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e-� o N C9 Z LjLj w z (D Z W J U rn M M N REVIEWED BY. oz co 0 U w et ti %'sue No �3apcanQ ¢ 4 � � 0 TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE � � �- e ���� °W x 0Go TRACT 590' ----.. � � � (� J W d U. � 4 T_ � TRA� 569 AP BK. PG. i 2 °`�. � � U a O Z p N ' y 6 'AP 8K Z.*I`t74 W Lu ow ui U9 REVIEWED B Y: -1 0 cr- (J � L+-� i �' SIC at ARVIN EDi50N CANAL � \ � m Z Q LLJ Q p a ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE _ ao�, z� PANAMA LN UO � � a�aoNZ � a� � APPROVED BY* n--= - - - - -, � �YdzoW 0 � wvitrw 2 � cn�vi�wo� f � 610010 3 � � I � � oo�a,°mNW W ,�, PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD DATE � ►� I '� � � ac�na�''`'QO RAUL M. ROJAS R.C.E. 39880 (EXP. 12/31/15) 5 � ;► (_f) vm°��?�dw � � � .. aio,� ,cai�°° o 6 3 �gjt � OF- °�°�dw= ¢o 7 I� z cnam0N crg az m�� � S ' � � ZQYJWZO «c i Q a�1D~ CD dOmW��0 moo � 10 I � I ' � WW }J =OZ ' 11 0 Xo�?o�c°� 12 � P HASE I �r 3 i o BEACH MARK USED: Q -- , � s�� TOP OF BR. SAP IN CONCRETE. MONUMENT AT CENTERLINE i4 l; � INTERSECTION STINE RD AND POPPYSEED DRIVE. is l 1 ;� ELEVATION = 359.19 (U.SG.S. DATUM) �s t � 17 C6#1 O CAL 0 LN � � MATERIALS LIST 18 � �2 `� � TO BE USED OR BIDDING PURPOSES 24 27 22 23 24 25 26 27 28 29 30 31 BASIS OF BEARINGS 19 ►r THE BEARING OF 589'03'12 "E SHOWN FOR THE SOUTH LINE SHEET No. INDEX � I I OF THE NORTHEAST QUARTER OF SECTION 27, T.30S., LOCAL STREETS s,349 L.F. �i TITLE SHEET 10 s s 7 s 5 3 2 i 29 28 PER RECORD OF SURVEY RECORDED IN 27 2s R.27E., M.D.M., 0.20' A.C. /0.66' A.B. (LOCAL STREETS) 263,013 S.F. s #4 S cep 25 BOOK 22 OF RECORD OF SURVEYS AT PAGE 157 WAS 0.30 a.c. /o.so° A.B. (BERKSHIRE ROAD) 33,6a7 S.F. Q2 DETAILS— GENERAL NOTES OMERAQO USED AS THE BASIS OF BEARINGS HEREON. WAY- 0.50' a.c. /1.00' A.B. (PANAMA LANE) 54,115 S.F. � VITTORIO DRIVE �� � 24 6" CURB AND GUTTER 149281 L.F. 6" THICK DRIVE APPROACH 16,280 S.F. �4 CALLADO LANE —MESTO WAY 11 12 13 14 15 16 17 18 19 20 21 22 23 � I a, 4° THICK SIDEWALK 4$,000 S.F. (E�POMERADO WAY H S 9 � I � � SURVEY MONUMENT ENCASEMENT 25 EA. 8 7 6 5 4 3 2 1 29 28 27 26 r Lu STREET NAME SIGNS 10 EA. 6�} BELLANDO STREET 25 TRAFFIC CONTROL SIGNS 10 EA. WHEEL CHAIR RAMPS 24 EA. �7 EDERIA WAY � 6 CB# � q I < W STREET LIGHTS (5800 LUMEN) 24 EA. �$ PHISTO PLACE � �'' STREET LIGHTS (9500 LUMEN) 5 EA. 9 - BEL�AN 0 ST 24 CB s �E "a" CATCH BASINS 13 EA. �9 HEIBRA WAY —PERLA WAY 10 11 12 P A E 4 i� 18 � �s H)NS 23 ►� � � PlANZ 99 Roar TYPE ��M" MEDIAN CURB (PANAMA LANE) 1,210 L.F. - ��� TYPE M--2 TACK —ON MEDIAN CURB (PANAMA LANE) 760 L.F. 10 PANAMA LANE o 13 14 15 16 9 3 2p 2� 22 /1' � D 18 a 17`y 16 i5 14 13 18 17 ' �-'''{ �� BERKSHIRE ROAD � 9 8 z s 5 4 3 2 i m� 2 3 4 5 j 1 Q p �I ..r�� PA CHECO RD. � STRIPING PLAN � � CB� 19 � 22 �3 FA RVIEW Roan g LEGEND � �EDERIA WAY � i am NAUA 24 �ariE � CL- CENTERLINE � 0 6 1 j cm cm > g � awY— DRIVEWAY KEY MAP LEGEND H)�s 16 HASE 6 � �. 27 a FL— FLOWLINE q 13 12 11 10 9 8 7 30 29 28 0 0 26 25 30 29 11 12 13 14 15 } MccuTC Roe+o� � OSKIN D. BCR— BEGIN CURB RETURN Q SHEET INDEX NUMBER 9 � 35 36 1 ECR— END CURB RETURN DIRECTION OF DRAINAGE 1 34 MIKE RD. 32 PI— POINT OF INTERSECTION 6 5 4 3 2 1 Pu KIN Q EC— END CURVE • CONCRETE MONUMENT 7 8 C a� � 2 3 4 5 6 7 _j I OLD R R 119 = � � CE ER a o BC— BEGIN CURVE CB 11 8 t � 6 5 0 4 �n W 2 1 6 5 -+- PROPOSED STREET NAME SIGN ! I Lu Q 3 PIVC— POINT OF INTERSECTION VERTICAL CURVE � HISTO PL �+ o a � Q URNO � EOA:D Z �- 5800 LUMEN STREET LIGHT Vii■ En . - - Q -- - - - - -- k POVC— POINT ON VERTICAL CURVE 8 HAsE �2 ce PJAA � 7 9) 0 9 z o U BVC— BEGIN VERTICAL CURVE � 95Q0 LUMEN STREET LIGHT 14 � � e0 � �o � 11 � 12 8 _N_ EVC— END VERTICAL CURVE GCB #12 CATCH BASIN w /NUMBER _ _ _ g 10 » 12 13 O + � 16 15 14 13112 11 10 � � .. PRC- POINT OF REVERSE CURVATURE 0 17 [] 16 -- PCC- POINT OF COMPOUND CURVATURE ci 1� 0 BERKSHIRE RD NOTE: SIGN NUMBERS ARE FEDERAL CODE v�T �p UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES .VICINITY MAP- - "- KEY MAP r NO SCALE SCALE: 1' =200' f K, k'."_ li� GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS 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 CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. ALL REFERENCES TO SECTION 90 OF THE CALTRANS STANDARD SPECIFICATIONS SHALL REFER TO THE CALTRANS STANDARD SPECIFICATIONS DATED JULY 1992. 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 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 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 PRIOR TO ISSUANCE OF A PERMIT. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT --OF -MAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPEC11ON DEPARTMENT 48 HOURS NOTICE. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER - ROBERTSON ENGINEERING AND SURVEYING, 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 CONTRACTOR'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 GRADING CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION 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 SPECIFICA1ONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 12. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANTS PLANS, DRAWINGS OR OTHER DOCUMENTS I S ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE CLIENT, OWNER AND CON TR ACTOR AGREE TO HOLD THE CONSULTANT HARMLESS AND RELEASE THE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 13. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 14. 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. 15. McINTOSH AND ASSOCIATES WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY McINTOSH AND ASSOCIATES. 16. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. 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 BACKFILLED 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 "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% 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). IN ADDITION, RELATIVE COMPACTION Of NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. f. 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 COMPOSED OF CLASS B 5 SACK CEMENT, MINIMUM CEMENT CONTENT OF 470 LBS. /CU. YD., AND 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 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. 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. SEDER 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 SEINER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. 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 WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDI1IONAL 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 SHAH NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D- -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, 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 N01ICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96X THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED NTH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT", OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE 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 ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL FOR LOCAL STREETS SHALL BE EITHER CL 2 AB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREEN BOOK. " COB ASPHALT CONCRETE PAVING NOTES CITY STANDARD PLATES 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN a �� CONTRACTOR TO OBTAIN LATEST EDITION 10 -26 -89 UNLESS ( s s OTHERWISE NOTED ) SECTION 39, ASPHALT CONCRETE, OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 0 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A CITY FIG. NO. DESCRIPTION CITY STD. NO. DESCRIPTION (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS "AGGREGATE," � ST -1 CURB AND GUTTER (TYPE "A ", "B" AND "C ") ST -17 WIDE CROSS- GUTTER OF SECTION 39 -2.02, OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. ❑ ST -2 COMMERCIAL DRIVEWAY ST -18 MEDIAN CURBS (TYPE "M ", "M-1" AND "M -2 90) 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY ST -3 SIDEWALK ❑ ST -19 HANDICAP RAMPS GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE AR -,4000 VISCOSITY GRADED ASPHALT, ST -4 RESIDENCE DRIVEWAY ❑ ST--20 PRIVATE STREET GATES UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM- REFINED PAVING ASPHALTS," IN SECTION C.9CW ST -5 HOUSE NUMBER FOR CURBS ❑ ST -21 REFUSE CONTAINER PAD 92 -1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. CL 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE ST--6 PAVEMENT PATCHES � ST -22 TRENCH 6ACKFILL AND COMPACTION REQUIREMENTS DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 387 USING ❑ - ST 7 CROSS-GUTTERS GU ❑ D -10 SIDEWALK UND RAIN R E D CL US SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. ❑ ST-8 26 INCH PART CIRCLE CULVERT D -11 DRAINAGE BASIN 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE � ST STREET SPECIFICATIONS � D CATCH- BASIN, TYPE "A" . FOLLOWING FOR THE CITY ENGINEERS REVIEW AND APPROVAL. -9 -14 A. A LIST OF AGGREGATE AND ASPHALT SOURCES. ® ST -10 STREET SECTIONS [+] D -15 CATCH -- BASIN, TYPE "A-l" B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD ❑ ST -10A STREET SECTIONS D -16 GUTTER DEPRESSIONS SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND ❑ TYPE "A" DROP CONNECTION IV T TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST EQU ALEN ST -11 STREET CROSS SECTIONS SW -4 MANHOLE, WITH RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. [] ST -12 ALLEY CROSS SECTION ® SW-5 FRAMES do COVER FOR MANHOLES & CLEANOUTS C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 387. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE ST--13 SURVEY MONUMENT ® T -1 STREET SIGN, POST TYPE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS ® ST -14 * *STREET LIGHT, MAST ARM TYPE ❑ T -3 MAJOR COLLECTOR TRANSITION OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE ® ST -15 CUL -DE -SACS T -12 MINIMUM ACCESS DESIGN SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS WRING OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE ST -16 STREET KNUCKLE T -34 TRAFFIC SIGNAL INTERCONNECT - MIX DESIGN. AND PULL BOXES * *FIBERGLASS STREET LIGHTS NOT ALLOWED 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. 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 " CALTRANS STANDARD P SUBGRADE, OF THE STANDARD S PECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. 1 • THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT OBTAIN LATEST ED111ON THEREOF) SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY CALTRANS STD. PLAN DESCRIPTION ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY RSP A88A CURB RAMP DETAILS ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHORN 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 WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDI1IONAL 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 SHAH NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D- -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, 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 N01ICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96X THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED NTH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT", OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE 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 ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL FOR LOCAL STREETS SHALL BE EITHER CL 2 AB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREEN BOOK. " 0 C.9CW ce CL CL US Curve Table Curve # Length Radius Tangent Delta ci 46.95' 30.00' 29.83' 89"40201 So C2 47.29' 30.00" 30.171 90'01929" C3 31.53' 20.00' 20.12' 901959" C4 31.301 20.009 19.88" 8940'01 21 C5 54.75' LATERALS 34.77" 89'037"49"l C6 13.701 35.001 6.94' 22'225"35" C7 197.16' 84.00" 200-24' 134*29"00n C8 13.709, 35.00" 6.940 22'25'35" 9*44.,dn FL 8 +78.79 R/W VARIES 0* 1 4fM O A- LA REMOVE EX MANHOLE U co 00 ,;f Lfi r**,- + rw • sf < __j Li 0 n < cn 10, Ci L R/W 30 1 20" 20' 10, CONSTRUCT 6" CURB & GU R PER C.O.B. STD. DWG. ST-1. Ln n IN °v° oo 2" TYP. 001 + 276 00 *2% MIN. I `fix SLOPE "MVIIIIIIII- INSTALL PARAMETERS CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "Ago. 6" TYP "Boo CURB & GUTTER W/ 4.5 WIDE SIDEWALK GRADE LINE EE PLAN MEW FOR STRUCTURAL SECTIONS C5 COMPACT UNDER CURB, REMOVE EX SEWER MAIN AND LATERALS BETWEEN MANHOLES PO amm& co 9*44.,dn FL 8 +78.79 R/W VARIES 0* 1 4fM O A- LA REMOVE EX MANHOLE U co 00 ,;f Lfi r**,- + rw • sf < __j Li 0 n < cn 10, Ci L R/W 30 1 20" 20' 10, CONSTRUCT 6" CURB & GU R PER C.O.B. STD. DWG. ST-1. Ln UNLESS OTHERWISE NOTED. IN °v° 0i 2" TYP. INSTALL 276 SEE C.O.B. STD. DWG. ST-11 FOR *2% MIN. *2Z MIN. 14- SLOPE "MVIIIIIIII- INSTALL PARAMETERS CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "Ago. 6" TYP "Boo CURB & GUTTER W/ 4.5 WIDE SIDEWALK GRADE LINE EE PLAN MEW FOR STRUCTURAL SECTIONS C5 COMPACT UNDER CURB, Lo CN ry GUTTER AND SIDEWALK INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14. PO (TYP.) 6`1 MIN. TO 90% + 60" RIGHT--,-OF—WAY < �._ MAX. DENSITY. TYPICAL LOCAL STREET SEC110N CONSTRUCTION OF ADJACENT TRACT. C\j RIGHT—OF—WAY NOT TO SCALE SEE C.O.B. STD. DWG. 3z Lij W V1 ST-11 FOR SLOPE STORM DRAIN + 0 PARAMETERS Ono& 20" }- _ ��.����. QUA 10+00 N00*34"37"W 312.29 mwm I — CA 12 1 0 co Ln b 04 NEW SEWER MAIN REMOVE EX SEWER MAIN AND LATERALS EAST OF MANHOLE . ........ cn ping A*, IP will Y20' (A 14 15 NEW SEWER MAIN CONSTRUCTION NOTES m m a m F6 m F91 Fill 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. CONSTRUCT 6" CURB & GU R PER C.O.B. STD. DWG. ST-1. Ln UNLESS OTHERWISE NOTED. IN °v° 0i + INSTALL STREET NAME SIGN PER CITY STANDARDS. of U 0 14- 0 "MVIIIIIIII- INSTALL TRAFFIC SIGN PER CITY STANDARDS. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "Ago. R1 *awl "r- n w C5 Lo CN ry cn INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14. PO 0 + m < �._ � W SURVEY MONUMENT PROTECT IN PLACE. CONSTRUCTION OF ADJACENT TRACT. C\j RIGHT—OF—WAY 0 N Q0 C, .4 (D Ul 3z Lij W V1 c1q y) STORM DRAIN + 0 + 0 EXISTING 14- 04 14- C_� 0 F_ cNi pq cNi 0) 0 0i QD V_ LL . _j L L_ LC) + + + V_ cf) W + p1r) + + + Ono& 20" }- _ ��.����. QUA 10+00 N00*34"37"W 312.29 mwm I — CA 12 1 0 co Ln b 04 NEW SEWER MAIN REMOVE EX SEWER MAIN AND LATERALS EAST OF MANHOLE . ........ cn ping A*, IP will Y20' (A 14 15 NEW SEWER MAIN CONSTRUCTION NOTES m m a m F6 m F91 Fill **4 m r N N00'034"37"W 927.343 FIL 627E6 REMOVE EX SEWER MAIN AND LATERALS EAST OF MANHOLE PHASE 1 EX SEWER SYSTEM VITTORIO DRIV CONSTRUCT 0.20" A.C. PAVING OVER ALL PLAN VIEW STA110NING 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. CONSTRUCT 6" CURB & GU R PER C.O.B. STD. DWG. ST-1. Ln UNLESS OTHERWISE NOTED. IN °v° 0i + INSTALL STREET NAME SIGN PER CITY STANDARDS. CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST-3. C%4 00 14- 0 "MVIIIIIIII- INSTALL TRAFFIC SIGN PER CITY STANDARDS. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "Ago. R1 *awl "r- INSTALL R1 —1 STOP SIGN W/ STOP BAR. CONSTRUCT WIDE CROSS—GUTTER PER C.O.B. STD. DWG- S-35. (CONTRACTOR SHALL COMPACT AREA Lo CN UNDER CROSS—GUTTERS AND A MINIMUM OF 1" EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 11) cn INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14. CONSTRUCT TYPE 9A" CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 + INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14. —3 MARKER. INSTALL W-31 (CA) SIGN WITH OM4 REMOVE AND SALVAGE SIGN WITH 0 EXISTING SURVEY MONUMENT PROTECT IN PLACE. CONSTRUCTION OF ADJACENT TRACT. C\j RIGHT—OF—WAY 0 N CONSTRUCT 16' STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. m SEWER CIO ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. STORM DRAIN RELOCATE POWER POLES — COORDINATE WITH UTILITY OWNER. 11 ..... EXISTING SEWER SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS EXISTING STORM DRAIN REQUIRED BY CITY OF BAKERSFIELD ENGINEER. EXISTING EDGE OF PAVEMENT CONSTRUCT 201 WIDE DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. n 11=4.5 CONSTRUCT 381. WIDE DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. 00 0 **4 m r N N00'034"37"W 927.343 FIL 627E6 REMOVE EX SEWER MAIN AND LATERALS EAST OF MANHOLE PHASE 1 EX SEWER SYSTEM VITTORIO DRIV CONSTRUCT 0.20" A.C. PAVING OVER ALL PLAN VIEW STA110NING cq r?, C-) rK Ln UNLESS OTHERWISE NOTED. IN °v° 0i 0) 0i 6 0) C%4 00 14- 0 (0 UNLESS OTHERWISE NOTED. + + + + + + Lo CN < I cn 00 0 0) 0 4 cr) (0 + n Ld V_ **4 m r N N00'034"37"W 927.343 FIL 627E6 REMOVE EX SEWER MAIN AND LATERALS EAST OF MANHOLE PHASE 1 EX SEWER SYSTEM VITTORIO DRIV CONSTRUCT 0.20" A.C. PAVING OVER ALL PLAN VIEW STA110NING IS BASED ON CENTERLINE DATA r?, C-) rK Ln UNLESS OTHERWISE NOTED. IN °v° + Li < ,I ALL PROFILE STATIONING IS BASED ON FLOWI.INE DATA < 00 UNLESS OTHERWISE NOTED. 0.66" CRUSHED AGGREGATE BASE OVER 1.00" NAT. GRD. 00 Z < 3- T_ N CN < I cn 0) 0) 00 0 0) 0 4 cr) (0 + n Ld + + + + Ln C\j 00 V_ 0 N 0 N m 0i Ld LO CIO con b cq HORIZONTAL: 1 =50' VERTICAL: 1 '1_2' Lei LE I 00 co cs (A m 0 co -871 22+ 22 3 00 (0 IN pill V_ + PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH02—ALKYD 46.95" ON CURVE a . - a I m° U m IN C-) rK Ln 00 IN °v° + Li C-) n,- ,I C-) Uj r*-- rill N 0- 00 0 Lo 0.66" CRUSHED AGGREGATE BASE OVER 1.00" NAT. GRD. Z ry co 0 00 q4_ PO LO 0 < a- LO Ln C\j r': COMPACTED TO 95% MAX. DENSITY m 0i Ld LO C6 oo ff) PO 0 n re) ffl Ln n 11=4.5 R=14 00 PO r1l + C.> 00 00 0 + c\i . 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OR-OVND -P1?0f--1L- • • • • • • • 0 • • • • • Z. 0 • 0 0 0 0 0 0 0 360 • a • • AT Wf -S-T FL OKINE '50/ mw:L0 +0.23% 0 0 0 0 DES16N FL OWL LINE PROFILE 0 0 '07 r.5176 0 0 0 • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 358 358 0 0 0 0 'w_ a +.o .60% If • • a • 0 • • • • • ■ • vi • 356 -}-0.2+0` 0 0 0 0 0 3 5 6 • • • • • 0 • • 111 0 • 0 • • • • • 0 a • • 0 • • 0 • -m— • • 0 0 • -r—/ 0 • • • • 8+00 9+00 10+00 11 + GO 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 54.75' WEST F—LOWTINE PROFILE ON CURVE 47.29 ry ry 00 ON CURVE m (.0 U-) PO to ry Of 00 Ln + co rn 0 362 . . . • • . • . . . . • . • . . • • • • . . • • . . • • . . • • . . • . . • • . • ■ • . • . . • • . . . . . . . . . . • . . . . . . . • . . . • . • . • . . • . . . • . . . . . . . . • . . . • . . . • • • • • • . . . • • • • • • • 3 6 2 a 0 0 0 0 • e • 0 0 0 • 0 0 0 10 • a • a 0 0 • 0 • 0 • Ok • a • 0 • 0 • 0 0 • a 0 • a a • 0 • 0 16 • 0 0 • a • 0 a • 0 0 • a 0 • a • a • a a 0 a a • 0 a 0 • 0 • a 9 • a • 0 • 0 a • a '00i • 360 a • a • 0 0 a a a 0 0 0 4 a a IN 0 a 0 0 0 0 0 a 0 a a 0 0 0 0 0 0 1 • 0 a a • a a a 0 • 0 0 0 • a a 0 0 a a 0 • 0 0 0 0 a 0 40 0 • a • 0 0 0 0 0 a 0 0 0 0 a 0 • • • 0 0 0 01 0 0 360 0 . . . . . . . . . . a 0 0 0 a a 0 0 a 0 • a a 0 a a 0 0 0 a a a a 0 a • 0 . . . . . . . 0 0 0 0 a 0 a 0 a 0 0 0 9 0 • 0 • 0 a a a a 0 0 a . . . . . . a a a 0 • 0 a 0 • a a 0 a 0 0 9 0 0 a ill 9 0 a • a a a 0 a 0 a a a 19 � . . -S16V� -IL 0 a 0 0 0 0 a 0 • 0 6 0 . . . X- alk. 0 a oc/� +&.20% -k- A - • • •, a • • • • • • • • s • • • • • • • r • • • • • • • • • • • r Df FL 0 OIL INE )PROf r • : : : • 0 a 0 __0_ • • a • a • 9 • • 0 0 • 0 • • • • 0 a 0 • 0 a f • • • • 0 • • a • a a 0 • a a 0 • a • • f • 0 • 0 • • a • I ■ • 0 • In mill • . . • . . . • • a III • • • ___ • • • • a • • • • • • • • • • • • * • a • • 358 0 0 0 0 0 0 0 0 0 0 0 J 0 0 . . . . . . . +0.28%' ilimmomillillilillilliiiiiiiiiiiiiiiiiiI • • a • 0 0 0 -I,-- --*— 0 0 0 0 0 0 3 58 e a a a 0 0 0 a 0 a 0 0 a 0 9 0 a 0 0 0 0 a 0 a a 0 0 0 0 0 0 ..... . ........ . ...... 0 0 0 f 0 0 fXISTING GROUND* PROfFlkl- 0 0 0 0 0 0 0 0 S/ 0 lilifee 0 0 a a 0 0 *00 0 0 0 a III as sees 0 000 a 0 0 0 0 0 lillso a 0 0 0 0 0 a 0 0 0 e 0 0 0 0 0 a 0 0 9 a *me Ill'so* 0 see a 0 000 6 0 go* 0 0 0 9 000 0 0 0 0 0 0 0 006 0 0 a a 0 0 0 0 0 0 e 0 a 0*0 7_ �Z 6F.A Nt 0 0 0 +9Tw0% 356 ' • a 0 • a a • a • 0 • • 0 • 0 • • a • 0 • • • 0 a 0 • 0 • • • • • • 0 0 0 • 0 0 • 0 0 0 • • • • 0 0 0 • 0 9 • • 0 • • 0 0 0 0 0 • • 0 0 • • • • • • • • a a e 16 0 0 0 • • • • • • 0 • 0 • a • • • 0 • • • 0 0 a a 0 a • 0 • 0 • 0 a • • • 0 • a • 0 • • 0 0 a • • • a • • * 0 • • a a 0 • • • a 0 • 0 a a • a • • 0 a • 0 • 9 • • 0 0 • • • • • 0 • 0 • 0 0 0 0 a 0 0 0 0 • a • v • • • 0 • • • lb • 0 a • • Ill • • 41 • • • • a 0 0 0 • 0 0 0 0 • 0 0 0 0 0 9 356 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 EAST FLOWLI N E PROFILE m° mmm .4c cc ac Z 0 V) 5;= 6 w 6 C.> C-11 is o— In R/W VARIES TRACT 6553 IMPROVEMENTS UNDER CONSTRUCTION 10' ANI C/L R/W 30' 1 1 I \J 209 209 10 SEE C.O.B. STD. DWG- W2` TYP. MIN. *2X MIN 76 _46 A GRADE LINE EE PLAN VIEW FOR STRUCTURAL SECTIONS 60" RIGHT -- OF-- I AA` t*A'OA* TYPICAL LOCAL STREET SECTI0N HORIZONTAL: 1 50 VERTICAL: 1 IS =2p N ry') bi > rr) ry I- Li Li 0 -F ry 0 > NOT TO SCALE V) F- < 0 m: < n ry F- ft- EX SEWER 2% ST-11 FOR SLOPE 10 y PARAMETERS 655 TYPE '$BPI CURB & GUTTER W/ 4.5 WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. PHASE 1 STO )NAY Curve Table Curve # Length Radius Tangent Delta C3 31.53' 20.00" 20-12" 90*19159$" C4 31.30' 20.00* 19-88* 89*40201 C5 54.75" 35.00" 34.77' 89*37'49" C6 13.701 35-00" 6.94" 22*25135pp C7 197.16' 84.00" 200.241 134"29'00" C8 13.70' 35.00' 6.941 22"25135" C9 38.46' 35.00' 21.43' 62'057"5211 C10 188.02" 42.00" 53.28" 256°30'02" Cii 7.09* 30-00' 3.56* 13 °32'10" C12 31.42" 20-00" 20-00" 901000"00" C13 31.42" 20-00' 20.00" 90,000,00" Ld > rq EX M H TO BE REMOVED 18 REMOVE tx SEWER MAIN AND LATERALS BETWEEN MANHOLES 19 95 CX F� CONSTRUCTION NOTES M CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. INSTALL STREET NAME SIGN PER CITY STANDARDS. CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST-3. R1 -m-1 "rIIIIIIIIIIIIIo CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE '$As$. M CONSTRUCT WIDE CROSS- GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA 0 UNDER CROSS-GUTTERS AND A MINIMUM OF 1" EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 11) - CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD, DWG. NO. D-14 SEWER MAIN OMITTED STORM DRAIN MAIN M CONSTRUCT 16" STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. EXISTING STORM DRAIN ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. [] RELOCATE POWER POLES - COORDINATE WITH UTILITY OWNER. 1O SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER. UD INSTALL W-31 (CA) SIGN NTH OM4-3 MARKER. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT. fto CONSTRUCT 20" WIDE DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. f 1- 31 CONSTRUCT 38' WIDE DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. ""WIIIIIIIIIII` INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1 -m-1 "rIIIIIIIIIIIIIo INSTALL R1 -1 STOP SIGN W/ STOP BAR. _c> INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. _<2)- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG- ST -14. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. - RIGHT-OF-WAY > bi SEWER MAIN - -- - Dom- -- -- STORM DRAIN MAIN V_ EXISTING SEWER 0 N 0j + EXISTING STORM DRAIN di ih EXISTING EDGE OF PAVEMENT 0 I M 10=1 PHASE LINE I CONSTRUCT 0.20" A.C. PAVING OVER + cn + 1q_ LO 0.66" CRUSHED AGGREGATE BASE OVER 1.009 NAT. GRD. Cii.,RPA L LAD U LAN t= COMPACTED TO 95% MAX. DENSITY 5759 TI 4.5 R =14 4. CONSTRUCT 0.20' A.C. PAVING OVER ON CURVE 0.66' CRUSHED AGGREGATE BASE OVER 1.00' N AT. GRD. 00 00- 0 CN COMPACTED TO 95% MAX. DENSITY 100 n 106 a_ r 1 Izf U 00 11=4.5 R=1 4 0 Ln n rn to rn 0 rw� o bi C6 m co , C6 LO HORIZONTAL: 1 "--50" C5 4 CD Ln r. n VERTICAL. C AL: 1 2' + o rn + + 1-0 00 + n 0) __j o + + ................ 360 360. •....•.•••..••••..•....••..••.. I .......................................................................................... 0 0 0 0 0 a f 0 0 9 a a 0 a _� _+_ 0 0 E _X1 5 TJN G. G8 0 UIVD. P. R-Of -It E .......... .............. • 0 AT NORTH FLOKINE • 0 DESIGN PL PROFILE aft"go-I 0358 a 0 0 a a 2.5% . . . . . . . . . • 0 • • 0 0 • 0 0 0 0 0 0 0 0 0 0 0 0 0 358 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 • 0 0 0, 'o I-lo, 0 a 0 0 a 0 0 0 liesillililill . 5% 0.2- 0 0 0 0 0 0 a • -0-goA�,01007 • 0 a • a To 0 0 0 0 DL.-,51CN FL 0 K 1A IE PR OFIL E 0 a 0 *356 0 0 0 + 0 5 0 *Aftft a 111�mowllllllo --8+50.25%. 0 0 0 0 a a 0 a 0 a a • 0 0 0 0 a a • • • 0 • 0 • • 0 • 0 0 0 • 0 • 0 • 0 • • 0 • 0 • 0 a • • • 0 • • a • • 356 g • • • • • • 0 0 • a • • • • • • • • a 0 6 0 a 0 0 0 • 0 0 o . . 0 a • • a 0 0 0 0 0 0 0 0 • 0 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • 0 • 0 0 • • • • • • • • • • • • • • • a • • • • a a 0 0 • • • a 0 0 0 • • 0 • d. 0 0 • • 0 0 0 0 a 0 • • • # 0 a 6 a a 0 0 a 0 0 41 0 0 0 a 0 0 a 0 354 0 0 0 0 0 0 0 0 0 0 0 0 • 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 • 0 • 0 0 0 0 0 0 0 0 0 • IF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 w 0 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 NORTH F LOWLI N E PROFILE n IN -- N C-4 Fes Ln Zap g wf`- in nm Ln n n ki D "t + ::E PO PO rl-- cf) 00 > bi cy) 04 0 00 Q V_ o 0 N 0j + U U 1 , ' 1' 0 I + \ 1 , 1 U-) rn * co `g5 co ry 0 w (.0 ry w ry cn IN .94- F- m z_ 04 01 0 cl- I 360.. 0) LU 2 as 41410960 684646 sees 00 360 LO n U-) 04 n U m re) U bi U r'� M Nf w ..: • f Z 0 W1_ INE PR Of -14 E a a 9 VJ • 358 • • 0 • • 0 • 0 • a • • • • 0 0 0 • 0 • • • • 0 0 358 • • 0.27'Yo_,, • • a 0 • 0 • • 0 0 • • a 0 • • 0 0 0 0 0 • a 0 a a • 356 • 074; V4 TING • GROUND PROFIL-E ........ m 356 • UO) AT SOUTH FLOWLINE 0 .1 . :2 n 354 00 + • 10 • • • C5 354 4 00 10+00 11+00 12+00 NORTH E OWHINE PROFILE 00 + in N L 00 n 31.30 Zp r�,ON 0) bin CURVE + M > + n 0 _r W100 + 00 0 ujc� oo 0 L0 Ln Q0 ro ci + z 6 CD +0- 00! � w + T_ 360 .... m ................. 0 • • 360 *see • DZ516N 358 a FL �t�t�LINE *%PROf -14f • 0 000 • see • ego • 358 • -0.25% -6-24% gog] 11111 a 0 .......... *so . . . . 356 'o go* 9 Igoe a a 0 0 5XIS-TING - G-ROVND PR Of olL -E ........ 0 356 AT SOUTH FLOWLINE 354 * ..... ............................... 0 354 . . . Z• 10+00 11+00 12+00 . . . . . . . . • • �ni ITH Fin i PR FI1 IT ON CURVE 0.66' CRUSHED AGGREGATE BASE OVER 1.00' N AT. GRD. 00 00- 0 CN COMPACTED TO 95% MAX. DENSITY 100 n 106 a_ r 1 Izf U 00 11=4.5 R=1 4 0 Ln n rn to rn 0 rw� o bi C6 m co , C6 LO HORIZONTAL: 1 "--50" C5 4 CD Ln r. n VERTICAL. C AL: 1 2' + o rn + + 1-0 00 + n 0) __j o + + ................ 360 360. •....•.•••..••••..•....••..••.. I .......................................................................................... 0 0 0 0 0 a f 0 0 9 a a 0 a _� _+_ 0 0 E _X1 5 TJN G. G8 0 UIVD. P. R-Of -It E .......... .............. • 0 AT NORTH FLOKINE • 0 DESIGN PL PROFILE aft"go-I 0358 a 0 0 a a 2.5% . . . . . . . . . • 0 • • 0 0 • 0 0 0 0 0 0 0 0 0 0 0 0 0 358 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 • 0 0 0, 'o I-lo, 0 a 0 0 a 0 0 0 liesillililill . 5% 0.2- 0 0 0 0 0 0 a • -0-goA�,01007 • 0 a • a To 0 0 0 0 DL.-,51CN FL 0 K 1A IE PR OFIL E 0 a 0 *356 0 0 0 + 0 5 0 *Aftft a 111�mowllllllo --8+50.25%. 0 0 0 0 a a 0 a 0 a a • 0 0 0 0 a a • • • 0 • 0 • • 0 • 0 0 0 • 0 • 0 • 0 • • 0 • 0 • 0 a • • • 0 • • a • • 356 g • • • • • • 0 0 • a • • • • • • • • a 0 6 0 a 0 0 0 • 0 0 o . . 0 a • • a 0 0 0 0 0 0 0 0 • 0 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • 0 • 0 0 • • • • • • • • • • • • • • • a • • • • a a 0 0 • • • a 0 0 0 • • 0 • d. 0 0 • • 0 0 0 0 a 0 • • • # 0 a 6 a a 0 0 a 0 0 41 0 0 0 a 0 0 a 0 354 0 0 0 0 0 0 0 0 0 0 0 0 • 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 • 0 • 0 0 0 0 0 0 0 0 0 • IF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 w 0 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 NORTH F LOWLI N E PROFILE O Zap g 31.42" 31.42' I ki D "t z QL cf) 00 Uj cf) ON CURVE ON CURVE 0 00 Q V_ % I I I = U U 1 , ' 1' 0 I lq4- \ 1 , 1 U-) rn * co U U Ld W co ry 0 w (.0 ry w ry cn IN .94- F- m T7 00 n 04 01 0 cl- I _r IDENTICAL POINT 0) LU 2 ON CURVE 0.66' CRUSHED AGGREGATE BASE OVER 1.00' N AT. GRD. 00 00- 0 CN COMPACTED TO 95% MAX. DENSITY 100 n 106 a_ r 1 Izf U 00 11=4.5 R=1 4 0 Ln n rn to rn 0 rw� o bi C6 m co , C6 LO HORIZONTAL: 1 "--50" C5 4 CD Ln r. n VERTICAL. C AL: 1 2' + o rn + + 1-0 00 + n 0) __j o + + ................ 360 360. •....•.•••..••••..•....••..••.. I .......................................................................................... 0 0 0 0 0 a f 0 0 9 a a 0 a _� _+_ 0 0 E _X1 5 TJN G. G8 0 UIVD. P. R-Of -It E .......... .............. • 0 AT NORTH FLOKINE • 0 DESIGN PL PROFILE aft"go-I 0358 a 0 0 a a 2.5% . . . . . . . . . • 0 • • 0 0 • 0 0 0 0 0 0 0 0 0 0 0 0 0 358 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 • 0 0 0, 'o I-lo, 0 a 0 0 a 0 0 0 liesillililill . 5% 0.2- 0 0 0 0 0 0 a • -0-goA�,01007 • 0 a • a To 0 0 0 0 DL.-,51CN FL 0 K 1A IE PR OFIL E 0 a 0 *356 0 0 0 + 0 5 0 *Aftft a 111�mowllllllo --8+50.25%. 0 0 0 0 a a 0 a 0 a a • 0 0 0 0 a a • • • 0 • 0 • • 0 • 0 0 0 • 0 • 0 • 0 • • 0 • 0 • 0 a • • • 0 • • a • • 356 g • • • • • • 0 0 • a • • • • • • • • a 0 6 0 a 0 0 0 • 0 0 o . . 0 a • • a 0 0 0 0 0 0 0 0 • 0 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • 0 • 0 0 • • • • • • • • • • • • • • • a • • • • a a 0 0 • • • a 0 0 0 • • 0 • d. 0 0 • • 0 0 0 0 a 0 • • • # 0 a 6 a a 0 0 a 0 0 41 0 0 0 a 0 0 a 0 354 0 0 0 0 0 0 0 0 0 0 0 0 • 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 • 0 • 0 0 0 0 0 0 0 0 0 • IF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 w 0 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 NORTH F LOWLI N E PROFILE cb 0 rn M I cb Ix < mt D - 0 z 00 U w 0 Z < _j W w (30 J w (D 0c, ch (0 LL. 04 Ir LAJ 4* Mi 0 04 IN I I (0 z � o 4 i 5 Zap g 31.42" 31.42' I ki z QL cf) j Uj cf) ON CURVE ON CURVE Z w Q z 2 = U U r11._ 0 I lq4- rVe n U-) rn * co U U Ld W co ry 0 w (.0 ry w ry cn IN .94- F- m T7 00 n n I r"' c6 0 cl- I _r IDENTICAL POINT 0) LU 2 as n LO n U-) 04 n U m re) U bi U r'� M Nf w ..: (0 �7 . r11__ 9L S VJ c6 %- n oo vo) c6 m UO) a) PO 0 .1 . :2 n 00 + C5 4 00 n n + 00 + 00 + > 0 + + 00 00 oo 0 ci + +0- 00! LL LL + . . . . . . . . 360 . . . Z• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • * • . . . • . . . . . . . . . . • • LLJ* 1-0o, 0 0 1-110 0 0 0 0 0 0 40 0 0 6 a 0 a 0 0 a • • 0 0 _01 TIN.,� G800ND. P ) O.FIJ-E- • 0 • 6. 0 a.. • • • 0 • 0 • • • 00 • • 00 0 • 0. a • • .00 0 00* 0 0 see .00 0 04. • *00 • .00 AT SOUTH FLOKINE 0 0 0 0 f -XIS T.IN C GROUND . PROFILE 0 0 0 • 6 0 0 0 o o . . . . . . . 2-57o . . *358 . . . . . . 0 358 o 0 A T SOU TH. F-L .0 WL. INE. o go ... . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . a 9 a a 0 0 0 0 a a a '100, 0 0 +0020% 0 0 a a 0 0 0 a 0 Aww avocr- 5% • 0 III 0 0 000 a 0 as* 0 0 0 0 111IM11.0.0-oggI 0 1 0 0 0 16 * & * 11 11-1 , 1! ;oggs. Igggg, .. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 oDE516N FLOWLINE RROFILE. 0 0 0 0 • • • • +oO.207o 0 +0.2-_0 0 27%• a 0 0 0 a 0 0 0 • , - - 0 0 1 a • a • • 0 • • • • 0 *356 • • • • 0 a 0 356 9 0 0 a 0 • 0 • • • * • 0 • • • .07, • • • • • 9-0 -0 7-0 a w a • • • • • • • 0 0 9 0 • • • • • • • • • • -,- _ -z- • a • • • • a • 0 • • • a • a- • • Is • • a • • • • a 0 • 9 • • • • • • • • 0 • • 6 • • • • • 9 0 0 0 0 • • a • • • • • • • • 9 0 a a a 0 0 0 • • • • • • • a • • 0 • • • 0 0 0 0 0 a a 0 0 0 0 0 a a 0 0 0 a a a 9 a 0 0 0 e a a 0 a 0 0 a • • • • • • • • • • • • • a a 0 0 0 0 a a 0 0 a a 9 0 0 a 0 0 0 0 9 0 a 9 0 a 9 0 0 a 0 a a 0 a a 0 a 0 0 0 a 0 a a a 0 a 0 a 0 0 0 a 0 0 a 0 a 8 0 0 0 0 0 a 0 0 a 0 0 0 0 0 0 o a 0 a a 0 0 a 8 0 0 0 0 0 a a a 9 a a 0 0 a a 0 a 0 0 0 0 0 0 a a 0 a 0 a a 6 a 0 0 a a 0 a a 0 a 0 9 0 0 0 0 0 0 0 a a a C� A • 354........... • a a 9+ a 00 a 0 0 0 0 0 a 10+00 11+00 12+00 13+ 00 14+ 00 15+ 00 16+00 17+00 18+00 19+00 SOUTH ELO WLINE PROFILE -7 cb 0 rn M I cb Ix < mt D - 0 z 00 U w 0 Z < _j W w (30 J w (D 0c, ch (0 LL. 04 Ir LAJ 4* Mi 0 04 IN I I (0 z � o 4 i 5 }mm m Zap g q< I ki z }mm m Zap q< I �j z QL cf) j Uj cf) 0 < Z w Q z 2 = U W ed > 0 Ljj wm L No w 0) LU 2 LLJ :cw WQ 0- 9L S VJ co Zap q< I �j z QL cf) j Uj cf) 0 < Z w Q � = U W ed > 0 wm L No 0) LU 2 :cw WQ 9L S VJ � a R/W 30, C VARIES 10' 20' 20' Radius Tangent - r2' TYP. *27o��N. 20.00' *27 �tN- 90000'00" C15 31.42' 20.00' 20.00' 901000'00" MI zxcm Is ro 27.13' 35.00' 14.29' GRADE LiNE� '—SEE PLAN VIEW FOR STRUCTURAL SECTIONS 6d' RIGHT —OF —WAY � TYPICAL LOCAL STREET SECTION NOT TO SCALE TRACT 6553 IMPROVEMENTS UNDER CONSTRUCTION L f r c c c c i z 0 w m 00 O) 0) R/W 10' A...- SEE C.O.B. STD. DWG. 27 ST -11 FOR SLOPE PARAMETERS 6" TYPE "B" CURB & GUTTER W% 4.5 WIDE SIDEWALK �-- COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6 MIN. TO 90% MAX. DENSITY. zw Ln w 0 a— Q O J LL N 0 MR 0 00 N cn 00 0 rn Curve Table Curve # Length Radius Tangent Delta C14 31.42' 20.00' 20.00' 90000'00" C15 31.42' 20.00' 20.00' 901000'00" C16 27.13' 35.00' 14.29' 44'24'55" C17 197.05' 42.00' 42.57' 268 °49'50" C18 27.13' 35.00' 14.29' 44 °24'55„ C19 31.42' 20.00' 20.00' 90 1100'00" C20 31.42' 20.00' 20.00' 90 °00'00" ri 10%0c � P C) M E R A CONSTRUCT 0.20' A.C. PAVING OVER 0.66' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRO. COMPACTED TO 95% MAX. DENSITY 11=4.5 R =14 CONSTRUCTION NOTES Q CONSTRUCT 6" CURB & CUTTER PER C.O.B. STD. DWG. ST -1. Q CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "A'. 4 CONSTRUCT WIDE CROSS — GUTTER PER C.O.B. STD. DWG. S -35. (CONTRACTOR SHALL. COMPACT AREA 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 OMITTED Q7 CONSTRUCT 16' STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. 8 ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. F9_1 RELOCATE POWER POLES — COORDINATE WITH UTILITY OWNER. 10 SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER. 11 INSTALL W--31 CA SIGN NTH OM4 -3 MARKER. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT. Q �w w Q= ry cn m cn jil I ww =w 10 I� n Z I 3 T _N_ HORIZONTAL: 1"'..0-50 VERTICAL: 1 " =2' I-- 3:111 Li Q= ry cn m W W = W cn c c L c C c I S89'03'1 2"E 240.87' 31.42' 31.42' ON CURVE ON CURVE ry 1 (.0 Of I N cr I Nf --v-- c') 00 U 0 U 0 UN INSTALL 5,80+0 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. -C-- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. iLn EXISTING SURVEY MONUMENT — PROTECT IN PLACE. — a ro po — -- --{v}- -- -- STORM DRAIN MAIN a� EXISTING SEWER 'rn 00 �? f.� o cn M 10�11 00 Ac N W J 0 C0 e� L0 0 00 . f0 �' 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST --13. q INSTALL STREET NAME SIGN PER CITY STANDARDS. --v-- INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1 -1--o- INSTALL R1 -1 STOP SIGN W/ STOP BAR. -cam- INSTALL 5,80+0 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. -C-- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. O EXISTING SURVEY MONUMENT — PROTECT IN PLACE. — RIGHT—OF—WAY --- - SEWER MAIN — -- --{v}- -- -- STORM DRAIN MAIN - +10 EXISTING SEWER 'rn EXISTING STORM DRAIN f.� EXISTING EDGE OF PAVEMENT cn M 10�11 PHASE LINE 11Um 0 U q c m0 Of I Q0 O� U I 00 � 0 m Ul ff) N ,' Ul N r' + Q0 00PO NLn Q - +10 Q0 'rn 3: W co cn Ac N W J 0 (D e� L0 0 00 . �' U 0 n Icn � N N co J ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. LL 0 . . . . . . . . . . . . . . . . . a 0 • • • • • • r • • • • • • • • • r • a • • • • s r • • • • • . • • • • • • • s • • • • • • • • • 3 6 0 36 0 a 0 0 0 a a 0 0 0 0 0 0 0 0 a . . . , • a - • ' ' ' . . . EXISTZNC GROUND :PRof /4f . . . . . . . . . • . . . . . . . • � t . • A T NOR TH. FL 0W411VE EXIT /N OROND PROFILE _ . . �- ' 358 358 as 00 0 a 0 0 0 0 a s 0 0 0 a 0 a A T NORTH EL- OWL INE 1 +0,25%. • • • • • • • • • • • • • s • . ! • • • . a �- • • • • +0-20% • • • • • • s • • • • • • • r • • • s s • • • • • • • • • • • s • • • • • • �..r•"' s �++ �� !may • e • s • • • • • • • s • s • • • • s • • • • • • • • • • • • • • • r • • • • - mss. • • �_ • • • • • • • • • • • e • � �r. �•� • • • • • • • • • a • • • • • • • • •� . ♦ • • • • . • • . . . • . • • . • • •• •• • • • • • a • a r • s • • • • • • • • • • • • • • • ■ • • • • • • • 356 I • ! L-S fL N. % L./ X / L I(r A W 11 - • a • - - • - - r • • • • • • - • r 3 • • • • • • • a� ' 0•�g • • • • • • • • • r 6 _ • 0 _w_ a.— • t s • • • • O • • 72 0� • • • • r • • s • • . • s • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • OeSfON FL 0 W IN, Pfd Of L . ! t a . t • • t s . t . • 354 354 • • • • a • • • . • • • • • • • • - • • • • • • • . • • • • • • • • . • • • • • • • • • • • • a • • • • a • • . • • • • • • • • • a . • • f • • • • • . • • • . • • • r • • • • s a • . • . • . • • • • . • . • • • • • . • . • s r • • • • • • • r • • . • • a • • • . • • • . • • • • • • . • . • • • • • ♦ • • • • • • • • • 10+00 11+00 12+00 13+00 14+00 15+00 16+00 NinRTH R nwi INF PROFILE 31.42' 31.42' i z M 0 m fi4 79, (90 ON CURVE ON CURVE IDENTICAL POINT z c � rc0 P-0r (y 0 UU`— 0m(0 am� o f CO in L0 U 11 L cc � III- we f }� n .�� Z�< Q 0_ W 3: W Z a' 0 Ac N W L 0 (D e� L0 0 00 . �' CM ��-- Pe) � �i N Ln 0 + + 0 N4 N c10 00 + 00 0-� + 0) 0 + J J -1 � �- L� .� LL � F— Li V LL pm CL • • • • some • • s • • 3 6 O 360 as s • • • • • s • • • • • • • • r • • • • r • • • • • • • • • • • • • s • . • • • s • • • • • • • • • • • • • • • s • • • • as • • • • • • of • • t • • e • • • • • • • as • • s • w a . ' . • . • • • a a 6 a l • • • f • • • . • • - • • a 9 a 0 a 0 0 a a 0 a a 9 0 a 0 0 • • a a a a 0 a a 0 a 0 0 0 0 0 a *358 358 • • • • • • • • • • a • • • • • • s • • • s • • • • s s • • • • • • • • • • • s • s • • • s s • • s • s • • s � s^. •—T • ' e— • • s s t • • s • • s s • s • • . - • • • . • • . a a ' . • a • ' --- — "_ "� j5 + . " �. L5l • • . • • • i • • • . • . • a a EX /STING . GROUND PROFILE . ' a • � V . • • • • • • a•..••...•••a.•••.. .•••ar•..••..•..••.•. ••a..•ATSOU* THaFL0KINEa.a.•aa• � 6/ • • • • • • • • • • • • • • •rr� �'� ! aye • • • • • • • • • • • • • f . • . • 6 9 a a 0 356 ..•,._. ••aa ••••• a a a V'o a 0-0 —0 0-0 —0 +G.w7q-_. _ ....- 0.02 _.. - --- 0 no�dj►r DESIGN- FL O1 LINE P '"t FILE. , . . . . a • . • 0 a a DESIGN fL- OL/NE PROX.. ILE a a a t r r • • • • i • • • • i • • • f • a a a . 0 0 0 r f . . • • • • • • s • • • • • • • -354 • • • • • 3 5 4 • a a • a a • • a a • • t a s • • . • • a • a . • a • . • • s e • • • • • a a • • . • • s a • • • • • s t • a • s a s a a • . • s a • • s • • • a s • • a a • . a . • • • . s • a • • s a a a • a • s a • . • • a • a • a • • • • a • a • • • • . a • • • • • • a . • • • s e • • • • 10+00 11+0_0 12+00 13+00 14+00 15+00 16+00 17+00 1 19+00 20+00 c" CD 0 00 z LL_ f �• :3 W w 00 �. /7 W 0 0� W Y d- � r © N N I .- (0 O m } m m 8 W6 v � U 0 di r to r a 61 4c soc -4c CO Q 1 11 L cc U) III- we cr)t Uj Z�< Q 0_ W 3: W Z a' 0 Ac W W ix 0 2 i0r.Na CM ��-- 0-� V � F— cC V pm CL w w w � w 1 61 t +F• IMP! CO Q 1 11 L cc T III- we cr)t Uj Z�< Q >m W 3: W Z a' 0 Ac > ix 0 2 i0r.Na CM t +F• Uj cc III- we cr)t CONSTRUCTION NOTES Ell D D D a F61 0 a 591 F101 CONSTRUCT 6" CURB & GUTTER PER C.Q.B. STD. DWG. ST -1. CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. CONSTRUCT WfHEELCH AIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "A". CONSTRUCT WIDE CROSS - GUTTER PER C.O.B. STD. DWG. S -35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS- GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 19) CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D -14 OMITTED CONSTRUCT 16' STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. RELOCATE POWER POLES - COORDINATE WITH UTILITY OWNER. SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. to r` -N1- N HORIZONTAL: 1"_50 I VERTICAL' 1 _ 2' ' _ 100' VERTICAL CURVE I I z C11 d 00 00 u + -I CD �LL co m I U_ C CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.Q.B. STD. DWG. ST -13. `-0 INSTALL STREET NAME SIGN PER CITY STANDARDS. --v- INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1 -1 INSTALL R1--1 STOP SIGN W/ STOP BAR. -C�- INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. -a- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. - -- RIGHT-OF-WAY -Q- SEWER MAIN -- -- --- -- - STORM DRAIN MAIN -5 - EXISTING SEWER °-- EXISTING STORM DRAIN �(� ,� EXISTING EDGE OF PAVEMENT PHASES 3 &4 Z t!) N N cfl O c� �" U oo II ' lU U 00 E IU-U fl I U U I o I z � � -q- II �I rn Ln M �MM O �C t� � REE I Wz W CO W C' i > 0)0 +ry I, II d"- m R/W CA R/W 31.42' 31.42' ON CURVE ON CURVE EL `-0 r• Do "�' 00 � t� (0 UU 00-0 �� + ct� W 00 ' LO o L ro n ro CONSTRUCT 0.20 A.C. PAVING OVER r` J 35.00' cs; N N' ,.� r LO + �..� n CO + �(� ,� 0°- ,� T. ,�, 27.13' - N ry 14.29' 0.66' CRUSHED AGGREGATE BASE OVER 1.009 NAT. GRD. 31.42' 20.00' 20.00' 90 1100'00" C27 31.42' 20.00' 20.00' � ,,� � 35.00' + � 44'24'55" C29 COMPACTED TO 95% MAX. DENSITY 42.00' 42.87' 288 °49'50" c� {? o � + o 44'24'56" IF PHASES 3 AND 4 ARE NOT - . . - �- • -CONSTRUCTED • SIMULTANEOUSLY, - • • • • • • • • • • • . • . • • • • . . • • • • • a . • • . • t • a • • a . • • • a TI-4.5 R =14 360 • • : CONTRACTOR TO GRADE A SW. ALE : : : : _J • t-- J �- • 3 5 4 . • • • . • • • . • • . • • • • • . . • . • • . • . . J �- • • • • • • • • . • 360 • . • PHASE • 3 -TO" CATCH . ASIN • • . • • • • • • • . • . . • . • • . • . . . . • • • 0 358 • • . . . • • • . . . . . 0 • • • • • • . . . . . . . . . • • • • • • . • a . • • • • . . . • . . • . . 0 • • . • . a • • a • . • • • . . . . • • . as on . . . . . . . . . . 0 a 0 0 • • • • . . • • • L S TIN G • OROUND PROf k E • • • • • • • • t • • • • . • . • . • . . • • • . . . . 0 a e 0 • • • • . • • • t • • • • • . • . . 0358 • • • 31.42' 31.42' FORTH FLOWLINE PROFILE . a ON CURVE ON CURVE A T- NORTH FLOKINF . 11�.�� U`- d- m t t `�: • . • • . . . . . . . . • - . - . . . • . . . • . . . • . . . R . . . . . . . . . . . . . . . . • • . • . . • • . a • • • • • • . • a . • • . . • - • • - • - • . • • t . • . • • • • • . • • • - • �� �.1 • _.� -f� ,rr.r • . • w 4-.- + r-) • • 356 0 [L • . . R • . s • 1cr_ . • • �,,.r • • r • • • • • 56 W W M I I I I �. . . . . . . . . . . . NOTE. . . . • • • • • • . ■ • . . a . . • . . DESf�• FLOt�YLII�IE 'ROf_ILE - ! IF' PHASES '3` AND 4 ' ARE ` NOT` • • • • . . . t . CONSTRUCTED S! U LTA KEOU SLY • • 354 • .ter -- r 1 _ a/ x +1.43% • • • . • • • • • • • • • • CONTRACTOR TO GRADE- A SWALE . - • - - - - - . FROM EDGE OF CONSTRUCTION OF : : w : • • • a a PHASE 3 TO CATCH BASIN #6- : : 0 352 • • • • • • • • w • • • • • • • • • • • • • r • • • • • • • • • • • - • • • • • 352 r 9+00 1 11+00 12+00 13+00 14+00 15+00 100' NORTH FLOWLINE PROFILE VERTICAL CURVE - z V) C i � _ �- d- cb w o mod- t� C� U > 00 11 0 0 o W 00 > > 0- d- UU co >_> 00 U > 0 > 0 c I W w � � Ln �= m U � m Ln r� m� W � Opp o O 0_ C - Ln oo �-0 C6 n C) o m W� > cfl � Cfl 00 co Pei r` w po J- 00 0 + 00� r- m 00 � CO o ' n IDENTICAL POINT c� -+- P6 a-� PO 00 + ° �cQ � rou �= PO + cn p - + 0 0 + o Or- ,. ,� + 36U J J r- � 11 • . • • • • • 360 • • • . • • • . r • . . • . . . • . . . • • . . . . . . . . . . . . . . . . . . . . • . . r . • . . . . . . . . . . . • • • • • • • • • • • • • • • • • • • • • • . • • • • • . • • • • • • • • • • • • • r • • • • • • • . • • • a • • • • . . • . • • • . . , . . . . . . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 . . EXISTING GROUND •PROFIL. E . . . . • • • • • • • • • • • • • • • • • • 358 0 0 0 . • • . . . 0 0 . 0 . . . • . . • . . . t • • • • A T SOUTH FL OWLINE - . . • • . . • • . . • • . • . . . . • . . . • ■ • a • . . . . • • . . . • • 0 0 0 0 0 0 0 • • • • • • • • • • • • • . a • • •3 5 8 6 . . • 0 . • - • a • . . • a . • • 6 a . • . . • . . • . . . • • 0 . • • . . . . . . . • • • • . . • • . . a . r • . • 0 0 0 0 0 0 f 0 0 . • • • • . • • • . • . . • . . . • . . . . . . . . . . . . . • . . • . . . . . ! . . . • • • • • • • . • • � �. ,�,,,�_ T Tom" • ���°� ^ter • 0 a 0 8 . . . . . . . . . . . . . • • • • � jr� + 0 0 . . • 356 ~- 6 ��� �• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 " 3 0 0 56 a 0 0 0 a 0 06;10111111 0 + 0. 20% a a a a a a 0 0 0 • . . • �'�� • '' . • • • • • • • • . • • • • • • • • • • • • -Ir �t • • • ■ • • • • • • • • • NOTE.: • • . • • • . • •..•.� �" -.•..• . ••. •......• . 1F'F'HtSES'3'AhfQ4'ARE-NOT. - DES1CN FL.OWL. &E PImOP.,IL ' ' . • ' . -- -r ..- . . ' ' • ' ' ' CONSTRUCTED SIMULTAKEOUSL.Y, I : 354 ' :- ,� t���° - + 1.43 CONTRACTOR TO GRADE- A SWALE - . . . . . . . . � 4 . • • . . . , . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FROM . . . FROM EDGE OF CONSTRUCTION OF . . . • . . . . . . . . . . . . . . . . . . . . . . . . • • • . . . . . . . . . . . . . . . . . • . . . . • PHASE 3 TO CATCH BASIN #6.0 : . . . . . . . . • • • • . . • a • • • • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : a • • 352 r • . • • f • • • s • • . • • • • • e...0 • • • • • . • • • • • . • • • • • • . • • • a . . • • • 4.0.0.0 on .0 be • • 352 9+00 1 11+00 12+00 13+00 14+00 15+00 SOUTH F PROFILE Wz W CO W C' i > 0)0 +ry I, II d"- m R/W CA R/W 31.42' 31.42' ON CURVE ON CURVE GRADE LINE • STRUCTURAL SECTIONS 60' RIGHT -OF -WAY TYPICAL LOCAL STREET SECTION NOT TO SCALE 11c NI- ar * SEE C.Q.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS "B" CURB & GUTTER WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. Curve Table EL m rK m r U ULoUt C21 UU m ct� W 6m ttj C co L ro n ro r.n u PO r r` 27.13' 35.00' 14.29' �-- C24 197.05' 42.00' 42.87' 268 °49'50" C25 27.13' 35.00' 14.29' 44'24'55" Ln GRADE LINE • STRUCTURAL SECTIONS 60' RIGHT -OF -WAY TYPICAL LOCAL STREET SECTION NOT TO SCALE 11c NI- ar * SEE C.Q.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS "B" CURB & GUTTER WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. Curve Table Curve # Length Radius Tangent Delta C21 31.42' 20.00' 20.00' 90 1000'00„ C22 31.42' 20.00' 20.00' 90 000'00" C23 27.13' 35.00' 14.29' 44 °24'55" C24 197.05' 42.00' 42.87' 268 °49'50" C25 27.13' 35.00' 14.29' 44'24'55" C26 31.42' 20.00' 20.00' 90 1100'00" C27 31.42' 20.00' 20.00' 90 000'00" C28 27.13' 35.00' 14.29' 44'24'55" C29 197.06' 42.00' 42.87' 288 °49'50" C30 27.13' 35.04' 14.29' 44'24'56" n 0 to PO 3 6 . . . . , . . . . t • • a • • • • . . . . • 360 • • ♦ • • . • . • . • • • a • • • • 0 • • • 0 41 . • 0 . . • . • . • E VyS T.y C - L �•sV U / y -• A C L.• L . • s • 1 {f • � • s • a . • . . . a . • A T NORTH FL OWLINE 358' a a 0 0 0 a a a 0 a 0 9 0 a 0 11 0 0 a a 0 0 6 0 0 0 6 0 a 0 a a 0 0 0 0 0 0 0 a a 0 0 0 0 0 0 0 0 0 0 a 0 a 40 0 0 0 0 0 0 0 0 9 0 0 a 0 a a 0 0 0 a a 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 358 0 0 • s • • • • • t • • • 1� a • �!� r i� • • 0 t • • • • • a • • • • • a • • • • • • -+• • • • • • 50% • • • • • • • • • • • • • • • • . • . • • • . • • • • • • • . • • • • • • • . • • • • • • • • • • • • • • • • • • • . • • s • • • • • • • s wesommi *MONO l,J � �.J I /a 56 ! • • a • • a • ! . • . • • . ! • • f • • • • • • • • . • a • • a r • . • • ! . • • . - DESIGN FL ONLINE PROFILE • • ! • • a . . . a } ! • • a • ! . • • • a . • i • a • - • • a • • • . ! • a a • ! r • a • . 356 • . • . • • a ! • ' . NO . . . . IF PHASES 3 AND 4 ARE NOT - . . • • • • • • -CONSTRUCTED • SIMULTANEOUSLY, - • • • • • • • • • • • . • . • • • • . . • • • • • a . • • . • t • a • • a . • • • a • • • a • . • • • . • • • • • . • • • • . • • • . a • : CONTRACTOR TO GRADE A SW. ALE : : : : : : : : : : : : : : : : 0 it 3 5 4 . U C T I Q. N OF • . FRO. M EDGE O F C QN S TR • • . • • • . • • . • • • • • . . • . • • . • . . • • • • • . a • • • . r • ! . • • r �_j %_j 4 • . • • . • • ' • • • . • . . • • PHASE • 3 -TO" CATCH . ASIN • • . • • • • • • • . • . . • . • • . • . . . . . . . . . . . . . . . . • • • • • • • 0 e 352 • • • • • • • • • • • • a . • • a • • • • . • • . • t • • a • . . . • . • . . • • • • • • • • • • • • • • • • • • • • • • • • . . • • • • • . t • • • . . • • • • • • • • • • . . • ! • • • • • • • • • • . • • . . • • • • • . • a • • • • • • • • • • • . • • • . a . • • . • . • • • • . . • a • • . • • • • • . • . • • • • • • • • • • . • • • • • • • • • • • • • • . . • • • . t • • • • • • • . • • • • • . • • • • • • • • . 352 13+00 14+00 . 15+00 16+00 17+00 18+00 19+00 31.42' 31.42' FORTH FLOWLINE PROFILE ON CURVE ON CURVE IDENTICAL POINT Ww� ro � rn� rn Of X00 ,s, c� 0 (00 (0 U � 11�.�� U`- d- m t t `�: Um o _ � w ro m c�i W 6 m- W(6 m w U r- �- rte. n 0 o W CV > � if7 Y) � 0 r� o c0 r rr'} co r" �- �- N (0 + r` N N L6 4-.- + r-) tom} [L a in 1cr_ 360............... 358 00 0 0 a 0 a 0 0 is 0 0 0 0 • • • • • • • . a • • . • • • • . . . . . • . . . . . . . . . . EXISTING GROUND PROFILE • - ((,j� jj�j(f - P.- - • . - - . . - - - - - • - • - - • 1f - . - a . . . . . . . . . . . . . . • . . • . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . +().50 +...t l-41-1 07 r • . • • • • • • . • • • • • . • . . • • • . • • . . . . • • • . • . . • • • • . • • w . • • . . • • • .. .w. . • . • . • . • • • • • . •_ _- _- -•- _ - _- • • • • • • f . . w • • • . . • • • • • • . . . • • • • • . • • . • • • . • .../ NOTE: . IF. PHASES -3- AND 4 • ARE - NOT. . • . . . . . . . . . . . CONSTRUCTED SIMULTANEOUSLY, . . . . 354 CONTRACTOR TO GRADE A SWALE . . . . . . . . . . . , . . - . . . _ . FROM EDGE OF CONSTRUCTION QF . PHASE 3 'TO CATCH BASIN #6 ` . . . • . . . . . . . . . . . . . . . • • 352 0 352 • • • • • • . . • . • • • • • • • • • • • • • . • • • • • . • ► • • r . • • . • . • • • • • . . . . • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 13+00 14+00 15+00 16+00 17+00 18+00 19+00 SOU TH FAO WLI N E PROFILE 0 N W W W U W � 1- 16 i W a mQ�4 VI z a W W V V W ©C1 [L 1cr_ W W M I I I I 9*39.29 1! 1b � .5 <111V CONSTRUCTION NOTES m CONSTRUCT 6" CURB & GUTTER PER C.O.B. SM. DWG. ST-1. CONSTRUCT 4.5" WIDE COMBINATION TYPE SIDEWALK PER SM. DWG. ST-3. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE 29ARI. F41 CONSTRUCT WIDE CROSS-GUTTER PER C.O.B. SM. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS-GUTTERS AND A MINIMUM OF 1" EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 11p) m CONSTRUCT TYPE W CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 F6_1 OMITTED 171 CONSTRUCT 16' STANDARD DRIVE APPROACH PER C.O.B. SM. DWG. ST-4. F-81 ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. F9_1 RELOCATE POWER POLES - COORDINATE WITH UTILITY OWNER. RE SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER. f Til INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT. 9 W ; 41101 C C (xj N- + c c C a Pr CS a c 360....E 358:... 356:... 354:.. 9+00 0) 00 0) _N_ Cj! HORIZONTAL: 1"=50' VERTICAL: 1 "=2' 0 ry CL N 0 LL_ 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. SM. DWG. ST-13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. INSTALL TRAFFIC SIGN PER CITY STANDARDS. VARIE:S R1 -1 INSTALL R1-1 STOP SIGN W/ STOP BAR. _C> INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. SM. DWG. ST-14. -<D- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. SM. DWG. ST-14. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. RIGHT-OF-WAY -s}- -- SEWER M AIN -0- STORM DRAIN MAIN 0- EXISTING SEWER EXISTING STORM DRAIN 1/1 EXISTING EDGE OF PAVEMENT M=l 1=1 � PHASE LINE n uj cn m LLJ < ry cn m ww I� ,I �I I �� I itL-Li Cr) L6 c1*4 cf) I z Ld :2 Ld 0 orf CL 31.42' 31.42' ON CURVE ON CURVE LO rK W (-) LO pr) Of T- (-) Ln ro rK V--- C) LLJ LO Q0 (3) Ln � I I cklf mo I Wd- 0 Of U R/W GRADE LINE CONSTRUCT 0.20' A.C. PAVING OVER 0.66" CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX., DENSITY 11=4.5 R =14 0 Ise 000000 0 0 0 a 01 *0 1 0 a 0 4 0 0 0360 41 0 • • a • • 0 0 a 0 0 0 • • • a 0 • 0 0 • 9 • a • • a • 0 • 0 • 0 • • a • • a • • a 0 a a a • • 0 a a • a 0 .358 • • • • • • a 0 • • • • • a • a • 0 • 0 0 • • • • • 0 a a • • • • 0 0 • 0 • • • 0 • a • a • • • s a • 0 • a • • • • • • • 0 • • • • • • 0 0 • • • • 0 • • • • • • • a • • a • df LXISTINC. CROUND PRbF1Lf DjFSIGN FL 0 K IWE PROFILE A T NORTH F-LOWLINE 0 0 0 0 0356 • . • . • .', _ LYE / 00 lb IN mmommmi 0.20% • • . . . • • • a • • a • • • • • • • a • • • • • a • • • 0 41 • • • • • 0 • • • • a a • • • • 8 0 • 0 • 0 a • • • • 0 • • • • • a • • • a 0 • • • 0 • a a • 0 • • • • • • • • • • • '354 10+00 11+00 12+00 13+00 14+00 15+00 NORTH FLOWLINE PROFILE 31.42" 31.423 ON CURVE ON CURVE 100' VERTICAL CURVE I- m SOUTH FLOWLINE PROFILE C STRUCTURAL SECTIONS 60" RIGHT -OF -WAY TYPICAL LOCAL STREET SEC110N NOT TO SCALE EX SEWER ft CN _f R/W SEE C.O.B. SM. DWG. ST-11 FOR SLOPE PARAMETERS ---699 TYP� "B" CURB & GUTTER W/ 4.5 WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK {TYP.) 6" MIN. TO 90% M AX. DEN SI TY. Curve Table 0 0_r a_ 0 � I I cklf mo I Wd- 0 Of U Ln Cy Ln 0 cn cr_ 0 � Of L(I U C.4 0 0 > CN n (0 r-� 0 > n z LOU 0 �--> > 35.00' 14-291 44*24"55p" WLn LO Cc W vi M14 C35 ml,;4- W1 Lri mi 6 610 20.00' LUIZEO 90000,00" C37 N PO 20.00' ro ff 7) M U-) 00 LO co CD Ln Ln Ln w m Ln ffl 42-00" Lr) 0 + n 1_` co r__'. :�icn a- W 04 N 14.29' 00 N CN p 1, L6 rl-- U') 00 . co a") C%4 > .1 0 r--. crtn IDENTICAL + + + + + + + 0 -roff-) ro POINT 0 -10 ;1- Ln - 360 0 LAJ ce n is 0, LLJ CL • • • • • la- C8 cn 5 US 3-- .360 358 0 0 • 0 • • • a a 0 0 • • • • a • • • a • • • • • • • • • 0 • a • 0 0 • • • • • • ♦ • • • • • • • 0 0 • 0 A • 0 • a • 4 • 0 • • 0358 VIS TING GROUND IJI?OFILAE` r, th 0, CS/ GN- FL 0 K INf V_ w- ems- to sa- A T SOUTH. FL OWLINE PROFILE 356 3 56 0 0 0 41 0 • 0 0 0 41 0 • 0 0 0 0 • DL_SiCN FL 0 K1NZ4* PROflaLf- 0 0 0 a 0 0 _5700 A k 0 0 0 0 0 0 0 0 ... ............................ --... _,_, . ...r- -""" • • ~- -� �... . 600.!�N 't-501 0 "354 354 . . . . . . . . . . . . . . . . . . . 9+00 10+00 11+00 12+00 13+00 14+00 15+00 SOUTH FLOWLINE PROFILE C STRUCTURAL SECTIONS 60" RIGHT -OF -WAY TYPICAL LOCAL STREET SEC110N NOT TO SCALE EX SEWER ft CN _f R/W SEE C.O.B. SM. DWG. ST-11 FOR SLOPE PARAMETERS ---699 TYP� "B" CURB & GUTTER W/ 4.5 WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK {TYP.) 6" MIN. TO 90% M AX. DEN SI TY. Curve Table Curve # I Length Radius Tangent Delta C31 31.42' 20.00" 20.00 1 90000'00" C32 31.42' 20.00' 20.00' 90000,00" C33 27.13' 35.00' 14-291 44*24"55p" C34 197.06' 42.00' 42-87' 268"49150" C35 27.13" 35.001 14.29' 44*24`552p C36 31.42* 20.00' 20.00$ 90000,00" C37 31.42' 20.00" 20.00' 90*00"009* C38 27.130 35.001 14.29' 44*24"55" C39 197.06" 42-00" 42.87" 268*49"50" C40 27.13' 35.00' 14.29' 44"24'55" TRACT 7222 PPAqP' A w U w 1 zcn<n 11 U cm I m 0 0 Of n LO o (0 0 ir.� n n X: I Lj Ln 0 Cc LO ff) Ln pe) (D 0 cr) > + CO r-- co r*-_ + a") NO No) CD 0 to + Lo of Q0 + + 00 3 6 0 358 35•..•••••••••••••6 • a • • • • • • • • • • • • • • 354. 14+00 15+00 NOTE: VERIFY EXISTING LOCATION-<, AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. co to 00 co co 0 n -7 V\,6, 0 0 0 0360 • a • • • • a 0 • 0 • *358 • • a • a • • 0 • • 6 • • • • • *356 • *354 DO 19+00 IDENTICAL POINT 360 ...••...••....•.••.•.•••. 0 0 a 0 0 0 a 0 0 0 0 0 0 . . . . . 0 a 0360 0 0 a do 0 0 • • • • a • • 0 • • a • • • 0 • 0 a • • a EXISTING C-ROUND L 0 0 1 11 " A T SOU TH TH FL-0 WL lk a *358 358 ♦ 0 0 0 0 0 0 0 • A • • . • 5 +0. +9,2 a a 0 I• GN f -L.OWL • -LE- a 1p a 0 • 356 a 9 Df,5 INZ_ PRof* E_ 356 • • • 0 • • • • • • . . • • . • • • . • a 0 0 a 0 0 0 354. 0 -v�o 0 a 0 41 0 0 0 a 0 a 0 6 a •354 0 0 0 • • • . . . . 0 • • • 0 • • • • . . . . . . . . . . . . • • 0 • . • 0 • . . . . . . 0 • • • . . . . 0 0 • & 0 0 13+00 14+00 15+00 16+00 17+00 18+00 19+00 SOUTH FLQWL.rI N E PROFILE mom z 0 Lj Ix C.> mw Z 1- = LU 1, 0 LAJ ce n is 0, LLJ CL la- C8 cn 5 US 3-- W ck: W w r, th V_ w- ems- to sa- CONSTRUCTION NOTES D D D D [i] F-61 D F81 Fg""l ri 0 mil CONSTRUCT 8" CURB & GUTTER PER C.U.B. STD. DWG. ST -1. CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST--3. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "A". CONSTRUCT WIDE CROSS -- GUTTER PER C.O.B. STD. DWG. S -35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS- GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1' CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D -14 OMITTED CONSTRUCT 16' STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. RELOCATE POWER POLES - COORDINATE WITH UTILITY OWNER. SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER. INSTALL W--31 (CA) SIGN WITH OM4- -3 MARKER. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT. I M U 1 .0l �x 69� .o Sr FL 9 +28.23 x� c� c c a N c + -I cn c U 0 n U 0 n coo N 358..... 356 • • 354• • • • • • . 352:...: 9 +00 IDENTICAL POINT c� CN c oo rric Lo Q + C� M C T HORIZONTAL: 1"=50' VERTICAL: 1 "= 2' N 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER D.O.B. STD. DWG. ST --13. INSTALL STREET NAME SIGN PER CITY STANDARDS. V ARIES _ -v- INSTALL TRAFFIC SIGN PER CITY STANDARDS. "'t -1--�- INSTALL R1-1 STOP SIGN W/ STOP BAR. -C�- INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. -- INSTALL 9,504 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST --14. 0 EXISTING SURVEY MONUMENT -- PROTECT IN PLACE. -�- - RIGHT -OF -WAY -- SEWER MAIN - --�--- STORM DRAIN MAIN -�- EXISTING SEDER =- EXISTING STORM DRAIN AI .-=-_ EXISTING EDGE OF PAVEMENT M PHASE LINE 42.87' 268 °49'50" z 27.13' W 14.29' 44 °24' 55" C46 W 20.00' 0 90 1000900" ry 31.42' n 20.00' 90 600'00" C48 x 35.00' W 44 °24'55" f a a � 14 F-I- Q d) 3: W [-- Q W W J(J-)Z CV W V) U r <C C OC F-- PH I �Tn P I A rz F= CN N pa tit � W V) U � EX SEWER 1 0 z W d- Ln 1 627 R/w GRADE LINE --1 Ott MAN V1 t W r UK STRUCTURAL SECTIONS 31.42' 31.42' ON CURVE ON CURVE 60' RIGHT -OF -WAY TYPICAL LOCAL STREET SECTION NOT TO SCALE R/W el�,- * SEE C.O.B. STD. DWG. ST--11 FOR SLOPE PARAMETERS --- 8" TYPE "B" CURB & GUTTER W/ 4.5 WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) fi" MIN. TO 90% MAX. DENSITY. HAS 7 HORIZONTAL: 11"=50' VERTICAL: 1 " =2' T- " Curve Table Curve # Length Radius Tangent Delta C41 31.42' 20.00' 20.00' 90 000'00" C42 31.42' 20.00' 20.00' 90 000'00" C43 27.13' 35.00' 14.29' 44 °24' 55" C44 197.06' 42.00' 42.87' 268 °49'50" C45 27.13' 35.00' 14.29' 44 °24' 55" C46 31.42' 20.00' 20.00' 90 1000900" C47 31.42' 20.00' 20.00' 90 600'00" C48 27.13' 35.00' 14.29' 44 °24'55" C49 197.06' 42.00' 42.87' 268'49'50" C50 27.13' 35.00' 14.29' 44'24955" x 1 F� f �I a �I �I � I ' FL 18 +00.18 c n in CONSTRUCT 0.20' A.D. PAVING OVER � 0 C � � o of � �-�` nl Cr � 0 oo CY '-� 0 oo Ly `O U N d- 0 U_ `�- U U-) U t0 � N 00- M a, z ' � m n V') W m r W p7 M p W 356 • • • • a • • 0 s W d' 0.85 CRUSHED AGGREGATE BASE OVER 1.00 NAT. GRD. � Ln Lo U n Ln ,l rn ►n "' u-) `n Ln M' Lo U � Ln �, � � N '� �' V) rn COMPACTED TO 95 MAX. DENSITY W 6 a a 0 a 0 a 0 a 0 0 0 0 0 o 0 0 0 • • • • • • O � � "� co r� 4.5 o • a • • • • • • • • . a a • �- �, r-Lo r_1 • o_ • • - 0.26 %. 0.26% . po .358 :356 :354 • • • • • • • • • • .26% e • ...:...:...:352 . - ................... a.. ••.3 8 • • • • • • • • . • • • • a • • • • • 0 0 0 0 0 0 0356 . . . . . . . . . . . . . . . . . . 356 • • • • s • • . , • • • • • • . • • • • • s . • s • • • • r s • . • • a • • • • • • • • • • . • • • • • . • . • . • • . • . • • . • . • • • • • 0 a 0 0 0 a a 0 :�E_XIS Tli.VG GRZ?UND P.R OFIL 0 0 0 . 0 • . 0 AT. SOUTH FL OWLINE 0 . 0 0 0 1. 0 0 0 0 *354 0 a 0 0 a 0 a a 0 a 0 a 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 3540 a -0. 257 • . • a . • • 5 • • • • • • • • • • • • • • • • • • • • • • • . • ! • • • a • • • s • • • • • • • • • • • . • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • DESIGN FL OGt/ NE PROFILE .-- 0.26 %. 0.26% • 352o • • • . • • a • . . • s s a • • . • . • • • • • • . • • • . • • • a • • . • s . . • . • • . • • • ! • • r . • • • • . . • . s • • • • • 4 o . s . • 352 9+00 1 11+00 12+00 13+00 SOUTH FLOWLINE PROFILE NOTE: VERIFY EXISTING LOCATION AND ELEVATION �. IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY C ES 31.42' + n N + 000 + + + NO .� (0 �., 00 ON CURVE --1 U "i uj U-) U '` i cn Lo U i W ;- _- � 358 • • • • • • Z W • • • • • • • • • • a • • • • • • • • r • • • • • • . . . • • • . • . • • • • • • • • • • . • • ► • • • • • ♦ • • • r • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . • . . . . . . . . . . . . . . . . . . . . . . . • EXIS' T/1 C C^RD11ND Pfc'Of f` . . . . . �t � ,n > K) m U 356 • • • • a • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • •j)/ • • • • • • • . • • • • • . • • • • . • • . • • • • • • • • • • • • • • • • • . • • • • . • . . • a • • • • s a • • • • • •356 • • • . • • • . • . • � c� =- � cv r� po Lo 00 9 0 0 0 a a 0 0 0 a 0 a 0 0 a e a a 0 0 a a 0 a 0 a 0 a 0 0 0 0 0 o 0 0 fir. + • • • • • • . • • • . • .�• • a • • • • . • • • • • • • • 354 • C;) r • • • • • • a • • • a • • • . • • a • . • • • s • f a • • • • • r • • • • . • . . • • • • • . a • . . • • ► • • . • • . . • a • • • • . • • . s • • :354 • • . 11 a a • a • • • • • • • • . a a • �- • . a • • a • 1'."'o a • • • DESIGN FL 0 M INE PROFILE r-Lo -%-0.20% • • o_ • • - 0.26 %. 0.26% . .0.26 • . • • 3 5 • 0 • . • • • . • • • • r 2 12+00 13+00 14+00 15+00 1 17+00 18+00 19+00 00 NORTH FLOWLINE PROFILE IDENTICAL POINT NOTE: VERIFY EXISTING LOCATION AND ELEVATION �. IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY C ES 31.42' 31.42' ON CURVE ON CURVE --1 U "i uj U-) U '` i cn ENGINEER IF` THERE ARE ANY DISCREPAN I a (n coI CD Of N iX as Crf 00 CK N M, 0 ry Lo U V_ U a- 6 m �-- c w - s- I ' d- U ff' °o --1 U "i uj U-) U '` i cn Lo U i W ;- _- � %4- U M (o i Q:� °- U (0 n _r o �t � ,n > K) m U � -q- Q ro pq � ` o � c� =- � cv r� po Lo 00 fir. + a, c� Vi + C;) 1 9 (10 + o r-Lo o_ tL N � � � N t0 � 00 � N .-- U � 358 • • . . • • W . • . • . • • . • • • • • • • • . . . . • a . . . . . . . • • . • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • . . . . • . . . • . . . . . . . • . . . . • . • . . • • . . . . • . • w . .358 • • • • • r • f . • • • • • • • • & o • • . w • • . o r s • • • o • • • • • • e EXISTING AROUND PROf1LE SOUTH f . /f- L /V/ j,/j / /L {_. 11V/L1�_ • • • • • • •' +' • . • • • • • • • • • • • • • • • s • • . • • • o e � r o ✓�i • • • • • • • . ^ti. �� a • • e r--._ ��, -Al a • • • • • • 6 o • • • • • • • • . • • • • • • . • • r • • s �. e 356 • • . • • • • • a • • • w • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • a • • • • • • • • a • • • • • • • • • • • • • • • • • . • • • • • • • • • • • ♦ • • • • • • • • . • • • • • • • • . • • • . • • • . • J • • • • • • • s j( a s . • + s . . • a . . • • • • • s • • . t • • • • • • • . • • • • . s ♦ • • . • • • • • . • . • • • • • • • • • • • • • • • s • • • • s • • • . • • • • • • • • . / •( . • • • • • • • • . • • • • • �.1� J� • . • • • • • • • • • • l i° • • . • • • • • • • • . • • o • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - • • • • • • • • 1•!!s • • • •� • • // • • • • • • • • • • • • • • • • 354 • • • • • s • • • • • s • • • • • • • • • • • • . • . s . • • r . s • • • �,. r""'i' rrr • • • • s • • • • • • • • • • • . DESIGN f L 0 K I/1 f Pf FIL E • s s . • a • . . • s • . • • • . . • s ♦ s • • . . s • . • s a • • t • • a . • • • . r • . • • • . s • • • • . • • • • . o • s • • • • • • • r • • • • . a . . . . • • • • • • • • t 3 5 4 • s • s • • . • • • • • • • • • • • • • • • • • • • • • • r • • • • • • • • • • • • . f t s • . • . • • • • • • s • • • • • • • • • • • t • • • r • • • • • • • • • • • • . • . • • • f . • • • • • • • • t • • . • • • • • • f • ! • • • • f • t • • • • • ♦ • • • • • • • • • • f • . • • • . i • • s • • • • • i .lO • +0.26/0 • • wry • • .0.26% s • • • • . • • • • • • • - • e . • t • r • • • • • • • • • • • • • s r • 352 : . . . : . . a o . . . : . . . : . . • a . . • : . . r o • t . a . . . o • • . : . • . : . . • : . . . : • t . : . . . a • . . a . . . : . . • : t . t : • t . a . . . : . • • : . . . o . . . a • . t a • • . (^r '/' \J : • • . : . . . a S G� 12+00 13+00 14+00 15+00 1 17+00 18+00 19+00 SOUTH FLOWLINE PROFILE ;";a, �- ;-L 6 m % Ww Q a �c U) 0 ZZE 1 9 o_ M 481 3 .-- U U d W Ck ° a. W W �. e WT upp 0 e••r CONSTRUCTION NOTES O Reel D F-51 561 D r-8-1 Q F1`01 11 Q �. 01 r� W W � W F Ld ry W W C/-) m i EX SEWER I W1 -7 w/ I OM1 -3 I I Z m CONSTRUCT 8" CURB tic CUTTER PER C.O.B. STD. DWG. ST -1. CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "A". CONSTRUCT WIDE CROSS - GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS - GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D -14 OMITTED CONSTRUCT 16' STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. RELOCATE POWER POLES - COORDINATE WITH UTILITY OWNER. SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER. INSTALL W--31 (DA) SIGN WITH OM4 -3 MARKER. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT. c c d PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.C.B. STD. DWG. ST -13. Length INSTALL STREET NAME SIGN PER CITY STANDARDS. -v- INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1 -1-a- INSTALL R1 -1 STOP SIGN W% STOP BAR. -c�- INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. -(D- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. -- - -- RIGHT --OF -WAY -- SEWER MAIN - -- -(�„}- - - STORM DRAIN MAIN 90000'00" EXISTING SEWER -- -�°---°- EXISTING STORM DRAIN ON CURVE EXISTING EDGE OF PAVEMENT r PHASE LINE 300. \Uj 14+95.90 I i i i r �w Li Q= wW °w I cn PHASESS &7 HORIZONTAL: 1 " =50' i L EAST FLOWLINE PROFILE R/w 'VARIES C GRADE LINE STRUCTURAL SECTIONS 60 RIGHT-OF-,m-WAY TYPICAL LOCAL STREET SEC11ON NOT TO SCALE R/W * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS ,---5" TYPE "B" CURB & GUTTER W/ 4.5 WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. U U U U U m W 0 0 O � O O 0 O p D D D � p D it O cp d- In co � O+ N N'7 + LO (.0 TRACT 7222 TRACT 7222 PHASE 5 � _F � � �_ PHASE 3 oo�-- O I i 3 11 0 3 3 I EX SEWER - -c1q CD � N00'S6'48 "E 2 11 300.00' 12 � IyQQS "�._ 2§Q,..OQ 14 2 15 � 1 fi +QO � feel 10+ 0 1 2 � -cm - - I S I --- 11 � Q 11 - - o WWI Q N _I 3 Q 1� N 00 d. � -+ - 5 T 5 N � C:) T Q'� � TRACT 7222 o U w � � o w Q � 3:111 W PHASE 6 + m �� W � m � w w Q= o o tf)w °o o °W o W � Z �(n co c°o O= o o Q� o ry W N ° W M `� � W QW acf) Jcf) W m 31.42' ON CURVE au m W LO ,�•� Q r 0 d- Q CONSTRUCT 0.20' A.C. PAVING OVER 0.88' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 31.42 31.42 TI � 4.5 R =14 ON CURVE ON CURVE Of � � � aw *- (0 0 L0 L U� cz � 16 w to m c0 W O (.0 Lo LO LO U-) Ln � In n PO 0 n W i 6 < + 31.42' 31.42' ON CURVE ON CURVE r.� rcory00 Length OL,N CONSTRUCT 0.20' A.C. PAVING OVER U �-- U 00 U 47.12 0.55' 31.42 31.42 CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. , 31.42 (6m .6 W � Q 0 LO rn COMPACTED TO 95% MAX. DENSITY Ln 0 20.00' 90000'00" ON CURVE ON CURVE ON CURVE TI =4.5 R =14 ON CURVE c� C19 �Q d' gib► 90000'00" of U 00 cy_Ncy- u7 U d- U N Of df UU-) 00 0 b Q z c- m of U ry U Ln C22 31.42' W d: W r,j m r6 W raj m n W r6 --� r� m w d` 31.42' 20.00' 20.001 ro Q 31.42' Q 20.00' 90.00'00" Q 31.42' + 20.001 Q n Ile) 20.00' 20.00' 90000'00" C41 d 20.00' L6 90'00'00" C42 L6 20.00' r- Q 90.00100" LO 31.42' 20.00' 20.00' 90000'00" C47 31.42' +. 20.00' Ln + C51 47.12' ff) + 30.001 901600'00" C52 Ln + 30.00" 30.001 90'00100" Q t- N p��� 358 ......... as t..0 000...............•. ......358 • • . . 356 • • Y • • • . .. • • • • • • • • . . • a f • • ._ • • . • . .. ♦ ♦ • • . • • • • . • . . • . . . . . . • • • a • . • • • • • • • • • • • • • . . • • • a • • • . . . . a • . • w • . . • • • • • • • • . . • • • • • • • • • • • • • • . • • • . . . . . . • • • • . a • • • • • • • • • • w • . . • • • • • . . w . • . . . . . . . . • • . • • . • • • • • • • • • • • • • . . ♦ ♦ ♦ • • • • • . . • • • • • • • • • • . . • • • • • • • . . • 3 /� • • Jfr1�+/�l . e . a a e EXIS TING GROUND PROFILE . . o 6 o A T -WEST FL ONLINE o o • • • a • • • • • • a . • . • 354 6 o o 6 a a 6 a 6 6 6 r 6 o 6 _ft- --c- 17-o l 6354 • --0.207 .... ,,,,,._ ---- -. ,,,,.;. . +0 `� ° . . . . . DESIGN• FL O1rYL•INE PROFILE. DESIGN' FL0WfINE PROFILE. . - 352 • • • • . . a . • • • • • • • • • • . • . • • • • a • • • • • • • • • • . • • . . . • • • e • • • • • • • . • • • • • • • e • • • • • ! • f • . ! • . ! ♦ e • • • • • • • . • • .352 . • 10+00 11+00 12+00 13+00 14+00 15+00 WEST FLOWLINE PROFILE 47.12' 31.42' 31.42' 31.42' ON CURVE ON CURVE ON CURVE -� ON CURVE Of 0 UQ (r (0 Uri w 00 w N It N rK 00 ULn Ud^Ud- 0Lf) o w 0) Qz m of r`- Of N m 4 W m 1'6 W ro m ' Vi n d- u6 LO Ln LO LO pe) LO r-0 114- +Ld Ln ro Ln to d= UO < Li c� u7 z Ln CN d` 358 • • a 6 • 6 6 • o o 6 a 6 0 • • • o 4 6 a • • • • • • • • • • • • • • • ! • 356 • • . • • • • • • • • • • • a . . • . • • . . • • • • • • • • • • • • • I i • • • • • . • • • • • ♦ • • • ! • • • • • • • • • • • • • • • • ♦ • • • • • • • • • • • • • • • • 356 s • • • • • • • . • • • • • • • • • • a • • • • • • • • • • o s • • s . • • • • s s a • • • • s s • • • • • • EXISTI • LE NG GR • OU�'IID PA>0f • • • • • • • • • • . • • • • . . . . . AT EAST FLOWUNE . . . . • • • • • • • • • • • • • • • • • e a • s • • • • r . • . • • • • a • . e . • . • • . • • • • • • r • . • . • s e e • • . • • . • • • . • • a a a • • • • • • • . • • • 354' �� �� : -.. soss"Iss"s 45% . 5 4 •_ .. . . . .� y`. a a . . . . . • e . . a . . . . . e a . ,.�..., ...... • �••,� • e ..... j... __ r- ........................ 6 --0 -4� • a .... e +0:207 -. ,.,e • +0.5J7 - -0.51 . . • . • • • • • • • • • • s s • • • • • • • • s e • • • • • • • • • • . e • • • • s • 4 o 6 • • • • • • • • • • • • • • • • • • IS . • • • • • a • • o DESIGN FLOW INE PROFIL- • • • e s e • e • • IS • R 6 • . • a . • DESIGN FL OWLINE PROFILL 352 *352 10+00 11+00 12+00 13+00 14+00 15+00 EAST FLOWLINE PROFILE R/w 'VARIES C GRADE LINE STRUCTURAL SECTIONS 60 RIGHT-OF-,m-WAY TYPICAL LOCAL STREET SEC11ON NOT TO SCALE R/W * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS ,---5" TYPE "B" CURB & GUTTER W/ 4.5 WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. U U U U U m W 0 0 O � O O 0 O p D D D � p D it O cp d- In co � O+ N N'7 + LO (.0 TRACT 7222 TRACT 7222 PHASE 5 � _F � � �_ PHASE 3 oo�-- O I i 3 11 0 3 3 I EX SEWER - -c1q CD � N00'S6'48 "E 2 11 300.00' 12 � IyQQS "�._ 2§Q,..OQ 14 2 15 � 1 fi +QO � feel 10+ 0 1 2 � -cm - - I S I --- 11 � Q 11 - - o WWI Q N _I 3 Q 1� N 00 d. � -+ - 5 T 5 N � C:) T Q'� � TRACT 7222 o U w � � o w Q � 3:111 W PHASE 6 + m �� W � m � w w Q= o o tf)w °o o °W o W � Z �(n co c°o O= o o Q� o ry W N ° W M `� � W QW acf) Jcf) W m 31.42' ON CURVE au m W LO ,�•� Q r 0 d- Q CONSTRUCT 0.20' A.C. PAVING OVER 0.88' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 31.42 31.42 TI � 4.5 R =14 ON CURVE ON CURVE Of � � � aw *- (0 0 L0 L U� cz � 16 w to m c0 W O (.0 Lo LO LO U-) Ln � In n PO 0 n W i 6 < + 31.42' 31.42' ON CURVE ON CURVE r.� rcory00 Length OL,N Tangent U �-- U 00 U 00 U Q m W (6m .6 W � Q 0 LO rn Ln Ln 0 20.00' 90000'00" C15 31.42' Q 20.00' c� C19 31.42' d' 20.00' 90000'00" C20 31.42' 20.00' 20.00' L C21 31.42' 20.00' 20.00' Curve Table Curve # Length Radius Tangent Delta C12 31.42' 20.00' 20.00' 90`00'000 C13 31.42' 20.00' 20.00' 90000 *00" C14 31.42' 20.00' 20.00' 90000'00" C15 31.42' 20.00' 20.00' 90'00'00" C19 31.42' 20.00' 20.00' 90000'00" C20 31.42' 20.00' 20.00' 901100'00" C21 31.42' 20.00' 20.00' 90 000000" C22 31.42' 20.00' 20.00' 90'00'00" C26 31.42' 20.00' 20.00' 90000100" C27 31.42' 20.00' 20.00' 90'00900„ C31 31.42' 20.00' 20.001 90'00'00" C32 31.42' 20.00' 20.00' 90.00'00" C36 31.42' 20.00' 20.001 90000'00" C37 31.42' 20.00' 20.00' 90000'00" C41 31.42' 20.00' 20.00' 90'00'00" C42 31.421 20.00' 20.00' 90.00100" C46 31.42' 20.00' 20.00' 90000'00" C47 31.42' 20.00' 20.00' 90.00'00" C51 47.12' 30.00' 30.001 901600'00" C52 47.121 30.00" 30.001 90'00100" -I•mm- HORIZONTAL: 12"=50" VERTICAL: 1"=2' o w d- Q_z N -i. W � c) r �< i <t z N N f`1 U W � Z Q� 1111 a W --� W 1111 U 31.42' ON CURVE of cD ry o U It U � Q] � W r Qn Ln L0 M 360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..•••.•.•.•••e••.. ♦•.....•• ...•.•..•f...... •• ♦.....•...•.............•.••• •..••.••••...••••.•••.••360 6 41 0 a 0 a 0 0 a 0 a 0 0 0 0 0 0 0 9 0 0 A, a Ak a 0 • • • • • • • • • • • • • • • • • r • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ♦ • • • • • • • ♦ • • • • • • • • w • . • . • • • • • • L x S TING LI t • 0t;1 Y f./ PROFIL L • • • • • • • • • • • • • a • • • • • • • • w ♦ • • • • • • • • • • • • • • • . • • • • • • • • e • • • • • • • • • • • • • • • • • • . 41 . . . . . A T WEST FL Ot�'1�LINE . . . . . . • . . . e . . . • . a 358 . . . . . . . . . . . . . . . . . . . • • • • • • • • • ♦ • • • a • • • • • f • • • • • e • • • • • . • . • . • e . • • • • • . . • • • • . • • • • • • • • . . a . • . • • • • . • e • • ♦ • • . . • • . • • e • • • . • f . • • • 11 . . . • . • . . . a a . • ♦ • • A 0 L 58 • • • • • • • • • • • �+..� �� • • • . • • �- • • s • ter• i • s • ....+"' ✓� ✓ • • • • • • • • • L /�► �_ -- .ter ��� � �`► -�� �`�-^ • • • • • • • • • • • • • • • • • r . �'(j • r,..� f •~ _� "� � -` • � �� s • s T_ i - • �" • � • . ��` • s � , � ✓ • s • ` • . '- - • - +..� f. s • . • • � � - ��y .0 • • s • • • • r r . • ♦ f . . . • . . • a . s a r a . f . . . • . • a . a a • . • . • ` 2 0 WWI :0.20% "". a0 +0.20 0. 5 51 � • 356 . • . . . . . . . . . . - 5 FL OwLINE PROFILE • . . . . . �� 3 a • a DESIGI FL OWUNE PfOFILE DESIGN LOWLINE PROFILE a a a • • • • • • • • a • • • • • a • • a a a a • a a . • • • i . • a • . a i • . . . r . . • • . • . • • a a • • • . . . . . . . . . . . . . . . . . . . • . . . • ♦ ♦ . • . . • . . • • . . ! . . . f . . . a . . • • . • . . . . . . . • • . . . . . . . . a . . . • • . • • . • . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . » . . . . . . . . . . . . . • . . . . . . . . • a . . . . . . . . . . . . . . . . . . . 354 • • • • • a a a 0 • • • • 1 • • • • . . . . . Is 0 . . . . . . . . }111 a 9 0 0 354 • • . • • a • • • . . • • • a • • • . . • • • • • » . • . • w . • • • • • • • • • • • • • . • • • • • w . • • • • • • • • w • • • • • • • • • • • • w . • • • • w . • • • • • • • • . • • • . . 9+00 1 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 WEST FLOWLINE PROFILE 31.42' 31.42' 31.42 31.42' 31.42' 31.42' ON CURVE ON CURVE ON CURVE ON CURVE ON CURVE ON CURVE rym cyn ow T- cy_m Of nry- n ry cD ow oyrn wmrm W d- rKw r�N U N U Q z 0) U w U u7 Uff) U w 0z U U Nu N U U Q Q z N C.� d" CJ c0 Gj Cf7 mica W c0 m w W +C Q - 1 � m h L'-i 1` M � W � rn i``- O -`f ('�. m Imo- W t.f3 Q� �W � Q�? tC) � Q� �W � Q� tC] � Q� Pr) �� �W � �� � ro Ile) o Q a Q ¢< c i �' < o - s w mot- _ co d- _ + C- + + + + + Q N n Ln 00 �- �-- + t- c� 360 • • . • • • • • • e . f . • . • . • • • • • • • • • e • • e • • • ♦ • • e • • • • • • • a • • • • • e . • e . • • • e ♦ . • • . e a • • e . . • • • • . . e • ♦ • . • • • • • • • e • . • • • . • • • . • • e } • • f • • • • • • • • • • . • a . a • • f . • • • e e • • • • e • . . • . e . ♦ . • • • • • • • • • • • . . • • • • • • • • • • • • • • a • a a • a • • • • . • a • • • • a • • • • • • • • . • • • • . • • • • . . • • • • • e • • . • . • • • • • . a • • • « • . • • . • • • • • r . . • • • • • • . a • • • • • a . • • • • . • • a • • • • • • • • • • . . • • • • • . • a • • • • • • . . • . • a • • • . • • . a a r • r • • . • e • • • a • • • . • • • . . • • . • . • • a • • • a • . • s • • • • a • • « • • • • • • • • • • • • • • • • • • • • • • • • • • • • • a f • • • ♦ • • • • a a • • • • • • r . a • • • a • a . a • • • • • • • • • • a • • • • i • • 358 • • • r a • • . • • • s • s • a • • s • • be • a so . a . • a R a a • a a • • . . a • • • s • . • . • s • • • . • • • a • • • • • • a . • • • • s . . a a • • • • a • • • • • s • . • • • • s • • • a • r • s a a a • a a a a a a a a a • • *358 . • • • • • . • • • . • • • f . • . _` • • • s • • • s s • a • a • r • 0 • r a 0 a • s 0 • s a a • . r 0 • (rlJ fQ • • a a • • • a a • • a a • +0.21% } • 51 ..• + 0.21 7 . • • • • tf • • a • a r a . • a • r • • • • . • • • . • • • r • . • a • • • • • • • . • . • e • • a . • • • • • • • • • r r . • . • a a • • • • • • • • • • • . • •- v • �- • • • • -^ �- ear -�Y . • +0 s 207o • ~s ~,� • !^ • !_ • • • • • • • • • - • • • • s s • • • • • s . -0. 2 • • s 1%_1 � • + 0. -" 0% • • • • s • • • a __.• �` • f,. r'i " -' • a r a • • a • 356 • • • • • • • • • a r e a . . . a • • e • • a a . • . a s . • • . • a e • a • . • • . • • . • • a • • . • • s ♦ . . • i . • a • . a • e a . . • e a e • • • . i s • . . e a • • . a e . . • . . . a . All • • . • • . • • a . • . . . • . • . • • • • • a a • • • . • • } 356 . Di I �N FL / uL I � L . FIL E . i • • a • • . • • • DESIGN FLOWUNE PROFILE DSIGN FL OWLINE PROFILE . a . . a • a • • a • • • . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . • a a a a a • • • a a • • a a • a • a • • a • • a • • a • a a • • . a . a • • a • • a a . a • . • • • a • a • • a • a • • a • • • • • . • a • • a • • • • • • • e a • e • e a a a . • • a • a a a • • . a e E) ( S • • • • • . • • • • . • • • • TINC GR0UND - PR. aFIL E r • a . . . • • • a • • • e . • • • • a a } a • . a • • « • �� ��� � ��y��jj�� L a • a • a . • a a • . • 354 . 554 • a a • • a • . • • • . a • • a • • • • • • • e • • • • a • • • • f . • a • • • • • a • • • • a • • . • • • a • • • a • . • • • a • a • a a a • • • • • • a a a • • • a • • • • • • • • • • • • • • • • a • • • • • . a • • a • a • • • . • • • • . • • • . . • • • • • • • • • • • • • • • • • . • a • • 9+00 1 11+00 12+00 13+00 14+00 15+00 16+00 17+ 00 18+00 EAST FLOWLINE PROFILE m� m� V) 0 5 w :5 cc or�:E LAj 0- cr CL W Q a_ p��� as t..0 CONSTRUCTION NOTES a] CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. F-71 CONSTRUCT 5.59 WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST-3. IT CONSTRUCT TYPE V MEDIAN CURB PER C.O.B. STD. DWG. ST-18. ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. M RELOCATE POWER POLES — COORDINATE NTH UTILITY OWNER. ® SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER. CONSTRUCT TYPE "M-2" TACK—ON MEDIAN CURB ON EXISTING PAVEMENT PER C.O.B. STD. DWG. ST-18. SEE DETAIL 0 CONSTRUCT OPENING IN MEDIAN AT LOW POINT. 51 MEDIAN TAPER BY OTHERS, TRACT 6553 10 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "A". Roo 11 1 CD W D 0 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. _(D_ INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14. 0 EXISTING SURVEY MONUMENT PROTECT IN PLACE. — — RIGHT—OF—WAY -o- EXISTING SEWER EXISTING STORM DRAIN 1h ow- /// EXISTING EDGE OF PAVEMENT SAWCUT LINE PHASE LINE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. Curve Table Curve # Length Radius Tangent Delta ci 46.95' 30.00' 29.83' 89'640901 $0 C2 47.291 30.00' 30.17" 90'019929** ran# 31 HIGH BARB WIRE FENCE ST RW STREET CL & SECTION LINE CONSTRUCTION CL CONST. TYPE osm" MEDIAN CURB Z« rLM11 vir—w rur% STRUCTURAL SECTIONS TYPICAL PANAMA ROAD SECTION NOT TO SCALE SEE C.O.B. STD. DWG. ST-11 FOR SLOPE PARAMETERS ST RW LDSC PL - 6" TYPE "B" CURB & GUTTER W/ 5.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. NOTE: ALL SAWCUT TO BE 1 INSIDE EX. PAVEMENT OR AS DIRECTED BY CITY ENGINEER. 0 r-LN w Wz ::i C5 M (.0 pe) N w > re) C) CD ry + C-) > cn 47.12" 47.12" ON CURVE ON CURVE all Of 0 ne Lo of M m w aim (n o .) in K, Lo r-I ci + T_ + 04 CONSTRUCT 0.50' A.C. PAVING OVER 1.00" CRUSHED AGGREGATE BASE OVER 1.00" NAT. GRD. COMPACTED TO 959G MAX. DENSITY TI=9.5 R=35 HORIZONTAL: 1"=50' VERTICAL: 1 "."1 Uji C6 00 IN cn Z T- L.Lj Lo > po Ld O orf n 362 .362 mow*, "pow f TINC CROUND PROf _IL� A T SOUTH FLOWLINf it PER TRACT 6553-" +0.20% .00 omo� 0. 5 7.cz * ft • '011, 0 , :360 • 3 0 0 a Soo +Oat �2io a • —D. 51 Df SIGN FL OKINE- PROFIf—El o .8. 111, o • . . . • 4 w . . . • a a • 111, • 6 6 o o o 6 o o • o 6 o • • o • t w o 8 • s o • v 6 o • • 6 358 s a • • o a • o o o • 6 a • o • 6 • • Is 6 o ► o o • o .358 20+00 21- 00 22+00 23+00 24+00 25+00 26+00 27+00 28- 00 29+00 SOUTH FLOWLINE PROFILE CONTRACTOR MAY POUR CURB NOSE MONOLITHICALLY OR AS SEPARATE BACK TO BACK CURBS. STD. TYPE 'M — 2" MEDIAN CURB I TALL TYPE "M-2' MEDIAN CURB TUBE OVERLAY XISTING AC MEDIAN CURB ON EXISTING PAVEMENT DETAIL (D NOT TO SCALE 31 0 MW w z 0 (A 5; 1L> _P Li CL IL> LLA a- ssl UJ W LAJ cc Lai w CONSTRUCTION NOTES m F2_1 m F4_1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. CONSTRUCT 5.5' WIDE .COMBINATION TYPE SIDEWALK PER STD. DWG. ST-3. ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "A". Curve Table Curve # Length Radius Tangent Delta C51 47012" 30.009 30.00' 90000"00" C52 47.129 30.00' 30.00 90600"00"" 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14. 0 EXISTING SURVEY MONUMENT — PROTECT IN PLACE. — — RIGHT—OF—WAY - sue- SEWER MAIN M PHASE LINE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. >_ m < I— Uj III < -1– C/� UJ n h' cn LDSC ST PL RW 3 owl-- 45 6' HIGH--%, BLOCK a FL WALL 34 -8 LS AREA *29r 3 7'n 7777�' 6" TYPE "B" CURB GUTTER W/ 5.59 WIDE SIDEWALK COMPACT UNDER CURB, SEE PLAN VIEW FOR GUTTER AND SIDEWALK STRUCTURAL SECTIONS (TYP.) 62' MIN. TO 90% MAX. DENSITY. TYPICAL BERKSHIRE ROACH SECTION NOT TO SCALE BERKSHIRE ROAD CONSTRUCT 0.300 A.C. PAVING OVER 0.90" CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=6.0 R-1 5 _N_ HORIZONTAL: 1"=50" VERTICAL: 1"=21 ST CL 41 1 4' 5x NG 0 0 en 0 z co 0 w Z LA. 0 < co 1A_ ch 04 w VIM- I 110 1 0 C4 tV VIM ID is 0-1 >_ M Ck:: mT cc m CIL' -mc I 1p op 47.12" 47.12' 8j J V) ON CURVE ON CURVE Q. co EXISTING CANAL BANK TO co 71 (n r*11 �-co ry U 0 U �o orf r1__ U Q0 r1__ U 0 W Rf _L OCA Tf _D B Y 0 TI- ER 0 Z U1 CN F- T- Z4 bitn 4 uj ,ri in rei w 4 cr. Uj w Z�6 Ld It dA m C:) :2 ff-) LLJ 00 Ln po Lo Pe) U-) pf) co Lf) Lu Lo Lij c\j > Q > 0 D ry n + 4c + Lo CN C) In 358'Nes 00.0 60 0000 00 we 0*0000 00*4 ... • • • • • 0 ..... • • • • • ... 0.358 M EXISTINO CROUND PROf.-IL CL • .• 0 • .• . 0 0• 0 ..w 0 0• • • 0 • • • • • • .• • 0 00• • .00 • 00 0 0 a • 0 • 00 .• . • .• a • • 6 0• 4 as. 0 so. • 0 ...... 0 A T 1Y OR TH.. Fj- C) kYL11Yf 0 0*0 0 so. ........................ 0 1&-woo..6 .0 • • • • • • • • • .0. 0 • • • • 356 0 0 0 0 • • • • ♦ • • • . • • • . • • 0 • 0 • • • 0 • • • • 0 0 0 0 0 • 0 • • 0 • • • 0 0 0 • d 0 0 0 0 0 • • • • 0 0 • 0 • • • ................................... 0 0 0 0 OIL a *356 : 0. • 1 • • • • 0 a a 0 0 0 a a 0 a 0 a 0 a 0 111111111 IS wo 0 0 o o 0 0 0 0 0 a o o 0 0 0 0 0 0 0 0 0 a a a 0 a a o o 0 0 0 & 0 0 0 0 11111 IND a 0 a 0 0 a 0 0 0 0 0 0 0 & 0 0 0 & 0 4 0 0 0 a 0 0 0 0 0 0 0 0 0 0 & a 0 a a 0 a 0 0 - 0 0 0 a 0 0 0 1_01 +0.42-% 0 0 a 0 354 • 0 a .1, 0 0 a a 0 0 0 0 0 a 4 0 0 0 0 0 0 . • • • • • • 0 • • 0 • 0 0 0 0 0 • • • 9 --w— • • 0 0 0 0 0 a illillillillillllllllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlgio�IIII, *1 a 0 0 0 0 0 • • • • 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 C� A IJ IJ _F -- Q.5 ».. o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • 0 0 0 DESIGN fL 0! ! L INE PR OFIL E 0 0 9 • a • • 0 0 0 • • a 0 000*000. • 0 0 • .................................................... 0 • 0 • 0 0 • 0 0 a • 352 • a a 0 0 0 a 0 a • 0 a 0 0 0 • a 0 0 0 0 a a • 0 0 • 0 a 0 • 0 0 a 0 a 0 • a 0 0 0 0 a a a • a 0 • 0 0 • 0 • a 0 0 0 a a a 0 0 0 • a 0 0 0 • 4 0 9 • 0 0 • 0 0 0 0 0 0 0 a 0 0 • 0 0 • 0 0 0 0 0 6 0 0 a 0 0 0 a a 0 0 8 f 0 0 0 0 0 a 0 • 0 a a 0 • 0 0 0 9 46 0 0 * • • 0 0 • 0 0 * a 0 0 • a a a a a 0 • 0 0 a 0 0 • a 0 0 Is 0 0 0 0 • a 0 • .35--2 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 NORTH FLO WLI N E PROFILE ST CL 41 1 4' 5x NG 0 0 en 0 z co 0 w Z LA. 0 < co 1A_ ch 04 w VIM- I 110 1 0 C4 tV VIM ID is 0-1 >_ M Ck:: mT cc m CIL' -mc it op a• 8j J V) Q. co co Z' W¢� W a' w .............. N cr. Uj It dA cm _ ti Lu ZE W Q 4c 4c M 01 CL LLJ LAj LLj wo cf) Z op a• 8j J T Q. co co W¢� W a' w .............. N cr. Uj in cm _ ti V � W Q 4c 4c W T !N T 8j n 0 0 -�- HORIZONTAL: V"=50" ROADSIDE SIG( 8c PAVEMENT DELINEATION NOTES PAVEMENT DELINEATION LEGEND SIGN LEGEND- SIGN CODES EXISTING SIGN TO REMAIN. OM1 -3 N YELLOW DIAMOND OBJECT MARKER 1. TRAFFIC STRIPING PAVEMENT LEGENDS &RECESSED MARKERS SHALL BE INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A A208 PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 20069 38 ANQ A200. NUMBER IN Q INDICATES DETAIL N0. ON STANDARD PLAN. � Q INSTALL NEW 1 POST SIGN. OM2 -2V N VERTICAL OBJECT MARKER THE MUTCD 2003 EOITIQN AND MUTCD CALIFORNIA SUPPLEMENT, 2003 EDITION. INSTALL 12" WHITE LIMIT LINE AS SHOWN. a INSTALL NEW MULTI -POST SIGN. R1 -1 •r STOP SIGN 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER RELOCATE SIGN TO EXISTING SNS N STREET NAME SIGN STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). a REMOVE ALL EXISTING PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING IN � STREET LIGHT STANDARD. CONFLICT WITH NEW CONSTRUCTION (TYPICAL). W3 -3 N SIGNAL AHEAD 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. RELOCATE EXISTING SIGN. R26(CA) N NO PARKING ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND "� 0 ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL t� -� m INSTALL "'BIKE LANE" LEGEND AND ARROW AS SHOWN. REMOVE EXISTING SIGN R7 -9 N NO PARKING BIKE LANE SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE � (SALVAGE TO CONTRACTOR). R1 -1 N STOP SIGN FOG SEALED. SIGN LOCATION R6 -1(R) ONE WAY (RIGHT) 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER � R5 -1 N DO NOT ENTER THE MUTCD, 2003 EDITION & MUTCD CALIFORNIA SUPPLEMENT, 2003 EDITION. R11 -2 N ROAD CLOSED 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. NOTE: SIGN CODES ARE FEDERAL CODES 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT UNLESS OTHERWISE INDICATED BY (CA). INDICATES CALIFORNIA CODES. TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. NOTE: PRIOR TO PAYING, THE DESIGN ENGINEER FOR THE PROJECT SHALL 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. SUBMITTED TO THE CITY FOR APPROVAL 10 GAYS PRIOR TO PAVING, 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010- 21C -19 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 T0. REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS Q SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. I NOTE: WHEN FUTURE CONNECTION IS MADE EAST OR WEST, BARRICADE IS TO llf BE REMOVED AND BERKSHIRE ROAD IS TO BE STRIPED ACCORDING TO FUTURE W CONDITIONS. 10 10 11 12 13 �4 j j O 15 14 13 12 11 \ ��R 7�7 - It ck st AS mm - 1 A27 03 Ae' I ll 1 2 21 22 23 24 5 26 27 28 29 30 24 +96. TYPE 3 BARRICADE OM1- 3/R11 -2 13 IE FZ Ks Fi I IR IE IR (Dik E) -N- HORIZONTAL: 1 " =50' pk I -,g I>- w 4c -4c cc .< z o� vs w v LLJ w u Co V) C. 0 W ck: ck:: ` n W