83 L60 STOP INSTALL WHITE STOP LEGEND AS SHOWN z U �' _ w ) CD cc �wz ouCZ�z -moo W 1� _=Q2w�w�z� '� vc� 'C INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. < �- ? W o 0 o m U? wu- -z �o Q� WZOQ z �M z�oWo�Q °o0 lam- NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL < w }.. Q ,�,., ,� a. C� N cn VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. z o wz W W w o z Q uj o CID p�z� =pwc.3Q� N SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE 0. z � F- w > o'w p SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. o zw rU z o Z z ° � �zFUQV5 w LL u. u, o Ow- ww <, 'c') Z d cA =fit- QCU >�MC) � p Zp =UU=) W= ww as >� ;0 nr C X 0, w w w= w© m 0w>inm Q j�aLLgU. r» Wo�B��m ww00wz'c°n> -cam 0 w z D 0 C:l w M SI GN LEGEN D SIGN CODES EXISTING SIGN TO REMAIN. SNS -METRO " METRO STREET NAME SIGN INSTALL NEW 1 POST SIGN. R1 -1 " STOP SIGN R7 -9 N NO PARKING BIKE LANE INSTALL NEW 2 POST SIGN. L -1 N TYPE L -1 OBJECT MARKER INSTALL NEW SIGN ON EXISTING N(YEL) N TYPE N (YELLOW) MARKER STREET LIGHT STANDARD. R26 CA> NO PARKING ANYTIME RELOCATE EXISTING SIGN. R4 -7 N DIVIDED ROAD ° REMOVE EXISTING SIGN R6 -1(R) NONE WAY (RIGHT) (SALVAGE TO CONTRACTOR). NOTE: SIGN CODES ARE FEDERAL CODES I.1,1 U- UNLESS OTHERWISE INDICATED BY , CA (CA) ~ C } L w -�-- SIGN LOCATION INDICATES CALIFORNIA CODES. o z W. J 0 m as 385' TRANSITION w w uu EXISTING DOUBLE b c SNSw- -METRO R6 -1 R YELLOW CENTER `� n u TYPE N (YEL ° < STRIPE TO REMAIN o w a R4-7 0 cn TYPE N (YEL OW ER r _..._- .- ____ -- rte... -- --. -- zw - �=- z� uj NY � - "� M > C•3 39 LL R26 (CA 39 -- o ;� a w t on 2 L -1 p o STRIPING & SIGNAGE PLAN MEDIAN PLAN CONSTRUCTION NOTES AAINSTALL TYPE M MEDIAN CURB PER C.O.B. STD. DWG. ST -18 (ALONG SOUTH SIDE ONLY) g� INSTALL 6" AC DIKE (ALONG NORTH SIDE AND NOSE -BOTH ENDS) Q PAINT NOSE(S) YELLOW (BOTH ENDS) -N- HORIZONTAL: 1 " =50' m m An ,BLE ANGENT DELTA -- 180ro0'00„ 0 E to co 0 t 00 P%%Nm t co QD q � t 1 i t � (1) L z o u) w _N_ 00 ` - DATE 11/08/2013 LO N PA JOB No. 12 -2658 SHEET HORIZONTAL: 1 " =60' 0 E O _E LO . N. s OF 8 SHEETS 7F 21 45 i IL Q m �.... �. Z V W 0 cr W CL 0 + o 04 w .T.S. OHE D U Q 0 Ll_f0u.01 Q - 117- -- 22 7 Innn- � f� I *cn EXISTING MAILBOX PROTECT IN PLACE EXISTING PILASTERS, PROTECT IN PLACE (TYP) 1-EXISTING RESIDENTIAL Q DRIVEWAY 0 0 m U I- _N_ An CONSTRUCT MIN. 0.50' TYPE 'A' A.C. PAVING OVER 1 "= 0' HORIZONTAL: 5 MIN. 0.50 CRUSHED CLASS II AGGREGATE BASE OVER MIN. 1.50 NAT. GRD. " ' T 95% MAX. DENSITY VERTICAL. 1 _ --2 COMPACTED 0 11 -9.5 R=54.0 _47.12= r 47.12' ON CURVE ON CURVE wK) LLJ U� 0!V0tto 0K) wcoo 0 �- !" m0 wCOm0 w'= O M � � � cq tt'� to N m to V <C 00 < f r m m + + Z � � N V Z w � 0 ..... 354 354.. � o m SOUThE0� �, OF PQ V'EyIENr PROPILZ` M -- .- ----. • . .352 .......... ....................... ............... ................. ......... . • • Y • • • • • i • • • • • • + • 3 • • • • • 6 ................. - o. z�� ........... ............. ............ .......... .................... . A . . 0.,259e /1 l�+V fZOKINE PRMLE 350 EXST/NG GROUND PROV IZE A T• �L OIL .E. . • .350 . (48-' SOUTH OF CENTERL/NE�1 i e • i._ .....e .-��- . : • • • • . • • • • • • • • • • • • . • • • • • s • • • • • • . • . • r . . . . • . . • . . . . . . • . . . . . • . . • • . . . . . . . . f • • . . . • . f . . . • • . . . . . . • . 16+00 17+00' 18+00 19+00 20+00 21+00 22+00 SOUTH FLOWLINE PROFILE 0- w x W a. w x -H w� 00-H Inn- ob 00 z r, + • W �- � � � ROADSIDE SIGN. dtPAVEMENT DELINEATION NOTES 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA /AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. _jw mQ_ 0� oy) zw L �- xw z Li U U 385' TRANSITION EXISTING DOUBLE YELLOW CENTER STRIPE TO REMAIN - r //----- ---7/r--- --- -//7--- --._ a z 0 m H -ell LL_ PAVEMENT DELINEATION LEGEN o t' o W o J OWL tea_ INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. � W cip in 1: u,cnww� A20A, A20B, AND A20D. NUMBER IN CD INDICATES DETAIL NO. w J o ,1,. Z �- z ON STANDARD PLAN. W = <z�0Wm�° ' -- LL INSTALL 12 WHITE LIMIT LINE AS SHOWN. z w w R o Q m z m z� CID wow w Q �. NY PAINT MEDIAN NOSE YELLOW. ��- F"'i- -�0�I=- > a 04 o w u) to t-- ,,,,�' INSTALL TYPE VI WHITE ARROW CENTERED IN LANE AS SHOWN. ®z �- t= 5 R , , , © -0 c9 loco m - m INSTALL "BIKE LANE" LEGEND AND ARROW AS SHOWN. a W � W o " m z o l°� U- Z83 L60 STOP INSTALL WHITE STOP LEGEND AS SHOWN z U �' _ w ) CD cc �wz ouCZ�z -moo W 1� _=Q2w�w�z� '� vc� 'C INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. < �- ? W o 0 o m U? wu- -z �o Q� WZOQ z �M z�oWo�Q °o0 lam- NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL < w }.. Q ,�,., ,� a. C� N cn VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. z o wz W W w o z Q uj o CID p�z� =pwc.3Q� N SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE 0. z � F- w > o'w p SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. o zw rU z o Z z ° � �zFUQV5 w LL u. u, o Ow- ww <, 'c') Z d cA =fit- QCU >�MC) � p Zp =UU=) W= ww as >� ;0 nr C X 0, w w w= w© m 0w>inm Q j�aLLgU. r» Wo�B��m ww00wz'c°n> -cam 0 w z D 0 C:l w M SI GN LEGEN D SIGN CODES EXISTING SIGN TO REMAIN. SNS -METRO " METRO STREET NAME SIGN INSTALL NEW 1 POST SIGN. R1 -1 " STOP SIGN R7 -9 N NO PARKING BIKE LANE INSTALL NEW 2 POST SIGN. L -1 N TYPE L -1 OBJECT MARKER INSTALL NEW SIGN ON EXISTING N(YEL) N TYPE N (YELLOW) MARKER STREET LIGHT STANDARD. R26 CA> NO PARKING ANYTIME RELOCATE EXISTING SIGN. R4 -7 N DIVIDED ROAD ° REMOVE EXISTING SIGN R6 -1(R) NONE WAY (RIGHT) (SALVAGE TO CONTRACTOR). NOTE: SIGN CODES ARE FEDERAL CODES I.1,1 U- UNLESS OTHERWISE INDICATED BY , CA (CA) ~ C } L w -�-- SIGN LOCATION INDICATES CALIFORNIA CODES. o z W. J 0 m as 385' TRANSITION w w uu EXISTING DOUBLE b c SNSw- -METRO R6 -1 R YELLOW CENTER `� n u TYPE N (YEL ° < STRIPE TO REMAIN o w a R4-7 0 cn TYPE N (YEL OW ER r _..._- .- ____ -- rte... -- --. -- zw - �=- z� uj NY � - "� M > C•3 39 LL R26 (CA 39 -- o ;� a w t on 2 L -1 p o STRIPING & SIGNAGE PLAN MEDIAN PLAN CONSTRUCTION NOTES AAINSTALL TYPE M MEDIAN CURB PER C.O.B. STD. DWG. ST -18 (ALONG SOUTH SIDE ONLY) g� INSTALL 6" AC DIKE (ALONG NORTH SIDE AND NOSE -BOTH ENDS) Q PAINT NOSE(S) YELLOW (BOTH ENDS) -N- HORIZONTAL: 1 " =50' m m An ,BLE ANGENT DELTA -- 180ro0'00„ 0 E to co 0 t 00 P%%Nm t co QD q � t 1 i t � (1) L z o u) w _N_ 00 ` - DATE 11/08/2013 LO N PA JOB No. 12 -2658 SHEET HORIZONTAL: 1 " =60' 0 E O _E LO . N. s OF 8 SHEETS 0 E to co 0 t 00 P%%Nm t co QD q � t 1 i t � (1) L z o u) w _N_ 00 ` - DATE 11/08/2013 LO N PA JOB No. 12 -2658 SHEET HORIZONTAL: 1 " =60' 0 E O _E LO . N. s OF 8 SHEETS � (1) L z o u) w _N_ 00 ` - DATE 11/08/2013 LO N PA JOB No. 12 -2658 SHEET HORIZONTAL: 1 " =60' 0 E O _E LO . N. s OF 8 SHEETS CONSTRUCTION NOTES _c> Q CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. M CONSTRUCT 4.5" WIDE. COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST-3. M CONSTRUCT WIDE CROSS-GUTTER PER C.O.B. STD. DWG. ST-17. (CONTRACTOR SHALL COMPACT AREA SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. UNDER CROSS-GUTTERS AND A MINIMUM OF 11 EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1' Q CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. M CONSTRUCT 22' WIDE STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST-4. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "Apt. ❑7 SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR EXISTING SURVEY MONUMENT PROTECT IN PLACE. TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. f -8-1 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400, MAX SPACING SEWER CLEAN OUT PER C.O.B. STD. T-34 (SEE SHEET 2). PULL BOXES NOT SHOWN. COORDINATE TRENCH STORM DRAIN MANHOLE LOCATION WITH JOINT TRENCH DRAWINGS. F9_1 RELOCATE ALL POWER POLES - COORDINATE WITH UTILITY OWNER. + INSTALL STREET NAME SIGN PER CITY STANDARDS. __V - INSTALL TRAFFIC SIGN PER CITY STANDARDS. - w-R1- -1 INSTALL Rl-1 STOP SIGN W/ STOP BAR. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. FL FLOWLINE STATIONING SFc�` �2 FF� FF� c c c r4 u r O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. _c> INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. PLAN VIEW FOR SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. ST-11 FOR SLOPE STRUCTURAL SECTION MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP 60' I R GHT-OF-WAY SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 20.00 20.00 INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. 57.56 SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. 06*2031" MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP 20.00 SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 96*20131" 0 EXISTING SURVEY MONUMENT PROTECT IN PLACE. 20.00 0 SEWER MANHOLE C6 CO SEWER CLEAN OUT 121.07 26*12`49" STORM DRAIN MANHOLE 54.98 35.00 EXISTING UTILITY POLE 90*00*00" C8 RIGHT-OF-WAY 35.00 6.94 22*2535" SEWER 197.70 84.00 202.06 STORM DRAIN C10 32.25 20.00 EXISTING EDGE OF PAVEMENT 92-23-*34" C11 EXISTING GAS MAIN 20.00 GAS GATT EXISTING OVERHEAD AT&T CABLE 281.75 OHE EXISTING OVERHEAD ELEC CABLE 33*37"52" RELOCATE ALL POWER POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. R/W 30' C/L 30' R/W VARIES li� - vARIES 0 10' 20' 20p 10' �i 7 1 --�•. 0 :7 �Zii -A WA N.T. c CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED CLASS 31 AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=54.0 HORIZONTAL: 1 " =50' VERTICAL-. 1"=2' CURVE TABLE CURVE 6" W/ TYPE "B" CURB & GUTTER 4.5 WIDE SIDEWALK GRADE LINE SEE SEE C. 0. B. STD. DWG. PLAN VIEW FOR COMPACT GUTTER AND UNDER CURB, SIDEWALK ST-11 FOR SLOPE STRUCTURAL SECTION (TYP.) 6"' MIN. TO 90% PARAMETERS 60' I R GHT-OF-WAY MAX. DENSITY. N.T. c CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED CLASS 31 AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=54.0 HORIZONTAL: 1 " =50' VERTICAL-. 1"=2' CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA cl 47.12 30.00 30.00 90*00*00" C2 31.42 20.00 20.00 90"00"00" C3 57.56 520-00 28.81 06*2031" C4 33.63 20.00 22.35 96*20131" C5 26.34 20.00 15.47 75*27$04" C6 237.91 520.00 121.07 26*12`49" C7 54.98 35.00 35.00 90*00*00" C8 13.70 35.00 6.94 22*2535" C9 197.70 84.00 202.06 134.51'.11 C10 32.25 20.00 20-85 92-23-*34" C11 33.07 20.00 21.73 94*44'19" C12 281.75 480.00 145.06 33*37"52" L C13 1 355.72 1 500.00 1 185.76 1 40*45"45" 1 o w F z m C) 0 C->j 14.5 4.5 TYP. I TYP. ��( V N 7' TYP. TYPICAL DRIVEWAY DIMENSIONS 54.98 ON CURVE 26.34' 33.63' 31.42' 31.42 47.12$ lx 0) ON CURVE ON CURVE Q(0 0 ON CURVE ON CURVE ON CURVE co w to �0CJN ON Lij m w m fl%- tou 00 u 000 n w Ld 0)m 0 0 U Q r%. 00 K) a) * O)w C6 0 Im * 04 n 0 0 1* * 00 0) 0 co Lo 0) 0) wo;mo w 0 m w ci tp *0) * LO In 0 + • 1* to LO EXISTING GROUND PROFIZ E A T CEN TZ-RZ INE- K) 00) rn I co n rn co rn co 0 LO +C4 + co to co co 1 0 1- 0 u Coco 0 c� + lw� r*--. qr� +. 0 00 + 0 cy _---_co + + VO- V"* to co + . . ... . . . • . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . .. . . .. �. 00 Go 0) . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . .. . . ... . LL. LL LL. LL. 350 "OV f Z OMUNE .0 - a •- - :350 . • • ............. ............. ......... • ......... ......... ........ ....... ... • .+0.00% 0* • +0.20% 350,21 20% .3 ...... ........................................... ......... +0.0.07.0... to, • ...... 4*75.. ....... ............... AL Y6 W fZ O#f INE PRML - - 349.33- +0* +0*20% *+0:20% ......... • 348• ............ I .... I . • . .- . - - - - 0 a ..*-. • *. • • • 348.87 • ..... ... :348 . . . . • • . . . • . . . . . . . . • • • . • . • . • • • CROSS-GUTrER . . • . . • • . • • • . • . • . • CROSS-GUTTE . . . ... • . ... . . ... • • ... . . ... . • ... . . ... . • ... . . ... . • ... • . ... . . ... . . . . • . ... • . ... • • ... . • ... . • ... . . ... . . ... . . ... . • ... . • ... . • ... • • • .. . • ... . 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 WEST FLOWLINE PROFILE 32.25' 1 33.0 0 V�w m um 0 ON CURVE] ON CURVE 47.12" C4 LO x 0 11 w 0 ON CURVE m 0 w C4 w 1***- 0 0 110 LO -1 CL CL r*-,.. w 0 QD nQ CO 0 0 0 CD in 00 w c6 m 00* 00w o6 010 0 K) q* cb m C5 w M 7 0 0 n 0 rl%. 0() K) (OQ fw,4% n 0 D dw) 0 n cow K) LO LO q* 0; f )_(15T,1N0 GROUND 1:11,?OFIZE AT CENTERZ to - K) co 0 0 +0 co n LO +o6 0 + 00 00 0 n 00 nr'.' co 00 00 + + 00 0 *4 + • . • . ... • . ... . • ... • • ... • . ... . . ... • • ... A-p 0) ... • • U. / . ... . . DE26) V R OWNE PR ORL f 350: ...... • • • . ................. ................................... ................. ..... .. ........ 350 +0.32% • • ... . . ... • • ... • . . . . . • • . ... . . ... . • • . . . ... • • . • • . ... . . . • + MY6W ROKINE AWRM • +O.00X- 348,60 • . 348: . . . . . . . . . ... • . . ... . . ... . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '34:8*li * + - +0.61% :348 +0,20X +0.25X +0.25X -GUTTER • . . . ... . . •.• . . •.. . . ... . CROSS - GUTTER . ... . . ... . • ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . .. . ... . . ... . . ... . . .. . . ... . . ... . . ... . . ... . . ... . . . . . . ... . . ... . . ... ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . . • 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 EAST FLOWLINE P ROFILE N.T.S. 4-j 4-1 0 E 00 0 Q'i 6i C\i L u� L w w 0 CD z w w 2 w u cn > W I— w U- w 0 w a- IkEER o Go 0 cn 0. cn 3 M > 0 0, Ucov �An • LL_ UL 0 a: LL' 0 0 Lu 0 °0-z ©Lu z crj LLJ Lu: [L- LLJ W Ui W m W pf a LLJ z 3: >- 0 0_ 0 L U M 0 z 0 �z - Lmu 0 (1) Z LLJ 2: < 0 Lllul� m (zj) co U) (j) LL 'OL) Z --I CIO C'j F_ 0 Lu W 0 0m, Z Lu cy) 1 1 0 m ui 0') LO z ui w a: 3: -1 co 3: zc_9 < w W LL CC) F� T C) 2 ~F"F� Lzu ui -� o! w C 1) 'n's 0, Loz Q -� I z l< > 'Fu w a. z -0 ZO 0 Ix Z z Lu z ui co (c) 0 a) x m (6 (� < c) C6 LLJ Lu z 0 z z Z 06 < U) U- CLUL 2 om 3:: 0 0 cl) 0 0 00- C0 �� m z ca Lz z C! L.0 z< F- 0 0 <t z LL 5 LLJ Lu Q) cy) (1) 0 Uj LL uj m Q °O 0 ui rl� 06 z U) C'q 0 > - z uU-)j L-L ii g >< 6 CO Z MF- 2 0 CC 0 0 ¢W ~ ww C-4 CD C6 CL 0 �_L Oa-. 'Q��[tr 2 Wz Uj -wT- 0 Lu Z< < z C) (0 W c Z > Lu 0 0 cn '0 UJ 0 z Z �J � 0 'z < 2 LLt Z W uz w w 0 UCoQ z E CL U13 z Z LL Lu<Lu 0'us CIO wt > 0- m J) W u i D 1 � 0< 0 mw0u WMWW- Z _j W6 �3: __j Lu Lij 0 0 c 1) LWL i a: D < 0 w wz O� LL < WO W 90X: m 0 r co w LL- z P w 0 w ww as c 0 > z m > g LL 0 w 0 2 3 2 2 R , w w * co -co Lu W ic) :r!LJ_ Q�:r 0 w z D �_ I— a d: F__ 0 a w < 2 o w F z m C) 0 C->j 14.5 4.5 TYP. I TYP. ��( V N 7' TYP. TYPICAL DRIVEWAY DIMENSIONS 54.98 ON CURVE 26.34' 33.63' 31.42' 31.42 47.12$ lx 0) ON CURVE ON CURVE Q(0 0 ON CURVE ON CURVE ON CURVE co w to �0CJN ON Lij m w m fl%- tou 00 u 000 n w Ld 0)m 0 0 U Q r%. 00 K) a) * O)w C6 0 Im * 04 n 0 0 1* * 00 0) 0 co Lo 0) 0) wo;mo w 0 m w ci tp *0) * LO In 0 + • 1* to LO EXISTING GROUND PROFIZ E A T CEN TZ-RZ INE- K) 00) rn I co n rn co rn co 0 LO +C4 + co to co co 1 0 1- 0 u Coco 0 c� + lw� r*--. qr� +. 0 00 + 0 cy _---_co + + VO- V"* to co + . . ... . . . • . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . .. . . .. �. 00 Go 0) . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . .. . . ... . LL. LL LL. LL. 350 "OV f Z OMUNE .0 - a •- - :350 . • • ............. ............. ......... • ......... ......... ........ ....... ... • .+0.00% 0* • +0.20% 350,21 20% .3 ...... ........................................... ......... +0.0.07.0... to, • ...... 4*75.. ....... ............... AL Y6 W fZ O#f INE PRML - - 349.33- +0* +0*20% *+0:20% ......... • 348• ............ I .... I . • . .- . - - - - 0 a ..*-. • *. • • • 348.87 • ..... ... :348 . . . . • • . . . • . . . . . . . . • • • . • . • . • • • CROSS-GUTrER . . • . . • • . • • • . • . • . • CROSS-GUTTE . . . ... • . ... . . ... • • ... . . ... . • ... . . ... . • ... . . ... . • ... • . ... . . ... . . . . • . ... • . ... • • ... . • ... . • ... . . ... . . ... . . ... . • ... . • ... . • ... • • • .. . • ... . 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 WEST FLOWLINE PROFILE 32.25' 1 33.0 0 V�w m um 0 ON CURVE] ON CURVE 47.12" C4 LO x 0 11 w 0 ON CURVE m 0 w C4 w 1***- 0 0 110 LO -1 CL CL r*-,.. w 0 QD nQ CO 0 0 0 CD in 00 w c6 m 00* 00w o6 010 0 K) q* cb m C5 w M 7 0 0 n 0 rl%. 0() K) (OQ fw,4% n 0 D dw) 0 n cow K) LO LO q* 0; f )_(15T,1N0 GROUND 1:11,?OFIZE AT CENTERZ to - K) co 0 0 +0 co n LO +o6 0 + 00 00 0 n 00 nr'.' co 00 00 + + 00 0 *4 + • . • . ... • . ... . • ... • • ... • . ... . . ... • • ... A-p 0) ... • • U. / . ... . . DE26) V R OWNE PR ORL f 350: ...... • • • . ................. ................................... ................. ..... .. ........ 350 +0.32% • • ... . . ... • • ... • . . . . . • • . ... . . ... . • • . . . ... • • . • • . ... . . . • + MY6W ROKINE AWRM • +O.00X- 348,60 • . 348: . . . . . . . . . ... • . . ... . . ... . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '34:8*li * + - +0.61% :348 +0,20X +0.25X +0.25X -GUTTER • . . . ... . . •.• . . •.. . . ... . CROSS - GUTTER . ... . . ... . • ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . .. . ... . . ... . . ... . . .. . . ... . . ... . . ... . . ... . . ... . . . . . . ... . . ... . . ... ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . . • 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 EAST FLOWLINE P ROFILE N.T.S. 4-j 4-1 0 E 00 0 Q'i 6i C\i L u� L w w 0 CD z w w 2 w u cn > W I— w U- w 0 w a- IkEER o Go 0 cn 0. cn 3 M > 0 0, Ucov �An • • 11/08/2013 12-2656 0 E u') tss OF 8 SHEETS F- U) (0 (1) Z 0 Zt > Lu F- (n (0 DATE PA JOB No. SHEET • 11/08/2013 12-2656 0 E u') tss OF 8 SHEETS CONSTRUCTION NOTES _c> M CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. M CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST-3. M CONSTRUCT WIDE CROSS-GUTTER PER C.O.B. STD. DWG. ST-17. (CONTRACTOR SHALL COMPACT AREA SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. UNDER CROSS-GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1, FA] CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. E5] CONSTRUCT 22' WIDE STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST-4. a] CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE ))A*$. M SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR 0 TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. r8fl CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400) MAX SPACING 0 PER C.O.B. STD. T-34 (SEE SHEET 2). PULL BOXES NOT SHOWN. COORDINATE TRENCH O LOCATION WITH JOINT TRENCH DRAWINGS. F9_1 RELOCATE ALL POWER POLES - COORDINATE WITH UTILITY OWNER. + INSTALL STREET NAME SIGN PER CITY STANDARDS. INSTALL TRAFFIC SIGN PER CITY STANDARDS. --c-Rl - 1 INSTALL Rl-1 STOP SIGN W/ STOP BAR. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. FL FLOWLINE STATIONING O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. _c> INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. 31.42' CURVE ON SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. 20.00 MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP 00) X SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. m 0 14.40 INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. 201.08 SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. 274*18*46" MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP * w 0 Lo SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. Ld 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 04 04 0 # G SEWER MANHOLE C*4 0 SEWER CLEAN OUT 0 �'-" O STORM DRAIN MANHOLE 1*%. PI 04 04 cob EXISTING UTILITY POLE W z rzi) czn 2 1m-- oz w ow . Lij 04 Lo SEWER EX /STING TING 6ROUND PROFILE C*4 to + + STORM DRAIN + w <t = F- 0) EXISTING EDGE OF PAVEMENT + + EXISTING GAS MAIN A T CEN TERZ INE GAS OATT EXISTING OVERHEAD AT&T CABLE OHE EXISTING OVERHEAD ELEC CABLE . . RELOCATE ALL POWER POLES COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED CLASS I[ AGGREGATE BASE OVER MIN. 1,00" NAT. GRD. COMPACTED TO 959 MAX. DENSITY 11=4.5 R=54.0 0 0 LENGTH RADIUS TANGENT 31.42' CURVE ON Cl 31.42 20.00 11 Z CL 00) X w Lo 0 m 0 14.40 47'*09*23" w 201.08 42.00 11 11 274*18*46" cr) w 00 CL * w 0 Lo w 0 Ld m T.-P) 0 W_ Lo 04 04 0 # 15.47 n 0)+ OD C*4 0 ` 0 �'-" 0 w < �_ cl) z 10 z0wW_w L Cic z L Zz W> () < 1*%. PI 04 04 WCL CWL w 0 z 0 o 0 0) 00 qtqr- W z rzi) czn 2 1m-- oz w ow . Lij 04 Lo + + 0)0) EX /STING TING 6ROUND PROFILE C*4 to + + 0 cf) m LL z + w <t = F- 0) uw Ca of u'i w czj): L4 !2 LLJ < 0 w D!;E 5 + + 0 0 A T CEN TERZ INE + wwo owz >_ z 3r. V) 352 LL. LL. . . co 0 IrIIIIIIIII' A •/I - C- •EN TERi INF - w •352 LL + L.Lj • < 41 42 oi 43 44 W °� ...... 0 z ...... ........... to + + 350 • ll(-)16Vj- R I • 15X 0, 35g ..... *0 .*o 0 4 0 ..... Z) 0 . . . •350 o -, DESM. R OK INE ............. ........... • ...... 1- 20 20, +1 _ 4 6 .348 9+00 10+00 11+00 12+00 350 NORTH FLOWLINE PROFILE Ei] TYP -, ............ • ... 0 0 IDENTICAL POINT 31o42' ON CURVE tt cl L cl: 0 0 m 10+00.0 IA 0uuLAv__N Pf fs� . • • . . • . . . 0 w Lo 0 • N 9 W, fZ 0#1 INE P�P� r m Tomm, co co & 3 FL 9+27-29 6296 00 0 n 0) 10 1 Lo I - CN + '� P-4 C4 � Lo n 1 s 47 26.34' ION CURVE Ii a- + + m 0 A T CENTERLINE TERZ INE + * 000 352 . . . 0 ... . . ... . . ... . TT 0, co 4m W) 0 .. . . .. . . . im Lo cr) H I N cl o* co o; 5 TYP 350 -6-42X 0* 4:lMo C4 . • • • • • • • • • • • • :350 0 IVIIIIIIIIIIII` 48 ............. .... . .... � 352 0) Lo Lo Or IrIIIIIIII` 11 L 20 v .20 ILE "M ROHfINE . . . . . • • • • • • • ... • • ... • • • 0.54y. ' f • • ... f • • • 40 00 39 coo' 38 .4 n 37 .348 9+00 . 10+00 11+00 12+00 + + SOUTH FLOWLINE fJ PROFILE 0. • • • • . • • • • • • . • • • • • • n 0 00 W Q m . • . . • • C4 o m to + 0 tot 350. -N- ............................ ......... 350 0 -j 00 U. *mom 0,4 0 • HORIZONTAL: 1"=50' M" fZ0#f A E pIAFIt o -0.3 ' 348 . ........................................................................ VERTICAL: 1"=2' CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED CLASS I[ AGGREGATE BASE OVER MIN. 1,00" NAT. GRD. COMPACTED TO 959 MAX. DENSITY 11=4.5 R=54.0 R/W 26' C/L 26' R/W " 6 TYPE "B" CURB & GUTTER W/ 4.5 WIDE SIDEWALK GRADE LINE SEE PLAN VIEW FOR COMPACT UNDER CURB, SEE C.O.B. STD. DWG. STRUCTURAL SECTION GUTTER AND SIDEWALK ST-11 FOR SLOPE (TYP.) 6*' MIN. TO 90% PARAMETERS - 52' RIGHT -- CF-- WAY MAX. DENSITY. 0 0 CL tt Z V, me, 04 cs cq cs +4 mal %I ri_rl z :3 0 m U Fr FL 9+27.2 4 Y W w cr qq- F- W wQS w (n LLJ W w V) I CURVE TABLE U 0 0. LENGTH RADIUS TANGENT 31.42' CURVE ON Cl 31.42 20.00 11 Z a- 00) X w Lo 0 m 0 14.40 47'*09*23" C4 0 201.08 42.00 38.95 274*18*46" C4 CL * w 0 Lo 0) 96*20131" m T.-P) 0 W_ Lo 0 Lo 0) 15.47 75*27104" C*4 0 ��,,� * , Lo 0 w < �_ cl) z 10 z0wW_w L Cic z L Zz W> () < L o WCL CWL w 0 z 0 o 0 04 W z rzi) czn 2 1m-- oz w ow _ z 352 . . 0 0 IrIIIIIIIII' A •/I - C- •EN TERi INF - VIIIIIIIIII` •352 • .352 ...... ...... ........... • 350 • ........... •.• • 15X 0, 35g ..... *0 .*o 0 4 0 ..... ........ 0 .�-0-2=o . . . •350 -, DESM. R OK INE ............. ........... • ...... • 348 ..................................................................... .348 9+00 10+00 11+00 12+00 350 NORTH FLOWLINE PROFILE ............ • ... 0 0 IDENTICAL POINT 31o42' ON CURVE tt L cl: 0 0 m C4 VLo . • . ... • • . 0) C44 . • • . . • . . . 0 w Lo 0 • N 9 W, fZ 0#1 INE P�P� r m Tomm, 0) w * 0) ... ............................... 00 0 n 0) 10 10+00 U-) CN + Lo P-4 C4 * Lo Lo n EXISTING GROUND PROFILE co 26.34' ION CURVE Ii a- + + m 0 A T CENTERLINE TERZ INE + * 000 352 . . . 0 ... . . ... . . ... . TT 0, co 4m W) 0 .. . . .. . . . im Lo cr) 0) w rn .352 o* co o; • 350 -6-42X 0* 4:lMo C4 . • • • • • • • • • • • • :350 0 IVIIIIIIIIIIII` ............. .... . .... � 352 0) + 0 Or IrIIIIIIII` ILE "M ROHfINE . . . . . • • • • • • • ... • • ... • • • 0.54y. ' f • • ... f • • • . 348. ................... . . . . . .. .................. . . . . . . . . ....... • .348 9+00 . 10+00 11+00 12+00 SOUTH FLOWLINE fJ PROFILE R/W 26' C/L 26' R/W " 6 TYPE "B" CURB & GUTTER W/ 4.5 WIDE SIDEWALK GRADE LINE SEE PLAN VIEW FOR COMPACT UNDER CURB, SEE C.O.B. STD. DWG. STRUCTURAL SECTION GUTTER AND SIDEWALK ST-11 FOR SLOPE (TYP.) 6*' MIN. TO 90% PARAMETERS - 52' RIGHT -- CF-- WAY MAX. DENSITY. 0 0 CL tt Z V, me, 04 cs cq cs +4 mal %I ri_rl z :3 0 m U Fr FL 9+27.2 4 Y W w cr qq- F- W wQS w (n LLJ W w V) I CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl 31.42 20.00 20.00 90*00"00" C2 27.16 33.00 14.40 47'*09*23" C3_ 201.08 42.00 38.95 274*18*46" C4 33.63 20.00 22.35 96*20131" C5 26.34 20.00 15.47 75*27104" Ld Z _j F- 0 0 0 0i c4i 14.5114.5' TYP. I TYP. ij. [--o--7' TYP. TYPICAL DRIVEWAY DIMENSIONS 51 CARRIAGE CREEK COURT CONSTRUCT MIN. 0,20' TYPE "B" A.C. PAVING OVER MIN. 0.40" CRUSHED CLASS 31 AGGREGATE BASE OVER MIN. 1.00" NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=54.0 -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' 0 0 Uj U_ 50 w 0 cn td COL W F_ pppJ z wo wu- Q 33.63' ON CURVE ~f -�Z�� wJZ� < Z W w w x: < z 'p') 0 W MY 0. 11 Z CL 0 wa mw wo 2LL w 0 DATE 11/08/2013 K) ¢°'0� °w ) cj) o w 9 Nt� 0 0 CL to CD 0 '1 n 0)(0 # V-- * c Z J) M . *q* 0) Lij 0) (1) ce) w (1) C) ui W IJL o w * C-4 o 00 0 * , Lo 0 * w < �_ cl) z 10 z0wW_w L Cic z L Zz W> () < 0) WCL CWL w 0 z 0 o 0 04 W z rzi) czn 2 1m-- oz w ow _ z . . ... . . ... . . ... . . A •/I - C- •EN TERi INF - •352 ...... ........... • ............ .................. 350 ........ ............ • ... ...... -350 . • . ... • • . • . • . • . . • . . 0 . • 2ox. . • • . . • . . . • N 9 W, fZ 0#1 INE P�P� r 348 ....... ... ............................... .348 9+00 10+00 11+00 12+00 NORTH FLOWLINE PROFILE 0 0. 26.34' ION CURVE Ii a- 0 IDENTICAL POINT w to 0 (0. w m 0 VQ * 000 0) C14 (0 0 CL to co 4m W) 0 T-- Lo im Lo cr) 0) w rn o6 o* co o; • C4 + 0 C4 + n 0 IVIIIIIIIIIIII` 352 0) + 0 Or IrIIIIIIII` EXISTING GROUND PROFILE + cq 352 Lai . . . . . . . ... . . ... . . . . ... . . ... . . AT CENTE-12ZINE - - - - *7"1 fJ • • • • . • • • • • • . • • • • • • . • . . • 350. ............................ ......... 350 0 *mom 0,4 0 • M" fZ0#f A E pIAFIt o -0.3 ' 348 . ........................................................................ .348 9+00 10+00 11+00 12+00 SOUTH FLOWLINE PROFILE -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' -1-i 4-A 0 E co 0 CIO (D c\I 11-11, c" cn (D Lo to C 0 E 0 E 11I (.0 Lo (o CN C\i N LL w w 0 Z 0 n i 0 . m z Z w w 2 w 0 W > w w 0 LL ER cn m W ; U o�y � � "NNW 7 • �G 00 co z Uj U_ 50 w 0 cn td COL W F_ pppJ z wo wu- Q zi ~f -�Z�� wJZ� < Z W w w x: < z 'p') 0 W MY U) w > Cj) LL. 0 zl w Cy) z 0) u') ww cl) w I,-- z w 00 mw wo 2LL w 0 DATE 11/08/2013 > �L. ¢°'0� °w ) cj) o w 9 zz� L o°z >w W 0 -Il CL 0 W y cw3 5 0 < M zw w , w C6 T Z cla U) 0 0000 5-1 0 a- d mw w c Z J) > w wo c" W. 3< w CII .I cr) 00 < t-- X� cn oz zo uw- 2Kw22i=m (1) ce) w (1) C) ui W IJL o w OZ5 z CD 04 o CIO z < w 0 C%4 w < �_ cl) z 10 z0wW_w L Cic z L Zz W> () < z 0 LLJ a WCL CWL w 0 z 0 o 0 04 W z rzi) czn 2 1m-- oz w ow z <' o" ouj 0 cf) m LL z z aof uw Ca of u'i w czj): L4 !2 LLJ < 0 w D!;E 5 F- ,a S 2 T R WW o qW w m § 0, wwo owz >_ z -1-i 4-A 0 E co 0 CIO (D c\I 11-11, c" cn (D Lo to C 0 E 0 E 11I (.0 Lo (o CN C\i N LL w w 0 Z 0 n i 0 . m z Z w w 2 w 0 W > w w 0 LL ER cn m W ; U o�y � � "NNW 7 • �G 00 co z 0 w cc DATE 11/08/2013 PA JOB No. 12-2656 SHEET OF 8 SHEETS CONSTRUCTION NOTES M CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. Q CONSTRUCT 4.5" WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST-3. M CONSTRUCT WIDE CROSS-GUTTER PER C.O.B. STD. DWG. ST-17. (CONTRACTOR SHALL COMPACT AREA + UNDER CROSS-GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 11 ED CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. M CONSTRUCT 22' WIDE STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST-4. EE CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". M SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR 0 ir TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. RE CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING ad. W W D F- 0 I w 6 Z < 2 6 W WCL PER C.O.B. STD. T-34 (SEE SHEET 2). PULL BOXES NOT SHOWN. COORDINATE TRENCH 0 0 LOCATION WITH JOINT TRENCH DRAWINGS. F9_1 RELOCATE ALL POWER POLES - COORDINATE WITH UTILITY OWNER. INSTALL STREET NAME SIGN PER CITY STANDARDS. --cr- INSTALL TRAFFIC SIGN PER CITY STANDARDS. --u-Rl -1 INSTALL Rl-1 STOP SIGN W/ STOP BAR. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. FL FLOWLINE STATIONING >- p w 0 cr. MW m LO 0 0 cl. + 0 to co Z LO 0 + w 65 'V2 ' RL� INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN ra WITH OM4-3 MARKER. BARRICADE IS TO-G-0-TO7 FLOWLINE TO FLOWLINE. GAS GAS 0 wl CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. Q ~ tf) Lj W to INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 W i > to :r + LUMINARIES. Ljw(n VOOO MODELS INCLUDE HOLOLPHANE LVUII SERIES, LEO TEK GCI SERIES, O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. N co INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. to SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. BOUNDARY. DOC. # MODELS INCLUDE HOLOLPHANE LVUII SERIES, LEO TEK GCI SERIES, CREE XSP + -SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. n 0 0 IVIIIIIIIIII` INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. Z m w SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. um MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCl SERIES, CREE XSP w a. 0 SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 0 ir 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. co co 0 SEWER MANHOLE ad. W W D F- 0 I w 6 Z < 2 6 W WCL © SEWER CLEANOUT 0 0 0 STORM DRAIN -MANHOLE W + cob EXISTING UTILITY POLE r MEMO RIGHT-OF-WAY 310 8 01-- c " (nq SEWER w z ? ° >°° < Ct w 1L F- STORM DRAIN m a t6m L6 to LO ui M LO LO �- FX - 0 0- F- 0 0 < W EXISTING EDGE OF PAVEMENT GAS EXISTING GAS MAIN 00 GATT EXISTING OVERHEAD AT&T CABLE co OHE EXISTING OVERHEAD ELEC CABLE to 0 RELOCATE ALL POWER POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. z® 50' BUILDING SETBACK LINE CL UJ FROM PG&E GAS MAIN R/W t C/L f R/W 1 0 1 0 1 no Z z CL 0 .j ow co co 0 50' BUILDING SETBACK LINE 0-10 . 0 FROM PG&E GAS MAIN + (0 to to v"P 0 to 2 Lo M to w 0 to .. 1 61 1 1 .0 3: 2 oo 3 0 4 6 5 6 6 0 7 is 8 04 9 10 11 L6 12 :t2120.1 04 00 0 to OD 0 V_ c+4 n 00 6 YR- 5 r 12961 t 12 T_ 0) (6 00 I- N.T.S. 13 HIM imcol 0. re) + N co U. cl>l 0&, nool -4 r-/ , I 1 ■E� FA all I 14 15 16 18 19 7 . .... add GAS - GAS GAS AS GAS GAS GAS GAS - GAS - GAS GAS GAS GAS GAS GA GA GAS GAS GAS GAS GAS GAS GAS GA 11+00.65 14+169.75 19+92,381 1 1 & 2 =-/I & D3 Npill c NOTE: STREET EASEMENT TO THE CITY OF m co * N co RADIUS BAKERSFIELD FOR IMPROVEMENTS OUTSIDE TRACT to cl *n BOUNDARY. DOC. # 20-00 4, + 00 + 31.42 n 0 0 IVIIIIIIIIII` z +IIIIIIIIIIIII0 0).i Z m w 35.00 z um C4 C6 c3 w a. 0 HORIZONTAL: 1"=50'p 0 ir j W 0 co co a. 0 to 0- ad. W W D F- 0 I w 6 Z < 2 6 W WCL to z 0 0 to + W + + VIIIIIIIIII, r*%. to to QOK) K) rl*-- q*c4 r r in 1- 310 4mm" I Typ RC TYP (� ¢ o to n Ln 1 20 1 to LO o o 0 r C40 CIIIIIIIi 1* r%- 0 00 64 00 + 63 62 61 21 20 19 18 17 16 15 + + + + + + + + C4 to to rl*. r*-. 00 + w 50 BUILDING SETBACK LINE W 50' BUILDING SETBACK LINE FROM PG&E GAS MAIN W 1.1 FROM PG&E GAS MAIN 0. 0 0 >- w co ¢= to r*l%. a w 0 a W 0) + o w C4 r � � CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.409 CRUSHED CLASS I[ AGGREGATE BASE OVER MIN. 1.001 NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=54.0 0 a. 11 W 11 Z I CID co N C4 LL. LL. b ti0i ti- CURVE TABLE m co * N co RADIUS 000 to cl *n 0 20-00 4, + 00 + 31.42 n 0 0 IVIIIIIIIIII` 90'*00*07" +IIIIIIIIIIIII0 0).i j 35.00 V-u. um C4 197.06 42.00 HORIZONTAL: 1"=50'p 268"49'50" VERTICAL: 1"=29 31.42 20.00 0 a. 11 W 11 Z I CID co N C4 LL. LL. b ti0i ti- CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA cl 31.42 20.00 20-00 89'059'253" C2 31.42 20-00 20.00 90'*00*07" C3 27.13 35.00 14.29 44*24'55" C4 197.06 42.00 42.87 268"49'50" C5 31.42 20.00 1 20.00 901,00*00" 0 U- u- UL pQ�4 w0 z ca- z I) uj ULJ ZO Lu C, LL c 0) c a LmL i (zl) L� 2u u J OF- 0 m Q_ w 0 1- ILL z w - w �� z a- z Ix 0 w m z 0 Lu m cl V) crj O� cl) 7- L F_ 0 0 z w z w 0'f &' . - c� 9 3_" 29 FMX LLJ W m w m �_ 3: _j < 0 Lu :% wz 2 (w ) § U- 20" WIDE SEWER & STORM DRAIN EASEMENT TO BE DEDICATED ON FINAL MAP _T GAS ---- -- GAS 50" WIDE PG&E GAS MAIN EASEMENT 14 NOTE: CONTRACTOR SHALL CONTACT PG&E. AND COORDINATE CONSTRUCTION OF ANY AND ALL UTILITIES CROSSING OVER OR UNDER EXISTING 34" GAS MAIN, AT LEAST 48 HOURS BEFORE STARTING CONSTRUCTION. NOTE: ALL UTILITIES CROSSING (OVER OR UNDER) EXISTING 34" GAS MAIN SHALL HAVE A MINIMUM OF 12° CLEAR. E: Z� 0z Lzu c1f) LLJ CC /L)j c) LLj 00 am. m z Z 0 W Z LLJ w <L60,dU -00� � 0 c/) ',Lj w La'! z 4 F- >- 0 cwL om OZ K 0 0 co 2:) 0 a- (ZD Fn �w Lu Lu >_ w ui > 0 czn 3: Cl) W M 0 0 w <z F- 2O 0 3: z Li- (-4J (-4J ic z cui 0 0 LLJ LLJ LL - m w 2 E --j III a OWN a a ww Z TYP. TYP. Z �O 0. a- w z 0 < zO W. m 0 <Z w z m 0 0 !,,,0a_f w822 7' TYP. w < g ' 0 w t zwzcncnwo L. z w TYPICAL DRIVEWAY DIMENSIONS zz Z5 K 2; cwo Cc Lu § W:� 0 Lu 0 0 W U- cn < 0 w cn 0 ad. W W D F- 0 I w 6 Z < 2 6 W WCL N.T.S. < _j 8 t z --I W> 0 w 'w, 2_awT5w=)6< >_ r*__ w to w 0) w 0) X LO w 00 CD 0 Pk% 0 r-*, 00) * Lij Lu Z F- r r*%. to to QOK) K) rl*-- q*c4 < 0 ZC0 w 0 of u, aw, _Lu w cas uj 0 m w cw, 2 zw �! c m c=nl 8 01-- c " (nq w z ? ° >°° < Ct w 1L F- uj Ui cr) 0 W OZ In >_ cri m - (r_ = w z m a t6m L6 to LO ui M LO LO �- FX - 0 0- F- 0 0 < W 20" WIDE SEWER & STORM DRAIN EASEMENT TO BE DEDICATED ON FINAL MAP _T GAS ---- -- GAS 50" WIDE PG&E GAS MAIN EASEMENT 14 NOTE: CONTRACTOR SHALL CONTACT PG&E. AND COORDINATE CONSTRUCTION OF ANY AND ALL UTILITIES CROSSING OVER OR UNDER EXISTING 34" GAS MAIN, AT LEAST 48 HOURS BEFORE STARTING CONSTRUCTION. NOTE: ALL UTILITIES CROSSING (OVER OR UNDER) EXISTING 34" GAS MAIN SHALL HAVE A MINIMUM OF 12° CLEAR. NORTHEAST FLOWLINE PROFILE -1-i 4-1 0 E co 0 ci z U) 0 0 (y) cy) Z cr) u') (0 oti C:) <W > cl? C) m C.0 (1) X 0 C16 t= < L_ U- U) 0 ca U) Z m N Q W �� CD (1) cy) W (1) 0 Liu W C'4 z (y) (0 z co Lu 04 ry 0 cr_ ui 0 CL 0 lui cl� c� ll� cle Liu Lli Z j 0 z W w 1— c0 `> w 0 31 LL 0 < w < 0- 0 Q. mo"Q'0� I,o �\*ER * ,00 r, EE R�bs 00 k 4 pry 4 W ; U m w few 0 GI C� 1• • Q> V) (0 LO Z (0 0 > 3: w F- V) DATE 11/08/2013 N PA JOB No. 12-2656 VI SHEET E 0 E LO OF 8 SHEETS 0 0 0. 31.42* 1 31.429 1 ON -CURVE I ON CURVE I 50" VERTICAL CUR 0 CD 0 w to 11 CL Z X >_ r*__ w to w 0) w 0) X LO w 00 CD 0 Pk% 0 r-*, 00) * Lij Lu r*%. to to QOK) K) rl*-- q*c4 0-c6 cq r) �m m a t6m L6 to LO ui M LO LO M r*_lI ci FLO 1-1: P�r**." LO q* CL LO m ** 00 to u") co to 0 EXISTING GROUND PROFILE K) +0 U.) U-) + n 0) to + + 0 0 0 14- A T CENTERLINE TERZ INE *'* *r•. 0 j 04 r*-". 0 04 f5 + + 0 VIIIIIII00 + + * co oa V co . . . . . . . . . . . . o . . . . . . • • • • • • • • • • • • • • 0 to • . . . .... *_._* . . . • • . • • . • I . w2a 0 • • 0 to 0. 0. + 1�701,13 Oil ro 3 48 , .................. + ....... ......................................... ....... . ............. ..................... • 1, .................................... '34� ------- +0.25% ROAM M&W ............ .......... ............................. ........ ... • ..... ....................... • ................. • ....... • ...... • ......... • ....... • ............. 0 346•....... * ... ..* ... * ... .................... ................ ................................................................................... ...................... 346 .alt : 0. i% RONf hAf. A%RLE ........................... .................. .................... ............... ........................... ................. ............ ................................. IDENTICAL POINT 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 SOUTHWEST FLOWLINE PROFILE 0 50' VERTICAL CURVE 31.429 1 31.421 1 ON CURVE I ON CURVE I 0 m m 00 w to 0. 11 CL m >_ rlI c r*-% ;t 00 * P*- w Im OD l*%-00 CD o X CL w V) w in w 0 m 0 K) 0 W) m Ld cl) 0.06 C4 Lo cr) 10 # a to m 6 to • 066 tO M qd- to M'*** U-) n cc) l< 0 to to to UO 00 co q* 0 C3 nnrn 0 Lc)(1,5TINC GROUND P1?0f1_Zf_- P#11% 0 r*'_ + to + n 9 1111 11 - lrdd` j -Q. LL. n AT CENTERLINE 1 0) + 0 0 c*4 + + 0 to CL CL v- + + W) W C6 . . . • • . . . . . • . • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • . . • • • • • . • • • • • • • • . • . . • . . • • • • • • • . • • 0. _7 + 0,35 1 0 348* • • . . . ♦ • . . . . . • . . . • . • . . . . . • . • . . • S....................................... o .... 111. 7 7. 7 • . . • . • . . . . • . • . . . . • . ... • . . . . • . • . . • . . . • . . . • . • . . . • . • . • . . • . . . . . . • . 348 z "mum 0♦54% R, ON /#4 r- Pfi WL E • . . • . • . . • . • . • • • . . . . • • • / . . . . • • • • . . • • • • . . . . • • . . • . • . . . . . . • . . . • • • • . . . • • • • . • . • . . . • . . • • • . . . • . • . . • . • . • . • . . • • • . • • • . . . • • . • . • • • • . . • • • . • • • . . . • . . . • . . • • . • • • • • . . . . • . . . . . • • . • • . • • • • 0 346: ... .................... ....... ....... ......................... ;...•...: ................................................. ............................ .......... 346 0.35X ROK ME MWLE .................................. 9+00 ..................................................................... 10+00 11+00 12+00 13+00 14+00 15+00 .............................. 16+00 17+00 • ........ 0..0 18+00 ............. 19+00 000 ......... 0 ....... 20+00 NORTHEAST FLOWLINE PROFILE -1-i 4-1 0 E co 0 ci z U) 0 0 (y) cy) Z cr) u') (0 oti C:) <W > cl? C) m C.0 (1) X 0 C16 t= < L_ U- U) 0 ca U) Z m N Q W �� CD (1) cy) W (1) 0 Liu W C'4 z (y) (0 z co Lu 04 ry 0 cr_ ui 0 CL 0 lui cl� c� ll� cle Liu Lli Z j 0 z W w 1— c0 `> w 0 31 LL 0 < w < 0- 0 Q. mo"Q'0� I,o �\*ER * ,00 r, EE R�bs 00 k 4 pry 4 W ; U m w few 0 GI C� 1• • Q> V) (0 LO Z (0 0 > 3: w F- V) DATE 11/08/2013 N PA JOB No. 12-2656 VI SHEET E 0 E LO OF 8 SHEETS CONSTRUCTION NOTES CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. ❑1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. ❑2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST-3. M CONSTRUCT WIDE CROSS-GUTTER PER C.O.B. STD. DWG. ST-17. (CONTRACTOR SHALL COMPACT AREA ? NMI- >M UNDER CROSS-GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1, Q CONSTRUCT TYPE 'A** CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. ❑CONSTRUCT m 22' WIDE STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST-4. F-61 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "Aft. M SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR 31.42 TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. ❑CONSTRUCT M TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400" MAX SPACING SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. PER C.O.B. STD. T-34 (SEE SHEET 2). PULL BOXES NOT SHOWN. COORDINATE TRENCH 0 LOCATION WITH JOINT TRENCH DRAWINGS. (9I RELOCATE ALL POWER POLES - COORDINATE WITH UTILITY OWNER. + INSTALL STREET NAME SIGN PER CITY STANDARDS. __%r- INSTALL TRAFFIC SIGN PER CITY STANDARDS. a _Rl -1 INSTALL Rl-1 STOP SIGN W/ STOP BAR. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. FL FLOWLINE STATIONING 7 5 y C7 }- W �w .J uj V) a C. li c c C c Ir L C C c c v HIDDEN CREEK \A/AY CONSTRUCT MIN. 0.20" TYPE "B" A.C. PAVING OVER MIN. 0.409 CRUSHED CLASS 31 AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11-4.5 R=54.0 59 HORIZONTAL: 1"=50` VERTICAL: 1"=29 @) CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. RADIUS _c> INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. w oco 4m w 0 SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. * ;!;crjc*o n ? NMI- >M MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP to A T CENT, CRZ INE im SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. * * m 0 0 m INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. in r*,*. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. 31.42 OM MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP M OM SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. X0.00 cr) 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. a. z >w w 0 az- wo 0 0 00 S SEWER MANHOLE Lu 11 ULi < o c. 350 + 0 SEWER CLEAN OUT + 350 0 + V� STORM DRAIN MANHOLE + C4 A T CENTERLINE INE � ........... EXISTING UTILITY POLE C4 0 co RIGHT-OF-WAY ..... . . . . . .............. .350 o R SEWER 44 3 iEmcommo + 11+00 12+00 STORM DRAIN .................................... co + EXISTING EDGE OF PAVEMENT 0 .............................. z AND ELEVATION IN FIELD, PRIOR TO GAS EXISTING GAS MAIN CONSTRUCTION AND NOTIFY ENGINEER OA TT EXISTING OVERHEAD AT&T CABLE ................................ IF THERE ARE ANY DISCREPANCIES. M W EXISTINC GROUND PROFILE co * ,�I* OHE EXISTING OVERHEAD ELEC CABLE 0,..% o to A T CENTERLINE qZ INZ RELOCATE .................................... ALL POWER POLES - COORDINATE WITH UTILITY OWNER. + ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. /Z Q"f PROtRILE:. 346 ............................................... ..................... 346 10+00 11+00 12+00 13+00 UJI NORTHWEST FLOWLINE PROFILE ............ ................. ................................................. 3:: Lj LJ 348 :...:...:...:. .: '...:...:.. Z V) M Z 1 ......... ... m <LJ 6" 14 i a w a. i 0 0 UJI W Lj uj -. 10 • . #vo. ..........0.20X .......... If% ,, 11+00 12+00 HIDDEN CREEK \A/AY CONSTRUCT MIN. 0.20" TYPE "B" A.C. PAVING OVER MIN. 0.409 CRUSHED CLASS 31 AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11-4.5 R=54.0 59 HORIZONTAL: 1"=50` VERTICAL: 1"=29 R/W VARIES 2� _-� ?. 0 10 2� 30' C/L 30' R/W GRADE LINE SEE C.O.B. STD. DWG. ST-11 FOR SLOPE PARAMETERS SEE PLAN VIEW FOR STRUCTURAL SECTION 60' RIGHT-OF-WAY c C c v EXISTING - IMPROVEMENTS N.T.S. 6" TYP "B" CURB & GUTTER W/ 4.5 WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. XI y Lj W >_ W UJI 3:: u) W Li 0 p I Ni F Fil AT n R 1\/F CONSTRUCT MIN. 0.20" TYPE "B" A.C. PAVING OVER MIN. 0.40" CRUSHED CLASS I[ AGGREGATE BASE OVER MIN. 1.00" NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI-4.5 R=54.0 CURVE TABLE 31.42 ON CURVE ,31.42' 1 ON CURVE RADIUS 50' VERTICAL CURVE DELTA EX /STING TING GROUND PROF/LE w oco 4m w 0 " Lo �! * ;!;crjc*o n ? NMI- >M co 4 to A T CENT, CRZ INE im w 0 * * m 0 0 m rz w 0 197.70 in r*,*. 00 0 31.42 OM 20.00 rnnK) M OM C3 X0.00 cr) .......... Lo in a. z >w w 0 az- wo 0 0 00 0 Lo Lo Lu 11 ULi < o c. 350 + 0 . + 350 0 + V� + 0 + C4 A T CENTERLINE INE � ........... ............. C4 0 co ...... ..... . . . . . .............. .350 o R .0 44 3 iEmcommo + 11+00 12+00 .................................... co + 'w7 0 .............................. z AND ELEVATION IN FIELD, PRIOR TO ........................... w h W 0 rn CONSTRUCTION AND NOTIFY ENGINEER m to to ................................ IF THERE ARE ANY DISCREPANCIES. M W EXISTINC GROUND PROFILE co * ,�I* 348 0,..% o to A T CENTERLINE qZ INZ . .................................... to + 348 ... . .....:...:...:... -0.207. 34%- ...... ................. :... . . /Z Q"f PROtRILE:. 346 ............................................... ..................... 346 10+00 11+00 12+00 13+00 348 ......... NORTHWEST FLOWLINE PROFILE R/W VARIES 2� _-� ?. 0 10 2� 30' C/L 30' R/W GRADE LINE SEE C.O.B. STD. DWG. ST-11 FOR SLOPE PARAMETERS SEE PLAN VIEW FOR STRUCTURAL SECTION 60' RIGHT-OF-WAY c C c v EXISTING - IMPROVEMENTS N.T.S. 6" TYP "B" CURB & GUTTER W/ 4.5 WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. XI y Lj W >_ W UJI 3:: u) W Li 0 p I Ni F Fil AT n R 1\/F CONSTRUCT MIN. 0.20" TYPE "B" A.C. PAVING OVER MIN. 0.40" CRUSHED CLASS I[ AGGREGATE BASE OVER MIN. 1.00" NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI-4.5 R=54.0 CURVE TABLE CURVE ,31.42' 1 ON CURVE RADIUS TANGENT DELTA cl 31.42 20.00 wo w 0 " V) 13.70 04 0) 04 0 cb mo 54.98 35.00 m ' w 0 • P.% 197.70 . m 202.06 00 C5 31.42 20.00 20.00 o M 31.4t 2 C3 X0.00 cr) .......... 0+ a. z >w w 0 az- wo 0 0 0 E)( /STING GROUND PROFIZZ Lu 11 ULi < o c. 0 + . LLJ uj L c:j Of LL- X m w >_ zo < 350 Z _j mu <_joLUooQ__ C,6, L'u, L>U 0, + 0 go-low +0* A T CENTERLINE INE � "--- oW C4 • 350 . . . . . . . ...... . . . . . . .. _1* ..O 0 .0 44 3 iEmcommo 10+00 11+00 12+00 WEST FLOWLINE PROFILE co + 31.42' ON CURVE AND ELEVATION IN FIELD, PRIOR TO ........................... w h W 0 rn CONSTRUCTION AND NOTIFY ENGINEER m to to ................................ IF THERE ARE ANY DISCREPANCIES. M W EXISTINC GROUND PROFILE co * ,�I* 0,..% o to A T CENTERLINE qZ INZ to + 348.... ...... o ............ 348 o 0 0 348 ......... ............ ................. ................................................. 346 :...:.... 348 :...:...:...:. .: '...:...:.. 346 Lwsym lq ON INE ............ ............. 1 ......... ... 6" 14 i a i i i a i a . . -. ................ • . #vo. ..........0.20X .......... j:0,20%' 11+00 12+00 DES6 W fL O#f INE EAST FLOWLINE 346: • • ...................................................... 346 10+00 11+00 12+00 13+00 SOUTHEAST FLOWLINE PROFILE R/W VARIES 2� _-� ?. 0 10 2� 30' C/L 30' R/W GRADE LINE SEE C.O.B. STD. DWG. ST-11 FOR SLOPE PARAMETERS SEE PLAN VIEW FOR STRUCTURAL SECTION 60' RIGHT-OF-WAY c C c v EXISTING - IMPROVEMENTS N.T.S. 6" TYP "B" CURB & GUTTER W/ 4.5 WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. XI y Lj W >_ W UJI 3:: u) W Li 0 p I Ni F Fil AT n R 1\/F CONSTRUCT MIN. 0.20" TYPE "B" A.C. PAVING OVER MIN. 0.40" CRUSHED CLASS I[ AGGREGATE BASE OVER MIN. 1.00" NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI-4.5 R=54.0 CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA cl 31.42 20.00 20.00 90*00"00" C2 13.70 35.00 6.94 22*25*35" C3 54.98 35.00 35.00 90*00900" C4 197.70 84.00 202.06 134.51'11 " C5 31.42 20.00 20.00 89*59'53" C6 31.4t 2 20.00 X0.00 90.00'07" ui Z 0 c4i 0i 14.514.5 TYP. TYP. 7' TYP. TYPICAL DRIVEWAY DIMENSIONS OP NOTE: STREET EASEMENT TO THE CITY OF BAKERSFIELD FOR IMPROVEMENTS OUTSIDE TRACT BOUNDARY. DOC #_____________ HORIZONTAL.- 1"=50' VERTICAL: 1"=2' 1 0 s lg;�l 9 C\i Z w z Z Lu 2 LIJ W > U- w F- w It 0 < of w < Q_ C a- R Go co) OL 0- Q) . > W "WAND w 0 7 • ■ II E "N" co 0 • L0 z cfl cu 0 > uj DATE 11/08/2013 PA JOB No. 12-2656 0 kSHEET E' 0 E OF 8 SHEETS 31.422 1 ON CURVE LLI M E 1— 0 QO- z L.Li 0 Z z Lu uj uj uj u-LLI z wr 2 >- p LL z (o F_ z ii m LD 0 Ljj Lm (1)16-- O x M Ljj 0 LLJ m Lo Lo 0) M 1* 2-) cy) Lu z 0 to co = ME z m z w w EXISTINC GROUND PROFIZE- ► E W 0 =0) zo z 0 u, Tsai 0-% 0 < 0 c-q AT CEN TERZ INZ c) T_ cp 2�w § 0 w z Zd 0 aw. fm- W f5 w 0 zw C6 Luu, w y CJ5 C-) U) < U) 3 ...348 ...................... Z aj cf) m Lij >- 0 2 m cf) w 0 z w w � F-- o) 2 N < ��_°2��©om Lu (1) C III L_ LU LL - cc co E a 0 3: w u) �q Lo az 0 0 0>-z0 Z 0 w a Lu o< F-n- 00 ow cr, r- .......... 0+ a. z >w w 0 az- wo 0 0 0 W!= <Z ow Lu 11 ULi < o c. 346 :...:...:... . LLJ uj L c:j Of LL- X m w >_ zo < *3.- 46 Z _j mu <_joLUooQ__ C,6, L'u, L>U 0, go-low +0* L vsflNG f z OW IN E .......... + fro) qo"Lr 11iPmLE ro%) LN U). CZD c) >m- I_ Llj 344 w w 0 0 w z co >- co WZD 44 3 iEmcommo 10+00 11+00 12+00 WEST FLOWLINE PROFILE NOTE: VERIFY EXISTING LOCATION 31.42' ON CURVE AND ELEVATION IN FIELD, PRIOR TO cr U. w h W 0 rn CONSTRUCTION AND NOTIFY ENGINEER m to to IF THERE ARE ANY DISCREPANCIES. M W EXISTINC GROUND PROFILE co * ,�I* 0,..% o to A T CENTERLINE qZ INZ to + 348.... ...... o ............ 348 o 0 0 ...... .... ............ ................. 346 :...:.... / :...:...:...:. .: '...:...:.. 346 Lwsym lq ON INE ............ ............. 1 ......... ... tz omf /W pfiwAT 344 * ......................... ............................344 10+00 11+00 12+00 EAST FLOWLINE -PROFILE 1 0 s lg;�l 9 C\i Z w z Z Lu 2 LIJ W > U- w F- w It 0 < of w < Q_ C a- R Go co) OL 0- Q) . > W "WAND w 0 7 • ■ II E "N" co 0 • L0 z cfl cu 0 > uj DATE 11/08/2013 PA JOB No. 12-2656 0 kSHEET E' 0 E OF 8 SHEETS Lij LL LL o 0 LLI M E 1— 0 QO- z L.Li 0 Z z Lu uj uj uj u-LLI z wr 2 >- p LL z (o F_ z ii m LD 0 Ljj Lm (1)16-- W% U) > 0 Z j - j Z uj w w o < n co' iR 2-) cy) Lu z 0 to co = ME z m z w w w m 0 0 T m w E W 0 =0) zo z 0 u, Tsai > �� C-4 'Fu cl? 0 w c) T_ cp 2�w § 0 w z Zd 0 aw. fm- W -0(0 0 w 0 zw C6 Luu, w y CJ5 C-) U) < U) 0 00- 30 55 2:-�: -j LLI = w L>Ll czl) Z aj cf) m Lij >- 0 2 m cf) w 0 z w w � F-- o) 2 N < ��_°2��©om Lu (1) C III L_ LU LL - cc co E a 0 3: w u) �q Lo az 06 co cq *-, M z CD 0>-z0 Z 0 w a Lu o< F-n- 00 ow cr, r- uj ao- uo LL W 0 OaZw 0 0 z< LLJ 0 a. z >w w 0 az- wo 0 0 0 W!= <Z ow Lu 11 ULi < o c. L LLI W _ C) M C/U) �i < U) 0 Z 0 LLJ LLJ uj L c:j Of LL- X m w >_ zo < Z _j mu <_joLUooQ__ C,6, L'u, L>U 0, Z ! : � 0 2 S2 W LL W 00 L u)) LN U). CZD c) >m- I_ Llj ov) Lcu) Lwu _j ) w §: 0, * �Ta w w 0 0 w z co >- co WZD iEmcommo 1 0 s lg;�l 9 C\i Z w z Z Lu 2 LIJ W > U- w F- w It 0 < of w < Q_ C a- R Go co) OL 0- Q) . > W "WAND w 0 7 • ■ II E "N" co 0 • L0 z cfl cu 0 > uj DATE 11/08/2013 PA JOB No. 12-2656 0 kSHEET E' 0 E OF 8 SHEETS CONSTRUCTION NOTES LjM M CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. M CONSTRUCT 4.5" WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST-3. awc" CONSTRUCT WIDE CROSS-GUTTER PER C.O.B. STD. DWG. ST-17. (CONTRACTOR SHALL COMPACT AREA JUW UNDER CROSS-GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1' FAI CONSTRUCT TYPE 'As CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. []5 CONSTRUCT 22' WIDE STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST-4. ❑6 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE $)A$f. 7Q SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR EXISTING SURVEY MONUMENT PROTECT IN PLACE. TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. F8_1 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 4002 MAX SPACING SEWER CLEANOUT PER C.O.B. STD. T-34 (SEE SHEET 2). PULL BOXES NOT SHOWN. COORDINATE TRENCH STORM DRAIN MANHOLE LOCATION WITH JOINT TRENCH DRAWINGS. Ffl RELOCATE ALL POWER POLES - COORDINATE WITH UTILITY OWNER. + INSTALL STREET NAME SIGN PER CITY STANDARDS. __U- INSTALL TRAFFIC SIGN PER CITY STANDARDS. --c-R1 -1 INSTALL R1-1 STOP SIGN W/ STOP BAR. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. FL FLOWLINE STATIONING W�� < U LjM I.- <3::W wl rl*-. m 0) SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) U-) + 10 awc" + + j w JUW 0 0 INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. 0 * 10 0 00 cq • 1 6n* / Il 1 � 47*09"23*" Au Y,I RELOCATE ALL POWER POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. _c> INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. 0 SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. 0. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP 11 11 SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 20.00 z cn INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. 0 * 10 0 00 cq • SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. 47*09"23*" MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP ao SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. mn 0 EXISTING SURVEY MONUMENT PROTECT IN PLACE. 0) O SEWER MANHOLE C6_ C4 C4 SEWER CLEANOUT + • STORM DRAIN MANHOLE + C-0-3 EXISTING UTILITY POLE 350 ........ cot RIGHT-OF-WAY ul 0 cucj > jK* 53 lb oj v-- L. SEWER x W w 0 w uj w a w w m < a w > Ln --5 zc STORM DRAIN > >:w W 0, 0 U ) a = z Fx 0 w cwo co' Zw -d- YZZ- EXISTING EDGE OF PAVEMENT w w cf) >- 0 Lu Z T_ I: SQ of = 0 i w z D ........... EXISTING GAS MAIN GAS OATT EXISTING OVERHEAD AT&T CABLE OHE EXISTING OVERHEAD ELEC CABLE .. . . 0 ... Roof M PfiffiLE. RELOCATE ALL POWER POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ►.�4 V. i a% 0 11+29.38 all 33.07`' 1 ON CURVE 1 0 a TANGENT 0 O� 0 0 co 17 0. 0 92*23934" 11 11 w 20.00 z cn CLI n U.) 0 * 10 0 00 cq • 33.00 14.40 47*09"23*" ucb * 0 + n 0 + n ao ,uca mn 04 0 0) 0C14 0 + + + C6_ C4 C4 42.00 1 + • .j U. + Lt. LL. m co � w 05 � 0 w u j D = Z < Cwl 350 ........ cot 52 ul 0 cucj > jK* 53 lb oj v-- L. j L. x W w 0 w uj w a w w m < a w > Ln --5 zc NN ►.�4 V. i a% 0 11+29.38 all ftsm-mwo 00000 _11\ 57 A- r*2.9" 94.23 - FL + 56 55 'AZ 177*"**&0. Iss CALIENTE CREEK COURT CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40" CRUSHED CLASS I[ AGGREGATE BASE OVER MIN. 1.00* NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=54.0 HORIZONTAL: 1"=509 VERTICAL: 1"=2' 33.07`' 1 ON CURVE 1 0 0 CL a TANGENT 58 O� 0 0 co 17 20.00 20.85 92*23934" m LAj 00 I(L CD rl%% 00 0) 04 LO 20.00 21.73 94*44'19" n U.) 0 * 10 0 00 cq • 33.00 14.40 47*09"23*" ucb * 0 + n 0 + n 42.00 W mn to to 0 + C4 V� r ................... .... 0) 352 p C6_ 182.41 42.00 1 + • T YPICAL DRIVEWAY DIMENSIONS 0 loom m co � w 05 � 0 w u j D = Z < Cwl 350 ........ ....... A T CENTERLINE" . ---- ___ ___� -__: ......... ............ ul 0 cucj > 0 T-1 oj v-- L. j L. z > 0 < 0 .5;;� w u_;i-- ftsm-mwo 00000 _11\ 57 A- r*2.9" 94.23 - FL + 56 55 'AZ 177*"**&0. Iss CALIENTE CREEK COURT CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40" CRUSHED CLASS I[ AGGREGATE BASE OVER MIN. 1.00* NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=54.0 HORIZONTAL: 1"=509 VERTICAL: 1"=2' R/W 26' C/L 28' R/W f2 Z w 0 ce CL X Li 1100 00+ *0 + 0 N.T.S. CONSTRUCT FULL WIDTH SIDEWALK FROM STA:10+00 TO STA: 10+71.48 NOTE: HATCHED AREA TO BE DEDICATED TO THE CITY OF BAKERSFIELD ON FINAL MAP. TRACT BOUNDARY CURVE TABLE 33.07`' 1 ON CURVE 1 0 0 CL RADIUS TANGENT DELTA O� 0 0 co 0 m ctr 11 CL m 0 Z X: 20.00 20.85 92*23934" m LAj 00 I(L CD rl%% 00 0) 04 LO 20.00 21.73 94*44'19" n U.) 0 * 10 0 00 cq • 33.00 14.40 47*09"23*" C4 * 0 + n 0 + n 42.00 38.95 352 .......... + Ir" ...... C' 0 + C4 V� r ................... .... .. 352 68*53"59" C6_ 182.41 42.00 1 .1 • T YPICAL DRIVEWAY DIMENSIONS EXISTING GROUND PROF /LE- N.T.S. m co � w 05 � 0 w u j D = Z < Cwl 350 ........ ....... A T CENTERLINE" . ---- ___ ___� -__: ......... ............ ul 0 cucj > 350 q cx0 z < Lu X: < z a re UJ LJ_ z > 0 < 0 .5;;� w u_;i-- W w 0 w uj w a w w m < a w > Ln --5 zc U > >:w W 0, 0 U ) a = z Fx 0 w cwo co' Zw w w cf) >- 0 Lu Z T_ I: SQ of = 0 i w z D ........... ................ V z w ... T +0.21%+ .35% *35% ......... 348................ .. . . 0 ... Roof M PfiffiLE. *348 10+00 11+00 12+00 NORTH FLOW IN L E PROFILE 32.2 ON CU 0 0 0Ir Vr LO n 00 0 . 0 m mcmo 11 CL m C3 0 in LAj M 00 cy, I(L 0)(0 00 01 C4 n to to 0 to 00 P 0 C4 ' CO * IDENTICAL POINT + + C 0 + 35 2 ...... 0 _-- ..... ..... lr� r �' .................... ....... 0.352 ........... • • ........ ........ • ........ • ....... EX /STING GRO U-NO PROFILE • 350. 0 0 0 ................... A T CENTERLINE TEa INE . ............... 350 44% + 4,'447* . ; Y 348 ...... :+0,637 ..... o ..... IZONNE PRtYZE. 348 10+00 11+00 12+ 00 SOUTH F LSWLINE PRO-FILE R/W 26' C/L 28' R/W f2 Z w 0 ce CL X Li 1100 00+ *0 + 0 N.T.S. CONSTRUCT FULL WIDTH SIDEWALK FROM STA:10+00 TO STA: 10+71.48 NOTE: HATCHED AREA TO BE DEDICATED TO THE CITY OF BAKERSFIELD ON FINAL MAP. TRACT BOUNDARY CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 32.25 20.00 20.85 92*23934" C2 33.07 20.00 21.73 94*44'19" C3 27.16 33.00 14.40 47*09"23*" C4 201.08 42.00 38.95 274*18146 C5 39.68 33.00 22.64 68*53"59" C6_ 182.41 42.00 1 .1 * 2485 359'1 U- 0 w 0 w ma u.j ui 0 Lu U_ Lu CD im L:ruz ui < Lu >_ �' a w _'A P 0 LL la-Z CIL < Z<,zL) 0z Fxuzj moo Lu X: W co x L>11 M c" W LL z (1) co z.0 ww C-5 0 wZQ 5 C-9 w Lu Of m M Lu w m w w wo c-) § LL CD LL_ gm z F- �D Z/�� z0.rz�jj110r4ZZ_ A 00 2 EXISTING 1 LO 5 IMPROVEMENTS 10+00.00 69 a 00 7 10+71.29 0 TYP m Q & 2 C6 FL "+'51-99 4) 68 z x m 0 a. it ii a. 66 w- 31: QC4 0 0) 67 00 0 Ir - x OW c%q 04 + (j 3: + + V_ V_ + + 0 C) 00 0 T� r + oj - V� T� 1� 0 j LL. LA. 0 0 CL T, HORIZONTAL.- 11"=50' VERTICAL: 1"=2" CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED CLASS I[ AGGREGATE BASE OVER MIN. 1.00" NAT. GRD. COMPACTED TO 95% MAX, DENSITY Tl=4.5 R=54.0 50' I VERTICAL CURVE I ti 00 110 110011 M > > > 3: Q m w x 0) a.0 mw 0 0 CL 0 cq 0) 0) T-- M I *0m%v" 900 0 0 00 lw� 0) 0 to 0) + + + to too + 0 V_ V. nn . . . . . . . . . . . 0 . . . . . . • . . :j :.j - - - :j . . . . . . . . . . . . . 0 LL. LL. O 0 350 •••••••.••• +••••••••.......... O 350 ............ . ................. ....... FXSflNG R 0 *f INE EXISTIN.6 00I�ND PRO.FIZZ- RomfAf MWLE A T CENTERNNE -348 348 .............................................. 10+00 11+00 12+00 WEST FLOWLIN PR0FI L. 1 501 I VF_R"nCAL CURVE I IDENTICAL POINT mu- moo w 0 Lj > > > 11 0 0 11 �! i W W 0. m .0 w m X 04 a. CL Co w to to 0) C4 cr) cr) 0 . m 0 'V-- 0 000 00) n Two 00 0 ev. 0 0 co to p.. 0) < 00 + + + OC3 00 + pw. 0 + 0 . . . . . . . . . . . . • -.J . . . . . . . . . . . . ■ ■ • 0 0 j U-v U.- • o 0 U. 0 • 350........... o o o ........... * 350 11001 • LWMW ROKINE EXISTING CRO41ND PROFILE iZ0011NE AF LE 348 AT CENT ERZ INE -34-8- ......... .. ....... ......... • ......... ...... 10+00 11+00 12+00 EAST FLOW LINE PROFILE 1st- t,c.tS E 00 0 ■ z m% ef) Z 0) LO c) Lu �to r�_ > 04 ci c) C.0 X 0 < 06 cl) L_ LJ_ U) c!) cu c Z 90 c\j Qf'o w (1) cy) w c) ce w CO C-4 z (y) cv w 0 L z N F� "r- 0 OL D cm w w CL z 0 z W Z w __3 LL 0 < elf w w < LL 13- 0 a- 3; W_ u (D > w F- w W DER > "WROD lip w 'u, w !� t:-:� 2 �-- 0 < z (-) LIJ CL 0 0 9 WgT20 z W t= ~ 3: z°- '� z � <w0 w > Q 0 0 6.ww�,05 -<cQLj' w w c) C6 m;Z z >_ 0 '�: wo z Z 0 MO 0 0 'w 0 0 cf) z W w ui LLI W >_ > 0 cf) m cr_ 0i zw wzI—CD0 z z a wm ~ 14.5 4.5 W P tx 5 0 Q 0wo LL a03 -: W I Q > 0 >1 z 09 (UN �a z g Como Typ . TYP. z 0 T 6 a 0 � Lw �� C6 CL a. WO UZI u J Tc t L U 0 < < 7' TYP. OZ 0- UJ > mw 6 z 0 0 0 2 <:r 0 Lu!= Z w <z 0 T YPICAL DRIVEWAY DIMENSIONS Lu z Lu 10 w Z - L11 1j_ W <mW>U�a U- 0 N.T.S. m co � w 05 � 0 w u j D = Z < Cwl _w LZU 0w-w>_0u wm:rm z 0 0 0 in- _ ul 0 cucj > W q cx0 z < Lu X: < z a re UJ LJ_ z > 0 < 0 .5;;� w u_;i-- W w 0 w uj w a w w m < a w > Ln --5 zc U > >:w W 0, 0 U ) a = z Fx 0 w cwo co' Zw c n Z 0 < M d w w cf) >- 0 Lu Z T_ I: SQ of = 0 i w z D F_ �_ 0 a_- 1— 0 0 w < m �D Z/�� z0.rz�jj110r4ZZ_ A 00 2 EXISTING 1 LO 5 IMPROVEMENTS 10+00.00 69 a 00 7 10+71.29 0 TYP m Q & 2 C6 FL "+'51-99 4) 68 z x m 0 a. it ii a. 66 w- 31: QC4 0 0) 67 00 0 Ir - x OW c%q 04 + (j 3: + + V_ V_ + + 0 C) 00 0 T� r + oj - V� T� 1� 0 j LL. LA. 0 0 CL T, HORIZONTAL.- 11"=50' VERTICAL: 1"=2" CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED CLASS I[ AGGREGATE BASE OVER MIN. 1.00" NAT. GRD. COMPACTED TO 95% MAX, DENSITY Tl=4.5 R=54.0 50' I VERTICAL CURVE I ti 00 110 110011 M > > > 3: Q m w x 0) a.0 mw 0 0 CL 0 cq 0) 0) T-- M I *0m%v" 900 0 0 00 lw� 0) 0 to 0) + + + to too + 0 V_ V. nn . . . . . . . . . . . 0 . . . . . . • . . :j :.j - - - :j . . . . . . . . . . . . . 0 LL. LL. O 0 350 •••••••.••• +••••••••.......... O 350 ............ . ................. ....... FXSflNG R 0 *f INE EXISTIN.6 00I�ND PRO.FIZZ- RomfAf MWLE A T CENTERNNE -348 348 .............................................. 10+00 11+00 12+00 WEST FLOWLIN PR0FI L. 1 501 I VF_R"nCAL CURVE I IDENTICAL POINT mu- moo w 0 Lj > > > 11 0 0 11 �! i W W 0. m .0 w m X 04 a. CL Co w to to 0) C4 cr) cr) 0 . m 0 'V-- 0 000 00) n Two 00 0 ev. 0 0 co to p.. 0) < 00 + + + OC3 00 + pw. 0 + 0 . . . . . . . . . . . . • -.J . . . . . . . . . . . . ■ ■ • 0 0 j U-v U.- • o 0 U. 0 • 350........... o o o ........... * 350 11001 • LWMW ROKINE EXISTING CRO41ND PROFILE iZ0011NE AF LE 348 AT CENT ERZ INE -34-8- ......... .. ....... ......... • ......... ...... 10+00 11+00 12+00 EAST FLOW LINE PROFILE 1st- t,c.tS E 00 0 ■ z m% ef) Z 0) LO c) Lu �to r�_ > 04 ci c) C.0 X 0 < 06 cl) L_ LJ_ U) c!) cu c Z 90 c\j Qf'o w (1) cy) w c) ce w CO C-4 z (y) cv w 0 L z N F� "r- 0 OL D cm w w CL z 0 z W Z w __3 LL 0 < elf w w < LL 13- 0 a- 3; W_ u (D > w F- w W DER > "WROD lip w 'u, cy) V) (.0 W L0 z � 0 CN4 cy) > 3: Lu V) (0 DATE 11/08/2013 cv U-) (10 PA JOB No. 12-2656 SHEET 0 E OF 8 SHE < Z J Q � J J ~ W � W Cfl Q > Como � v o � � U _ W W U W w � z w cy) V) (.0 W L0 z � 0 CN4 cy) > 3: Lu V) (0 DATE 11/08/2013 cv U-) (10 PA JOB No. 12-2656 SHEET 0 E OF 8 SHE