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Home My WebLink About1.1-7222 1-8 RevN W W Z C.9 2 W J U C> Z r W J D OWN Z J REVIEWED BY: M "I N � d ft Z do X 0 w 1201 r � ��-z LL. Z o a U. TRAFFIC ENGINEER, CITY OF BAKERSFIELD � � � � DATE EVI&IkONS APPrAovFD � � LLJ �- Q �' c' W Ljj c, � 0 X 00 ' TRACT 5907 Z C) CL (j ` W W O LWY RA 569 AP BK. PG. 1 Z ' `'*�,,,, � � �, �' J REVIEWED B Y: r_-� -- A� �K. , P�.�4 0� 0 4o z o N 2 "� I - L_ - -�--- r.� � W J CZ.9 a� V � 1 Y Ix m W g g W � W ¢ 8LA � NE NEV N£ DBE m z ac ARVIN EDiSON CANAL 6 t' So %1 4 f-- m y o ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE -� °' � � �_ � oQZ"crx W W LaJ Gomm OWN= PANAMA � 10 C � wwa i.�.zU APPROVED BY: - _ ��o N; � b aim t s+�►Aw vAtt' t �- --- - -- W w °zz� —cn on .. ft // � Ld U) O� Ld P DIRECTOR, 3 �) � I ► � � oo��,W CITY OF BAKERSFIELD DATE -�� U� � ZW�� AUL M. ROJAS R.C.E. 39880 (EXP. 12/31/15) � W Z r uix a � i I�mo ~ZZ 5 � WWC7w`;��] � 6 3 i � a�owacn� o pWOQU�Q 1� W Z'- '''-a °cw.�v�i cn � 8 d I ( Z NQYJW20 MW CDC j 5; ~ � 0 1 j � .�zmQw�v .mot � a O �W � o v �� wF'Q °xwr NW }_IWNN =fit --Z�_ =0 x s � 1 _0 t -0 12 PHASE I ►� � "Z 13 i II BENCH MARK USED: ►r Z P OF BR. CAP IN CONCRETE. MONUMENT AT CENTERLINE TO ti i 5�� QA INTERSECTION STINE RD AND POPPYSEED DRIVE. 14 � � � 2 ELEVATION = 359.19 (U-S,G.S. DATUM) 16 � Q � �� 0 � Q 17 C6#1 0 CA 0 LN � 1 A s Wl a Uj MATERIALS LIST BASIS OF BEARINGS ESTIMATEQ QUANTITIES, NOT 18 c 2 THE BEARING OF S89TO '03'12 "E SHOWN FOR THE SOUTH LINE BE USED FOR BIDDING PURPOSES SHEET No. INDEX 19 2a 2� 22 23 2�F 25 2s 2� 2s 2s i �► �� 1 30 31 1 N OF THE NORTHEAST QUARTER OF SECTION 27, T,30S., SIREEIS R.27E., M.D.M., PER RECORD OF SURVEY RECORDED IN LOCAL STREETS 6,349 L.F. � �i TITLE SHEET �0 9 $ � 0.20' A.C. /O.fifi' A.B. {LOCAL STREETS} 263,013 S.F. � 6 5 3 2 1 29 28 27 26 1 � BOOK 22 OF RECORD OF SURVEYS AT PAGE 157 WAS 0.30 A.C./O.90' A.B. (BERKSHIRE ROAD) 33,6o7 S.F. �2 D TAILS —GEN RAL NOT S e�4 5 � cep 25 ion USED AS THE BASIS OF BEARINGS HEREON. 0.50' A.C. /1.00' A.B. (PANAMA LANE} 54,115 S.F. U3 J EF;NO DRIV � OMERADO WAY - 6" CURB AND GUTTER 149281 L.F. � 24 6" THICK DRIVE APPROACH 17, 612 S.F. Q CALLADO LANE —MESTO WAY 11 12 13 14 15 16 17 18 19 20 2i 22 23 4 THICK SIDEWALK 46)668 X5001 S.F. S f 1 SURVEY MONUMENT ENCASEMENT 25 Eq. �5 POMERADO WAY 9 � � STREET NAME SIGNS 10 EA. �6 BELLANDO STREET 8 7 6 5 4 3 2 1 TRAFFIC CONTROL SIGNS 10 EA. 29 2g 27 2g WHEEL CHAIR RAMPS 24 EA. Q7 EDERIA WAY s 25 14 c6� STREET LIGHTS (5800 LUMEN) 24 EA. STREET LIGHTS (9500 LUMEN) 5 EA. �8 PHISTO PLACE s � = BELLAN 0 STlq III, low 24 � q � �,L�I � uj TYPE "A" CATCH BASINS 13 EA. � �' � 'i► �_ PLANZ gy Ros,p TYPE ��M" MEDIAN CURB (PANAMA LANE) 1,210 L.F. 9O HEIBRA WAY PERLA WAY 1fl 11 12 �, A E 4 18 } c6 e 13 14 15 17 a 19 HAS 23 Ip �■� � Q is a l7 `� 16 y'� is 14 13 18 17 TYPE M -2" TACK —ON MEDIAN CURB (PANAMA LANE) 760 L.F. 10 PANAMA LANE o 16 9 � 20 21 22 Now" PA CHECO Ro. 1l BERKSHIRE ROAD 8 � s 5 4 � 9 3 2 1 m 1 2 3 4 5 19 22 4 3 24A �� R2� o LEGEND Q STRIPING PLAN � � cg# W C�Q LANE cr_ < � � 0 �EDERIA WAY cm CL- CENTERLINE � l ' E � DWY- DRIVEWAY 30 29 2e° 27 a 26 � 29 KEY MAP LEGEND A saw FL— FLOWLINE S � �' 11 � 6 } H� � � McCUTC E ROAD _0 ___ 2S OSKIN RD. BCR— BEGIN CURB RETURN Q SHEET INDEX NUMBER 12 13 14 15 Q � 3 � 2 � � l •,*�„ 1 � 34 35 36 � ECR- END CURB RETURN g 10 9 8 7 cKE RD. � 32 PI- POINT OF INTERSECTION DIRECTION OF DRAINAGE 6 5 � 3 � 1 J Pu KIN EC— END CURVE OLD R R if9 =� W 2E�� ER a �� o • CONCRETE MONUMENT W 1 2 3 4 5 6 7 i r � 1 6 5 BC— BEGIN CURVE � � $ c o ce i i ! � � 6 So 4 a �� _a URN4 � ROAD Z PIYC— POINT OF INTERSECTION VERTICAL CURVE PROPOSED STREET NAME SIGN 8 � � - - - - " - -' o POVC— POINT ON VERTICAL CURVE � 5800 LUMEN STREET LIGHT -- HISTO PL � � $ ' 9 to ? 1� a 12 99 8 o BVC— BEGIN VERTICAL CURVE $ ' -p- 9500 LUMEN STREET LIGHT H.� S � 14 �B � At% � 7 9� � � _ � EVC_ END VERTICAL CURVE � � p � � -N PRC POINT OF REVERSE CURVATURE .GCB #12 CATCH BASIN w /NUMBER 12 13 � + � 16 15 14 13 12 11 10 � I_us_ 0 1� � 16 PCC- POINT OF COMPOUND CURVATURE - — — cf) WIN WOMAN NOTE: SIGN NUMBERS ARE FEDERAL CODE - BERKSHIRE RD UNLESS OTHERWISE INDICATED BY (CA). (CA) YET LAND INDICATES CALIFORNIA CODES VICINITY MAP 717 01"% "Irm M7 r% No SCALE - "- KEY MAP '"' SCALE I *=2W 1. ",I Pik. 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 -WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION 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 SPECIFICATIONS 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 RESTAKIN G OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 12. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS I S ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE CL! EN T, OWNER AND CONTRACTOR 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. 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6 ". TIME 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 COMPAC1ON 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. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH H AWKI N S M 2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T -19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 15. SEE WATER, STORM - DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. 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. ADDI 11 ON AL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER. OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDI T1ON AL 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 UN11L 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 N0110E 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 909 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 SU BSTI TU TED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING NTH 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 M. 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 SEC11ON 200 -2.4 OF THE "GREENBOOK.a mQ� COB ASPHALT CONCRETE PAVING NOTES CITY STANDARD PLATES mce 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWNGS SHALL BE CONSIDERED A PART OF THESE PLANS. AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN (CONTRACTOR TO OBTAIN LATEST EDITION 10 -26 -89 UNLESS 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. N.O. DESCRIPTION CITY STD. NO. DESCRIPTION z, (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS �, " � ST -1 CURB AND GUTTER (TYPE "A ", "B" AND "C ") � ST -17 WIDE CROSS- GUTTER OF SECTION 39 -2.02, AGGREGATE, 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" 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 ST -5 HOUSE NUMBER FOR CURBS ❑ ST -21 REFUSE CONTAINER PAD 92 -1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE ® ST--6 PAVEMENT PATCHES ® ST -22 TRENCH BA+CKFILL AND COMPACTION REQUIREMENTS ooa DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING ❑ - ST 7 CROSS-CUTTERS OS Fl D -10 SIDEWALK UNDERDRAIN 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 V Aa 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" WITH DROP CONNECTION LILTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST EQU i VALEN T TEST RES S ST -11 STREET CROSS SECTIONS SW -4 MANHOLE, RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. [] ST -12 ALLEY CROSS SECTION SW-5 FRAMES & COVER FOR MANHOLES & CLEANOUTS C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 357. LABORATORY TEST RESULTS ON MICH 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 SHALE. 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 WIRING THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE OLD. E ON ST -1 £ 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 S PLANS 39-4.01, SUBGRADE, OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. 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 EDITION 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 SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH 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. ADDI 11 ON AL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER. OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDI T1ON AL 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 UN11L 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 N0110E 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 909 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 SU BSTI TU TED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING NTH 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 M. 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 SEC11ON 200 -2.4 OF THE "GREENBOOK.a mQ� 1 mce cn 0 u6 5 z, ooa W c o V Aa Curve Table Curve # Length Radius Tangent Delta C, 46.95' 30.00" 29.83' 89'*40'01" C2 471.29 30.001 30.17" 90*191292' C3 31.531 20.00 '20.12' 90*19'59" C4 31.30" 20-00" 19.88" 89*40"01 9" C5 54.75" 35.009 34.779 8937"49" C6 13.701 35.00' 6.94" 22'025135" C7 197.16' 84.00" 200.24" 134'029"00" C8 13.70 35.00' 1 6.94" -1 22"25935' U Ify CL 00 co 00 REMOVE EX SEWER MAI N AND LATERALS BETWEEN MANHOLES 0.04 co Fill 4411. i • FL 8+78.79 -on O A- REMOVE EX MANHOLE Vq --ROES U co 00 0 0 0 LLJ 0 F cn R/W Ln (.0 C/L R/W 30 10, L mmmm cc: 20' %w CA 201 10, 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. \IARIE$ C14 INSTALL STREET NAME SIGN PER CITY STANDARDS. CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. INSTALL TRAFFIC SIGN PER CITY STANDARDS. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "Ap. 04 2' _f`YP, STOP BAR. CONSTRUCT WIDE CROSS-GUTTER PER C.O.B. STD. DWG. S-35. 2% 0 Z LL_ '-� * SEE C.O.B. STD. DWG. ST-11 FOR SLOPE LIGHT PER C.O.B. STD. DWG. ST-14. UNDER CROSS-GUTTERS AND A MINIMUM OF 1" EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1 N. MIS' MI INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. Mjt4 TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D -14 PARAMETERS EXISTING SURVEY MONUMENT _!,2'7* J -a (CA) SIGN WITH OM4-3 MARKER. REMOVE AND SALVAGE SIGN WITH 6" TYPE tj CURB & GUTTER RIGHT-OF-WAY CONSTRUCTION OF ADJACENT TRACT. eleal % Q W/ 4.5 WIDE SIDEWALK CONSTRUCT GRADE LINE EE PLAN VIEW FOR STRUCTURAL SECTIONS SEWER COMPACT UNDER CURB, GUTTER AND SIDEWALK ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. E (o STORM DRAIN (TYPO) 62' MIN. TO 90% EXISTING SEWER 60'0 RIGHT-OF-WAY MAX. DENSITY. TY'P ICAL LOCAL STREET SECTION EXISTING STORM DRAIN SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS NOT TO SCALE SEE C.O.B. STD. DWG. REQUIRED BY CITY OF BAKERSFIELD ENGINEER. U EXISTING EDGE OF PAVEMENT ST-11 FOR SLOPE WIDE DRIVE APPROACH PER C.O.B. STD. DWG- ST-4. &RTO I IIMI MMI PHASE LINE 0 PARAMETERS WIDE DRIVE APPROACH PER C.O.B. STD. DWG. w 0 C5 >_ `J UNLESS OTHERWISE NOTED. 0 ro -`J 0+ 0 m < __j LL_ Uj • co oo co to < < 3: Li 014 U-) L N T V- Ln + + O + of 00 oi oi CID 0) 00 to + + N 0 uj of Uwz© � oi 0 V _j Lj_ + 00 00 0') 0 LC) + + + cf) Ljj + + + + rr) LL_ 1-11 . I c> .0& CA .0& �4bl- N00034137"W 312.291 cA 7- Z-fl 21 el or OJJJJJJJO_ L OVE EX SEWER b REM cq MAIN AN D LATERALS EAST OF MANHOLE NEW SEWER MAIN urrm �2o' iw CONSTRUCTION_ NOTES f%f%K1CT0Hf%T CHOk/PY UnNHUPWT FMr.AC-%'-FMFNT PER C.O.B. Sell DWG. ST-13. m m m f-5-1 F-61 m f-8-1 r-0-1 101 Fililil M12 T_ Lo V_ FV_j 0 KI NEW SEWER MAIN 8 NOO'D34137"W 1927.341 17 15 Aim 14 7/07 ommlMm CD mmmm cc: Vale, %w CA Cis CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. < t C14 INSTALL STREET NAME SIGN PER CITY STANDARDS. CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. INSTALL TRAFFIC SIGN PER CITY STANDARDS. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "Ap. 04 INSTALL R1-1 STOP SIGN W/ STOP BAR. CONSTRUCT WIDE CROSS-GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA 0 Z LL_ INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14. UNDER CROSS-GUTTERS AND A MINIMUM OF 1" EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1 JJ INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D -14 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER. REMOVE AND SALVAGE SIGN WITH - - RIGHT-OF-WAY CONSTRUCTION OF ADJACENT TRACT. eleal W Q CONSTRUCT 16' STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. H SEWER ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. E (o STORM DRAIN O CA %eell EXISTING SEWER RELOCATE POWER POLES COORDINATE WITH UTILITY OWNER. < EXISTING STORM DRAIN SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER. U EXISTING EDGE OF PAVEMENT CONSTRUCT WIDE DRIVE APPROACH PER C.O.B. STD. DWG- ST-4. &RTO I IIMI MMI PHASE LINE 0 CONSTRUCT WIDE DRIVE APPROACH PER C.O.B. STD. DWG. ST- 4.80170M ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA ?►' UNLESS OTHERWISE NOTED. m w 0- 0- ALL PROFILES IS BASED ON FLOWLINE DATA 'i < �7 LJ UNLESS OTHERWISE NOTED. co < < CN U) 5; L oi + n of 00 oi oi CID 0) 00 to + + oi + ED T_ + uj of Uwz© + Vill + + + CD + 00 00 0') 0 0 c> c> FV_j 0 KI NEW SEWER MAIN 8 NOO'D34137"W 1927.341 17 15 Aim 14 7/07 ommlMm CD ffl;_� REMOVE EX SEWER EX SEWER SYSTEM MAIN AND LATERALS _.... U._.� EAST OF MANHOLE PHASE oJERNO DRIVE * 4k� Ar- _9111 HORIZONTAL: 1"1=50' VERTICAL: 1"=21 mW& REMOVE EX SEWER LATERAL m co c\j PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH02-ALKYD 46.95' ON CURVE ry �o 0 f,t qri- rl�-, + + C-) -JJJ C) n,, 04 0- 00 af 0 L;UNb1KUL;1 UZU A.G. rAV11,4U UVLK C) c_) Ln 00N 0 d- U QO M ry zlt: CD w r-- bj w 0.66" CRUSHED AGGREGATE BASE OVER 1.009 NAT. GRD. Lo Ln _j M C6 rl*-- .J to oo (10 0- 110 < Ul) .1i tn Ln LL_ tn IN Ln COMPACTED TO 95% MAX. DENSITY .00 Ln Lo 0 c1li rie) ff) V-) st ro 00 rill Ln cq Ln T1=4.5 R=1 4 C_� 0 Ln C_� IN Ln C. Q6 0 + rl�_ 00 + r11- C-� Lo T_ + 41:z oo + pq + oo M + 0 + 00 I U V_ _j LL_ _j _j LL_ L1_ 362 362 ............ ....................................... ................................................................ • a a a 0 0 a 0 0 a a 0 0 a 0 ♦ a • 0 0 1_0*1 • • a a • a • a • a • • 0 • . • . • . • . . . 0 • • • • • • a a a a a a 0 41 a 0 0 • 00. 0 000 0 see 0 0 0 00.0 .00 0 0 .... 0 0 L.-XISTIN.C. ORO/N© -P1?of-_1L- a � 00 *0 0 .0. 000 0 00* a a .... *0 0 000 0 .00 a .00 a.. ..a 0 000 0 ..a 0 AT WEST f L OWLINL J (.23! 0 360 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 a • a 0 a "Jill r_5�176 0 • • DL S16N FL 0 K INL PROf IL L a.. a a 0 ............ .......... • • • • • • • • • o o • • e • • .00* 0 a.. a..* ... ....... ....... 4 a..* a.. • 0 0 er • 0 358 a a 0 a al a • • 0 a . • . • . • . • . . • . • . • • 0 • . . . . . . . . . . 358 • • • . • • • • • . . . • • • . . . . . . . . . . . . . . . 2 a "N 0 Ac-iiiiiiiiiiiiiiiii�� c) 60*/,o 0 a 0 • • 0 111011 • .+o. • a 0 a a 0 a 0 a a a a 0% +0_20A 0 0 0 0 a a 356 I-Q.2-0% 0 0 0 0 356 a + 0'% -rte • - • • • • • • • • • • 0 • • 0 • • • a 0 0 • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • a • a 0 0 0 0 0 0 a a 0 0 22+00 23+00 • 8+ 0 00 0 0 0 0 0 0 • • 9+ • 00 • a • • • • • • 10+00 11+00 12+00 13+00 14+00 15+00 16 +00 17+00 18+00 19+00 20+00 21+00 54.75' WEST FLOWLINE PROFILE 47.29 1 ON CURVE ON CURVE REVISIONS APPROVED: ry V_ ry Go Of ry 00 U(.0 U U m 0) Lo Ln Ln flo P-0 CN BLAINE NEPTUNE/ DATE Ln R.C.E. 55102 (EXP. 6/30/14) 3 6 2 • 0 a • a • 0 a • 0 • 0 0 • a a a • 0 • 0 • a a • 0 0 • 0 • a • 0 • 0 • a • 0 • 0 • a 362 • • • • • • • . • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • . • • • • • • • • • • a 0 0 0 0 a - • - 16 lq 0 0 0 0 0 a 0 40 a 0 0 0 0 0 0 0 a a a • a 0 0 a a 0 0 a a 0 0 0 a 9 0 0 a a 0 0 6 0 0 0 a 0 a 0 0 0 a a 0 a 0 a 0 a a T 0 0 0 0 0 0 0 0 a 0 a 0 0 0 0 0 a 0 0 a a 0 0 a 0 a 0 _MAWAN P. JsHAW� DATE 0 9 0 0 0 a a 0 0 0 0 a 0 a a a a a 0 0 a 0 a 0 0 0 R.C.E. 32178 (EXP. 12/31/14) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 360 0 0 • 0 a 0 a 0 a 0 a a 0 9 0 0 0 0 0 0 6 0 • • • • • • /a • 0, e, -o(o + 20% . . . . . . . . . . . . . . . . 0 0 0 a 0 0 a 0 0 a 0 0 a a 0 a 0 0 0 a 0 0 a a 0 9 a a 0 0 0 a a a 0 9 a owl 417 0 0 a 0 0 a 9 a 0 0 0 a 0 9 0 0 a 0 0 a 0 0 0 0 a a 0 0 0 0 0 a 0 a 0 a 0 0 0 0 a 0 a 0 0 0 9 0 a 0 a 0 0 0 0 0 360 0 • • • • • • • • • • • a • • • • • • 0 • • a • • • • • • • • • • • • • • • • 0 • 9 a a 0 0 a 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 * DLS16'N' f Z 0 kYL INE I�R Of IL r 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 MONO 0 0 . . . . . . a a 0 a 0 0 0 0 0 0 0 0 a 0 0 0 0 0 a 0 0 a 0 a 0 0 0 1111111 IM, 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 111 ------- 0 0 mow-n-l-i-ap, 0 0 0 0 0 • • • • • 358 0 0 0 111111111 11 +0.28%0 0 0 • -r- • • • • • • • • 111111111111 Jill 1111 0 0 0 a 0 0 0 0 illillooma� 358 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a a 0 0 0 0 0 0 0 a 0 0 0 0 0 0 • • • • 0 0 0 0 0 a 0 0 0 • 0 0 0 0 0 0 0 0 0 • • , • 10 a 0 0 0 a 0 • • • • a • • • 0 a di a mOw__J 111111111, 1111,1111 1111111 1111 a • • • 0 • 0 0 0 0 0 0 0 f)(1,5TING GROUND* PROf ILL 0 0 a a 0 0 a 0 0 a 0 0 0 0 a a a a 0 0 0 a a 9 0 0 0 0 a a a 0 a 9 0 a a 0 0 0 0 a 0 a • • 0 0 0 0 a a a 0 0 a a 0 0 a 0 a 0 0 0 a e 0 a 0 0 0 0 a a 0 0 0 0 a 0 a a 0 0 0 0 0 a 0 a 0 0 a 9 0 0 a 0 a a a 0 0 0 o r d L /A/t a • 1170"Opol r w • 0 0 0 111,11:111 0:00 a 0 & 0 0 0 a 0 0 a 0 a 0 0 a a 19 a 0 0 0 • 11 1111,11111, will0i - 0 0 0 0 0 0 • • • • +0.28% 0 0 0 0 0 35 w 6 • rT*O 50% 0 0 • 0 0 a a 0 0 0 0 0 0 a 0 9 0 6 0 0 0 a 0 0 0 0 0 0 a a 0 0 0 a 9 0 0 0 0 0 a a g�w +. 0 0 0 a a 0 0 0 a 41 a 9 0 0 a 41 0 356 • a • 0 • • • • 0 a 0 • • • • • • • • a • • 0 • • • a • • • • • • • • • • • • • • • • 0 a 0 0 0 9 0 0 a 0 0 a 0 0 0 0 0 9 a 0 0 0 0 0 0 0 0 0 0 19+00 20+00 21+00 22+00 23+00 10+00 11+00 12+ 00 13+ 00 14+ 00 15+00 16+00 17+00 18+00 EAST I= I-OWI- INE PROFILE mmmm cc: Vale, ce CA Cis < t C14 b 2 04 cr_ qd- � =a 0 Z LL_ ffl;_� REMOVE EX SEWER EX SEWER SYSTEM MAIN AND LATERALS _.... U._.� EAST OF MANHOLE PHASE oJERNO DRIVE * 4k� Ar- _9111 HORIZONTAL: 1"1=50' VERTICAL: 1"=21 mW& REMOVE EX SEWER LATERAL m co c\j PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH02-ALKYD 46.95' ON CURVE ry �o 0 f,t qri- rl�-, + + C-) -JJJ C) n,, 04 0- 00 af 0 L;UNb1KUL;1 UZU A.G. rAV11,4U UVLK C) c_) Ln 00N 0 d- U QO M ry zlt: CD w r-- bj w 0.66" CRUSHED AGGREGATE BASE OVER 1.009 NAT. GRD. Lo Ln _j M C6 rl*-- .J to oo (10 0- 110 < Ul) .1i tn Ln LL_ tn IN Ln COMPACTED TO 95% MAX. DENSITY .00 Ln Lo 0 c1li rie) ff) V-) st ro 00 rill Ln cq Ln T1=4.5 R=1 4 C_� 0 Ln C_� IN Ln C. Q6 0 + rl�_ 00 + r11- C-� Lo T_ + 41:z oo + pq + oo M + 0 + 00 I U V_ _j LL_ _j _j LL_ L1_ 362 362 ............ ....................................... ................................................................ • a a a 0 0 a 0 0 a a 0 0 a 0 ♦ a • 0 0 1_0*1 • • a a • a • a • a • • 0 • . • . • . • . . . 0 • • • • • • a a a a a a 0 41 a 0 0 • 00. 0 000 0 see 0 0 0 00.0 .00 0 0 .... 0 0 L.-XISTIN.C. ORO/N© -P1?of-_1L- a � 00 *0 0 .0. 000 0 00* a a .... *0 0 000 0 .00 a .00 a.. ..a 0 000 0 ..a 0 AT WEST f L OWLINL J (.23! 0 360 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 a • a 0 a "Jill r_5�176 0 • • DL S16N FL 0 K INL PROf IL L a.. a a 0 ............ .......... • • • • • • • • • o o • • e • • .00* 0 a.. a..* ... ....... ....... 4 a..* a.. • 0 0 er • 0 358 a a 0 a al a • • 0 a . • . • . • . • . . • . • . • • 0 • . . . . . . . . . . 358 • • • . • • • • • . . . • • • . . . . . . . . . . . . . . . 2 a "N 0 Ac-iiiiiiiiiiiiiiiii�� c) 60*/,o 0 a 0 • • 0 111011 • .+o. • a 0 a a 0 a 0 a a a a 0% +0_20A 0 0 0 0 a a 356 I-Q.2-0% 0 0 0 0 356 a + 0'% -rte • - • • • • • • • • • • 0 • • 0 • • • a 0 0 • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • a • a 0 0 0 0 0 0 a a 0 0 22+00 23+00 • 8+ 0 00 0 0 0 0 0 0 • • 9+ • 00 • a • • • • • • 10+00 11+00 12+00 13+00 14+00 15+00 16 +00 17+00 18+00 19+00 20+00 21+00 54.75' WEST FLOWLINE PROFILE 47.29 1 ON CURVE ON CURVE REVISIONS APPROVED: ry V_ ry Go Of ry 00 U(.0 U U m 0) Lo Ln Ln flo P-0 CN BLAINE NEPTUNE/ DATE Ln R.C.E. 55102 (EXP. 6/30/14) 3 6 2 • 0 a • a • 0 a • 0 • 0 0 • a a a • 0 • 0 • a a • 0 0 • 0 • a • 0 • 0 • a • 0 • 0 • a 362 • • • • • • • . • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • . • • • • • • • • • • a 0 0 0 0 a - • - 16 lq 0 0 0 0 0 a 0 40 a 0 0 0 0 0 0 0 a a a • a 0 0 a a 0 0 a a 0 0 0 a 9 0 0 a a 0 0 6 0 0 0 a 0 a 0 0 0 a a 0 a 0 a 0 a a T 0 0 0 0 0 0 0 0 a 0 a 0 0 0 0 0 a 0 0 a a 0 0 a 0 a 0 _MAWAN P. JsHAW� DATE 0 9 0 0 0 a a 0 0 0 0 a 0 a a a a a 0 0 a 0 a 0 0 0 R.C.E. 32178 (EXP. 12/31/14) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 360 0 0 • 0 a 0 a 0 a 0 a a 0 9 0 0 0 0 0 0 6 0 • • • • • • /a • 0, e, -o(o + 20% . . . . . . . . . . . . . . . . 0 0 0 a 0 0 a 0 0 a 0 0 a a 0 a 0 0 0 a 0 0 a a 0 9 a a 0 0 0 a a a 0 9 a owl 417 0 0 a 0 0 a 9 a 0 0 0 a 0 9 0 0 a 0 0 a 0 0 0 0 a a 0 0 0 0 0 a 0 a 0 a 0 0 0 0 a 0 a 0 0 0 9 0 a 0 a 0 0 0 0 0 360 0 • • • • • • • • • • • a • • • • • • 0 • • a • • • • • • • • • • • • • • • • 0 • 9 a a 0 0 a 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 * DLS16'N' f Z 0 kYL INE I�R Of IL r 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 MONO 0 0 . . . . . . a a 0 a 0 0 0 0 0 0 0 0 a 0 0 0 0 0 a 0 0 a 0 a 0 0 0 1111111 IM, 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 111 ------- 0 0 mow-n-l-i-ap, 0 0 0 0 0 • • • • • 358 0 0 0 111111111 11 +0.28%0 0 0 • -r- • • • • • • • • 111111111111 Jill 1111 0 0 0 a 0 0 0 0 illillooma� 358 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a a 0 0 0 0 0 0 0 a 0 0 0 0 0 0 • • • • 0 0 0 0 0 a 0 0 0 • 0 0 0 0 0 0 0 0 0 • • , • 10 a 0 0 0 a 0 • • • • a • • • 0 a di a mOw__J 111111111, 1111,1111 1111111 1111 a • • • 0 • 0 0 0 0 0 0 0 f)(1,5TING GROUND* PROf ILL 0 0 a a 0 0 a 0 0 a 0 0 0 0 a a a a 0 0 0 a a 9 0 0 0 0 a a a 0 a 9 0 a a 0 0 0 0 a 0 a • • 0 0 0 0 a a a 0 0 a a 0 0 a 0 a 0 0 0 a e 0 a 0 0 0 0 a a 0 0 0 0 a 0 a a 0 0 0 0 0 a 0 a 0 0 a 9 0 0 a 0 a a a 0 0 0 o r d L /A/t a • 1170"Opol r w • 0 0 0 111,11:111 0:00 a 0 & 0 0 0 a 0 0 a 0 a 0 0 a a 19 a 0 0 0 • 11 1111,11111, will0i - 0 0 0 0 0 0 • • • • +0.28% 0 0 0 0 0 35 w 6 • rT*O 50% 0 0 • 0 0 a a 0 0 0 0 0 0 a 0 9 0 6 0 0 0 a 0 0 0 0 0 0 a a 0 0 0 a 9 0 0 0 0 0 a a g�w +. 0 0 0 a a 0 0 0 a 41 a 9 0 0 a 41 0 356 • a • 0 • • • • 0 a 0 • • • • • • • • a • • 0 • • • a • • • • • • • • • • • • • • • • 0 a 0 0 0 9 0 0 a 0 0 a 0 0 0 0 0 9 a 0 0 0 0 0 0 0 0 0 0 19+00 20+00 21+00 22+00 23+00 10+00 11+00 12+ 00 13+ 00 14+ 00 15+00 16+00 17+00 18+00 EAST I= I-OWI- INE PROFILE "J"alle4t eal cj Ld C5 >_ in mmmm cc: Vale, ce M� CD < t C14 0 z co 04 cr_ qd- � =a 0 Z LL_ z > JJ c 0 13 c aNF < dOO w (30 r w eleal W Q H W co W E (o O CA %eell < En m "J"alle4t eal cj Ld C5 >_ in mmmm cc: cc ce w Uj Uft � =a 4c > c 0 13 c aNF all_ C211 dOO U w c> W Q H H W En U C> 9: V) Z w 0- 0- 0 U) 5; L Vill) uj of Uwz© c> c> U.) c> 0- uj ala US 0: 0: w V- �e U 3 w � � M c Uj Uft � =a W�c > c 0 13 c aNF c\1 dOO U w W Q H H cl) �e U 3 w � � M c R/W �LARIES TRACT 6553 IMPROVEMENTS UNDER CONSTRUCTION GRADE LINE STRUCTURAL SECTIONS 60" RIGHT -OF -WAY TYPICAL LOCAL STREET SEC710N E .. HORIZON TAL: 1 " =50' VERTICAL: 1 "=21 E 0 1111'so > 0 cn ry Ld Li Li cn NOT TO SCALE �0 R/W SEE C.O.B. STD. DWG. ST-11 FOR SLOPE fnc� a PARAMETErx 6's TYPE 198ps CURB & GUTTER W/ 4.5 WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK {TYP.) 6"' MIN. TO 90% MAX. DENSITY. a REVISIONS APPROVED. 2-e 30� BLAINE NEPTUNE DATE R.C.E. 55102 (EXP. 6/30/14) 4 4 MA IAN P. SHX*---#" DATE R.C.E. 32178 (EXP. 12/31/14) A EX SEWER CV 0 < n ry PHASE 1 STO WAY CONSTRUCT 0.20" A.C. PAVING OVER 0.66 CRUSHED AGGREGATE BASE OVER 1.00" NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI-4.5 R =14 Curve Table Ln (n CNI c\j F_ N ry cq F_ 00 U LO Radius Tangent cn Uj Mi r'" _j LO LO rn 31.53' 20.00" + UJ + ro 0 = w00 rK N C4 31.30* M > 0 c\j 00 89*40`01 C5 I L-1 + N + 34.77" 89'837'49" C6 flo LO Ln 35.00" 6.94* z CD 0 197.16' 360.. �5 Ld + 360 360•.•• • ••••.•••••••••. 6.94" •360 C9 DESIGN 35.00' 21.43' FL f 0 W1_ INE PR Of -ILE 188.02" 358 0 ................................ 0 358 • .0,2 711, . 0.27 . . .................. ........... • • 13*32*10" 356 • Tor ....... • TING GROUND PROFILE . • • • • • • • • 356 35....•......-X- C13 AT SOUTH FLOKINE • 356 354 90,000,00" N-i........ fSTINRO Of lLE 354 10+00 11+00 12+00 354...... NORTH FLOWLINE PROFILE to 354 Curve Table LO cn N .1 00 �_ 00 Ln 7,rn 31.30' 1 Radius Tangent Zr'� WLn U� o-r*,--, ON CURVE co a- Ln 31.53' 20.00" + ro CD > + ro 0 = w00 rK N C4 31.30* 0 1-0 ON 0 I 89*40`01 C5 I L-1 _F m r` LU 34.77" 89'837'49" C6 flo LO Ln 35.00" 6.94* 22'025'35"* CD 0 197.16' 84.00" 200.24' + C8 360•.•• • ••••.•••••••••. 6.94" •360 C9 DESIGN 35.00' 21.43' FL K INf PROF14 f 188.02" 358.... . ..........•.................... 256"30'02" 358 7.09' 30.00" G 2 47o . -0.25% 24% 13*32*10" C12 31.42" r. 20.00" 35....•......-X- C13 • 356 20.00" 90,000,00" N-i........ fSTINRO Of lLE 00 00 AT SOUTH FL ONLINE • 354...... ...•••••••••••••••••••••••••••• to 354 10+00 11+00 12+00 • EXIS TJNG. G1?aUJVD. P.R.Of kE ...................................... ......................... SOU TH FLOWLI N E PROFILE Curve Table Curve # Length Radius Tangent Delta C3 31.53' 20.00" 20.12" 90*19'59" C4 31.30* 20.001 19-88p 89*40`01 C5 54.75' 35.00' 34.77" 89'837'49" C6 13.70' 35.00" 6.94* 22'025'35"* C7 197.16' 84.00" 200.24' 134"29"00" C8 13.70' 35.00" 6.94" 22'025"35" C9 38.46* 35.00' 21.43' 62*57"52" C10 188.02" 42.009 53.28" 256"30'02" C11 7.09' 30.00" 3.56' 13*32*10" C12 31.42" 20.00" 20.00" 90,000"00" C13 31.42* 20.00' 20.00" 90,000,00" EX M H TO BE REMOVED B REMOVE EX SEWER MAIN AND LATERALS BETWEEN MANHOLES #I 1. 1 N') 54.751 ON CURVE CONSTRUCTION NOTES M CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. M CONSTRUCT 4.5 WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. + INSTALL STREET NAME SIGN PER CITY STANDARDS. •-Q- INSTALL TRAFFIC SIGN PER CITY STANDARDS. M CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE pA39. R1 -1-Q- INSTALL R1 -1 STOP SIGN W/ STOP BAR., CONSTRUCT WIDE CROSS- GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA ol UNDER CROSS-GUTTERS AND A MINIMUM OF 1" EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1 _c> INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. M CONSTRUCT TYPE "A' CATCH BASIN PER C.O.B. STD, DWG. NO. D-14 -<D- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14. :z OMITTED F61 0 EXISTING SURVEY MONUMENT PROTECT IN PLACE. :z M CONSTRUCT 16' STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. RIGHT-OF-WAY CD :z ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. SEWER MAIN F-9-1 RELOCATE POWER POLES - COORDINATE WITH UTILITY OWNER. STORM DRAIN MAIN 1_0_1 SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER. EXISTING SEWER >_ LU Fl-11 INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER. REMOVE AND SALVAGE SIGN WITH EXISTING STORM DRAIN CONSTRUCTION OF ADJACENT TRACT. EXISTING EDGE OF PAVEMENT :z 1-2-1 CONSTRUCT WIDE DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. 1 f-1-3-1 CONSTRUCT WIDE DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. gW777bf-47 M 0=11 PHASE LINE *3 (p U colu n ,#ALLADO LAN CONSTRUCT 0.20' A.C. PAVING OVER 0.66' CRUSHED AGGREGATE BASE OVER 1.00" NAT. GRD. _N_ 1 � 1 1 � 11 ' 1 � 1 � 1 '� I 1 � 1 1 ' >_ M mm1mm wwcew Ic < COMPACTED TO 95% MAX. DENSITY .4c no, T_ 0 _r U 00 cr_ bi co CN cn ro TI=4.5 R=1 4 0 00 11� 00 0- ' 0 a_ 00 ro C) Q0 0 n tn Uml) ` 0 t-n HORIZONTAL: 1"=50' V_ n co ro 0 od OC 0 ro --;I- ro VERTICAL: 1"=2" ro + U 04 W r10 m 0 0 f-0 IDENTICAL + + o- tn + + Ile) 00 Ln 0 LO T_ PO cl- POINT 360 ............... PO 00 PO ..... ..... pq ................ Mlr'� uj r,: cn r--: w r'� 360 Nf Oj + 00 00 -q- po PO r%- LU 00 + co n CC) + co • EXIS TJNG. G1?aUJVD. P.R.Of kE ...................................... ......................... 0 T co .111-0 cc AT NORTH FLOKINE U 3= DESIGN FL PROFILE C> W_ 358 a 0 0 0 0 0 • a a 0 0 0 9 0 a . . . . . . . . . . . . Z 9 & 6358 • 0 • • 0- CL . . . . . . . . . . . . . . . . • . • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • . • • • • • • • • • • • • • . • • . • • • • • • • • • . • • • • • : ... • • • . • • • • • • • • • • • . • • • • • . . • . • . • • • . • • • • _�� ce • 0 • • 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • • • . • • • • • . . . . . . . . . . . . . . . . . . . . TIN.(� GROOND. P. IMFIJ- C 0-OX�C ME + DESIGN FL OWL /A 1E PROF /LE AT SOUTH FLOKINE 356 • 0 • ...... • • • • • • • • 0 • 0 • • a • 0 • • • 0 • • • • -0-20% • • • • • 0 • .... • • s • .... • 0 • • • • 0 a • s 0 • s • • 0 • 0 0 • 0 • • • 0 • 0 • • • • .......... • • ........... • • • • 0 • 0 • 0 0 • • ..... • 0 • • • • • ...... • • • • 0356 3 5 4 • • 0 0 0 0 0 0 0 a .......... 0 • • • 0 a 0 9 0 0 a 0 0 0 a 0 a 0 0 0 a 0 9 • • • • • . • • • • • 0 0 a a • • • • • • • • a a • • • • . . • . . 0 a . 0354 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 r 19+00 0358 0 0 0 a 0 0 0 A T SOUTH F-L .0 WL. / NE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 0 0 . . . . 0 0 0 0 0 0 0 0 0 0 0_6 0 NORTH ELOWLINE PROFILE 57o . . . . . . . >_ M mm1mm wwcew Ic < .4c 31.42' 31.42' ON CURVE ON CURVE OC u Ln Of U 04 W r10 m 0 00 0 IDENTICAL 00 n q- n o- tn N Ln 0 n,, (.o ry uo ry (n 011 U rn U Nt U 194- U �__ flo I I 17' Ile) 00 Ln 0 LO T_ PO cl- POINT PO 00 PO pq ro Mlr'� uj r,: cn r--: w r'� Nf Oj + 00 00 -q- po PO r%- LU 00 + co n CC) + co + 0 0 T co .111-0 cc U 3= C> W_ 360 Z 0- CL 360 • . • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • . • • • • • • • • • • • • • . • • . • • • • • • • • • . • • • • • : ... • • • . • • • • • • • • • • • . • • • • • . . • . • . • • • . • • • • _�� ce w Ix C.> m Uj :z Uj m TIN.(� GROOND. P. IMFIJ- C 0-OX�C ME AT SOUTH FLOKINE U o � ♦ EXISTING CR.OUND. PROFILE V � r 0358 0 0 0 a 0 0 0 A T SOUTH F-L .0 WL. / NE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 0 0 . . . . 0 0 0 0 0 0 0 0 0 0 0_6 0 a 57o . . . . . . . one (§61011�;Owft 0 -5 1% --- +0f 20 /Q m �cwncwn m CL + • _ _, . . . . . . . . . . . . . ... DL,51GN FL 0 WL INE PROFILE 0 0 0 0 0 +.0.20742 +0.2.0% V_ 1* qqd- 356 V I I +0. • • • '356 • • 354 ♦ % 7 ._j FN 1._j A __T 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 SOUTH EEO WWI N E PROFILE >_ M mm1mm wwcew Ic < .4c OC o U 3= C> W_ Z 0- CL 0 _�� ce w Ix C.> m Uj :z Uj m 0-OX�C ME U o � V � r C> m �cwncwn m CL LAJ w I LAJ ck:: LLJ I c r_ V_ 1* qqd- V I I w- w- 2V41 CONSTRUCTION NOTES R W CAL R W - 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. � � 1 CONSTRUCT � CURB � CUTTER PER C.O.B, STD. DWG. ST 1. 30 Curve Table INSTALL STREET NAME SIGN PER CITY STANDARDS. ❑2 CONSTRUCT 4.5 WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. VARIES --v-- INSTALL TRAFFIC SIGN PER CITY STANDARDS. ��5 2D' lot • 10' 20' Curve # Length Radius Tangent Delta 3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE A . R1 -1-v- INSTALL R1 -1 STOP SIGN W� STOP BAR. .q A * C14 31.42 20.00 20.00 901100,00" Q CONSTRUCT WIDE CROSS- CUTTER PER C.O.B. STD. DWG. S -35. (CONTRACTOR SHALL. COMPACT AREA �. SEE C.O.B. STD. DWG. F 1' EITHER SIDE TO 95% MAX. DENSITY TO A DEPTH OF 1' - - INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. 2' TYP. * �� _ P s � � t, UNDER CROSS - GUTTERS AND A MINIMUM O } * o t AIN. 2% . „--- ST 11 FOR SLOE C15 31.42 20.00 20.00 30 00 00 , , N # PARAMETERS 5 CONSTRUCT TYRE A CATCH BASIN PER C.O.B. ST[}. DWG. N0. D-•14 -o- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. .M 27.13' 35.00' 14.23 44"24"55" + ... h -•r 6 OMITTED 0 EXISTING SURVEY MONUMENT PROTECT IN PLACE. . . • t• ..• a .r • .l .* ! • _.; ;* �•., -.,; _ :::f. -•- ♦ • �� :.�:• *; ..r, s�. .�, "B" CURB � GUTTER C17 , 197.0fi 42-00' 42.87 268 49 50 , W% 4.5 WIDE SIDEWALK Q7 CONSTRUCT 1 STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. - RIGHT --OF --WAY 7EE PLAN VIEW FOR C18 27.13 35.00 14.23 44 24 55 GRADE LINE COMPACT UNDER CURB, i " Q ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. - --- SEWER MAIN STRUCTURAL SECTIONS GUTTER AND SIDEWALK C13 31.42 2C}.00 20.00 90 00 C}0 N Q RELOCATE POWER POLES - COORDINATE WITH UTILITY OWNER. -- -- -- D STORM DRAIN MAIN 601 R (TYP.) 8 MIN. TO 907 C20 31.42' 20.00' 20.00' 90 °00'00" TY?ICAL LOCAL STREET SEC11ON MAX. DENSITY. 1Q SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER. - EXISTING SEWER NOT TO SCALE 11 INSTALL W -31 CA SIGN NTH OM4 -3 MARKER. REMOVE AND SALVAGE SIGN WITH EXISTING STORM DRAIN CONSTRUCTION OF ADJACENT TRACT. EXISTING EDGE OF PAVEMENT r 10�11 PHASE LINE r oc im TRACT 6553 IMPROVEMENTS UNDER CONSTRUCTION z 0 w m 00 c� CS} + tF-- T- z w , w 0 ry CS L Ll. Q 0 0 N 0 ct} d' (3) 00 m L(i Ln 0 "' 00 4 C'V i 1 1rm% %J Lm Arm i _N_ F) (D M IE FZ A 1) (D V. VAY CONSTRUCT 0.20' A.C. PAVING OVER P'= ' , HORIZONTAL. 1 50 0.66 CRUSHED AGGREGATE BASE OVER 1.00 NAT. GRD. VERTICAL: 1 "=2" COMPACTED TO 95% MAX. DENSITY TI=4.5 R =14 >- M 3: W W Q Z ry m W W = W Cf-) S89'03'1 2"E 240.87' m Q W W Q Z m W W � W CIS 31.42' 31.42' w�C mar 4 -�c ON CURVE ON CURVE II U c�m0 m Of Q0 oz d0 L�� C 1 �ar ap ro 0 L tU L1! N D! d" � 0) L� U00 U 0 U 0 UN + w LC) N r11_ � - in N r' M w r,: O0 � LO N L�� 0 Ln LO 0 Ln �- + �'`� c0 w r� m V) rn 00 + + �� • 00 0) 0n 0i 0 00 -� � L_ V_ J 1- _t (+ [.0 V0✓ [.0 . T % t� Lam. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. 36o• • • . • . ! . • • . • • • ♦ • • • • • • • • • • • • • • • • ! • • • • • i • • • f • • • • • • . • • • • • • t • • • • • • • . • • . • • • • i • • • • • . • • • • • • • r • • . • • • • • • • . • • • • • • • • • • • • • • • • i • • • • i • • • • • • • • • • • • • • • • • • • • • • • • • • • • f • • • • • • • • • 360 . . . . . . . . . . . . . . . . f -XIS TVVC CR.OUND .PROf_I4f A T NORTH. FL O G.INE . . . . . . . . . . • • • • • • • • • • • t • • • • • • • . • • • . • • • • e • • • . t /e �/ . • • • EXISTING GROUND PROFILE ✓ . 358 358 • • • • • • • • NL • • • • • • • • • • • • • • • • • • • • • • • • • • • • .r • • • • • • • • • • • • • • • • • • • • • • • • • • • • a • • • • t • • • • • . +0.25%0 +0.25` . • • • • • • • . s s s • • . • • • s • • • • s �� • �^ • • s • 0- 20% • • t e • s • • • • • • s • • • • . . • • s • • • . • • . • • • • • • • s • • • • • • • s • • • • • �.••^ ."��. �,� ^�` • ! • • • • • . • • • s • • • s . • . • • • • • • s . • • . . • • • • . • • s • • • • rr� • • • • • • • • • • • . • • • • • • • • • ♦ • • • • • • • • • • • • • • • • ! • • • ! • ! s • • • • • • • • • • • • • • • • 356 • { • y � • •rh i • • +00' ?- � � . s • • • • • • • • • • • • . • ! • • s • • • • • r • r • • • • • • • • • • • . / LS/ �r F L./I /L'Y 356 a ma • • • • • • • t . • • • • • • • • • • • t • • t • t • s • • t • { t • • . • • r • • • i • • • • • • • • • • • • • • . • • i r • • . • . • • • • • • s • • • . • ! i ! • • • • • . s • • • • • s • i • • • . • • s • i • • • • i • • . • i • r r • • • • • • • • J EV L L 0 W I� �! L L . • a . • s . • • • • { s • t • . r • • 0 • • • • • r • • 41 • • • • i • • • • • • • r . • 3540 r a • • . • . s . . • • • • • • a a . • • s • s a . • . s • t s • 354 s • • • • • • • • • • • • • s • • • • • • • • • . • • . • . . 10+00 11+00 12+00 13+00 14+00 15+00 16+00 1 18+00 19+00 2 FORTH FLOWLINE PROFILE 31.42' 31.42' ON CURVE ON CURVE Of. a Z D 0 m C.) P4 79., (90 w�C mar 4 -�c IDENTICAL POINT z__� 000 � m LC} d0 L�� C 1 �ar ap Of w PO �,,,. m �� Il�m U� m m o 0! CO UCL 03- 0i Ln 0L �� co LO LCD rL ff� �� Ln rr) �0 L5 mwI IN + N + (�? + (.0 + 00 n (0 + C-0 + PO 0 + s-- � �- 00 CD J LL V J U 360 . . . . . .. . . . . . . . . . . . . . . . . e . • • . • . . . . . . . . . . . . . . . . . . . . . . . . • . . . t . . • . t . • . . . . . . . • a . . . . a . . { a • . . . • s . s . a • . . . . . s • • s s • . . . . a . •. s • . . . . . . . • . . a • a . . . a . . . . • • . .. . s . • . a . . • • • . r� . . . . .360 25 • • • • • • • • f • • • • • • • • i • • • • • . . • • ! • r . • • . a • • • • • • • • • • • • • • . • • • • i • • • • • • • • • • • • a • • t • • • • • • • • • • • • • a • • • • • • • • • • • • • • • • • • • • • • • • a . • • • • • • • • • • • • • . • • • f • • • • • • r • • • f • • • • • • • • • a • • • • • • e t a • • • . • • . • . • • • • / . • • • • • • ! • • • • • a • • • • • • a • • • f) 0 ..c C, ' 3581 ^i 'i'^ 358 • a • • • • • • • • • • • • • . a • s • s • a s • s • • • • • s • t • • • • • • • • • • . • • • • • • • • • • • • s • s • • • • • • a • • • • s • • • • ♦ • • • • s • . • • • s • • s s • • • • • • • • • • a • • • . • • • • e • • • • a • a s • s • a • • • • �.- • ^"�r o a 's ^' a �i • • s • • • s • • • • • s • s s • • f • • • • • • • . • • • • • • • . • a • • . EXI.S TING GROUND PRO IL E . • • -- �' • • t f� t 25•� � V • ,A Ayr '� t,J. a • {� • • . . . . . . . . . . . *AT.50U*Thr.FLO�LINE.... ... a.....{ ea••.....aaar. ._. . . ,,,,�.,. . . + 0 '2 O . . . . +�.��. • • . . . . . . . . • . . . . • • • . • • • • �. • • • • • . . • • • • • • • • • • -�' V� � e'r'r • • • • . • +r" r • • a • • • . • • • • • • • • • • • • • a a • • . • • . . • • • • s • • • • • • • • • • • �� • • • a . • • • • • • • a a • • • . . a • a • • • • • • • • • • . . . • . • • • • • • *356 • • = 2 � . ""- - PROFIL E . 1� /L1 .. t • a a • • t • a • . • • a • s • a • • t • • • a • a a • a • • • • • a a • a • • • • a a • a • t • • • • • • • . • • • • • • • • a a . 354 a t • . t t a • a • • •..< . • . t . a t t • • • • • a • • . • a • . a • • • a • • • • • • a a • • • • . • a . • • r • • • . a • • a • . • • • . • a . • • • • • • FDESGN FL.OWLINE PROI . . . . ! • • • . • . • a . • : • . : 4 10+00 11+00 12+00 13+00 14+00 15+00 16 +00 17+00- 18+ 00 19+ 00 20+00 Y ;L- w�C mar 4 -�c Z 0 L5 mwI V U � � W Clr 25 ..c C, ' CONSTRUCTION NOTES 0 0 Im 0 R1 a r9fl ri 6 CONSTRUCT 6" CURB & GUTTER PER C.C.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.Q.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.U.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 �. g k' kb. -N- HORIZONTAL: 1,"_50 I VER T1 C AL• 1 _ 2' 100' VERTICAL CURVE I z CN d 00 u 4 + -� c) c � L, LO J U_ 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. CJ co > CJ INSTALL STREET NAME SIGN PER CITY STANDARDS. --W- INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1 -1-v- INSTALL R1--1 STOP SIGN W/ STOP BAR. -C�- INSTALL 5,800 LUMEN STREET LIGHT PER C.Q.B. STD. DWG. ST --14. -- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. Q EXISTING SURVEY MONUMENT - PROTECT IN PLACE. - - RIGHT -OF -WAY -- SEWER MAIN -- -- -0- - - STORM DRAIN MAIN S EXISTING SEWER -- --- --� EXISTING STORM DRAIN 00 EXISTING EDGE OF PAVEMENT PHASES 3 &4 N C�3 O co mod- C .,� `_' of ° CJ co > CJ 1100 U W > 0 0 > d- � OU >> w 0 00 > 00 W 0) z_ 00 �� W W CN t � BELLANDO STFiEET "0 [� �j W 0 0 LO C� tL© tQ 0 Us F-- 44'24'55" C24 cn + I`- 00 00 ' i� � (0 � C 0LO CO oo + � � 00 �``� � > � 0 C26 CONSTRUCT 0.20 A.C. PAVING OVER 20.00' Lo r7 C27 31.42' 20.00' � � 90000'00" C28 27.13' 0.669 CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. J �- N + + + +0 LO n LOU') °� ,,,,,� + + � 35.00' COMPACTED TO 95% MAX. DENSITY 44'24'56" ° ° ° � + � . CON STRUC1IED ` SIM ULTANEQU SL`Y; . . . � �-- . • 0 a • • a a • . 0 • a • 0 . . • • 0 a . . 0 a . a • TI =4.5 R =14 J J J 360 ................ W W W • r . . • • • . • • • • . r a . • • . . • • • . . • . . • a • • • . . • . • • • . • • • . • • • • • • • • s • • • . • . • • • • • . • • v • • • • • • • a • • • • • • • s • • • • • • • • • • s . • • . . • s • • • s • • • • • • • • s • • • r • • r • • • a a s s • s s a • • r s s s . • • • • • • • • • • • s • • • • s • • • • • • • • • • s • s • • • • • • • • • • • • • • s s • • • • • • s • s s a • • • s • • • • • s • • 0 • • • • • . ♦ 358 3580 •.•..•• •a•. ••• •• •• . • .•a.....•.a EXIS•TIN GGROUIDPROFILE. . . A To NORTH FL OWLINE . . r • • a a • . • • . • • • . • . • • . • . a a . a • a . . . • • • • • . . . . • • • • a . • • . • • • . . a r . . a . • . • • • • . • . • . • • . . . . • . • • • • . • • . • . . • - • • • • • • • • • • • • • • • • • • • • • f \ • R 0 6 a 0 a 0 a 0 a 0 0 0 0 0 0 0 a 0 0 356 *0 0 0 0 a e 0 a 0 0 0 a 0 0 0 0 0 -- l � U LVo 0 0 & - NOTE- . • • . , Pf CL iF PHASES `3' ` - . �E AND 4 ARE NCT N ON TR U C D SI U LTA EOU SLY +1.43 - a ORACTOR TO GRADE- A SWALE - I T3�4 -- ••••••• •••• •• k FROM EDGE OF CONSTRUCTION OF _ . • • a PHASE 3 TO CATCH BASIN #6_0 0 0 . . • a r • . • • . a • • a • . • • . . • • f • . '352 352 * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 6 0 0 0 0 a a 0 a 0 0 a 0 0 0 0 a a 0 0 0 0 0 a 6 0 a a a 0 0 r 9+00 1 11+00 12+00 13+00 14+00 15+00 100' FORTH FLOWLINE PROFILE VERTICAL CURVE 14-co0 UO U00l1UUUUEUU coU U0 WW co co 0' > 0 U W > > d' >'>> 00 > > m �-- U-7 ¢ m m ISM W O O a7 Lo a- C� W W `- U c.� co p� 00 Lt CL 00 a-- > + CO CO �-j Imo- t0 00 CO °t.C3 00 IDENTICAL �'� ` °0 + �i`� � °°- a c- POIN T N '� + 0 di� Ln + -�- ca o + PO �-- a `- J J W 360 360 • . • • • • • . • • • . . • • . U_- . • • . a • • . • . • . • . • . • . . • • • • • . • . . • • . • • • • . • . . . s • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . • • • • • • • • • • • • • • • • • • • • • • • • • • i • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 . a . a a a 0 9 a 0 a a . EXISTING GROUND - PROFILE a a 9 . . A T SOUTH FL O K INE . . • . 3 8 . • • . • . r • • • . . . . . • . . . • • a . • • • • a . V 0 0 0 a 0 0 0 0 0 0 0 0 0 • • • • • • • • • • • • • • • • • • • • • • • • 6 0 a 0 0 0 a 0 . . . . . . _,_,_ -�- r_. . """.. �---� . �_ +0. 0 356 • • a • f • • . . • • • • • • • • • a • • • • • • . • • • • • • • • • • • • • • • • • • • • • wo- • . • • • �� +�"�� • • • • • • s • • • • • • • • r • • • ._.-- a a a a a NOTE: 0 0 • 0 0 • ' ARE - NOT! . .. . . . . • • fESOAI �-_L-OWL-IkE PR- &F_L� IF PHASES '3' AND . • CONSTRUCI1ED SIMULTAKEOUSLY, 0 0 0 0 43 0 o. CONTRACTOR TO GRADE• A SWALE . 35 354 . • • • • • • FROM EDGE OF CONSTRUCTION OF . . . . . . . PHASE 3 TO CATCH BASIN #6_0 . . . • • • s r ► • • • • • • s • • • . • • • • . • • • 0 • • • • • • • • • • • • • • • • • • • • • . • . • . • • • • • • • • . . • • • • • • . • • • • • • • • • • • • • • • . . . • • . ! • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • 352 r a a .352 0 0 0 4. 0 9+00 1 11+00 12+00 13+00 14+00 15+00 SOUTH F PROFILE o (n N z E-- 't- W z C. W U') �0 W C-� > ar, 0 + Cy °- I I I I 11m R/W ARIES 31.42' 31.42' ON CURVE ON CURVE Cr_ ff� � Length - r ULO Uf-oU( C21 Uu 20.00' to W � Od ct� Q co 0 U*') L u co d-. 27.13' 35.00 14.29' 44'24'55" C24 197.06' 42.00' 42.87' 258 °49'50" C25 LO GRADE LINE U 0 0- CA STRUCTURAL SECTIONS 60' RIGHT -OF -WAY TYPICAL LOCAL STREET SECTION NOT TO SCALE R /W * SEE C.O.B. STD. DWG. 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. Curve Table Curve # Length Radius Tangent Delta C21 31.42' 20.00' 20.00' 90 000'00" C22 31.42' 20.00' 20.00' 90 °00'00" C23 27.13' 35.00 14.29' 44'24'55" C24 197.06' 42.00' 42.87' 258 °49'50" C25 27.13' 35.00' 14.29' 44'24'55" C26 31.42' 20.00' 20.00' 90000,00" C27 31.42' 20.00' 20.00' 90000'00" C28 27.13' 35.00" 14.29' 44'24'55" C29 197.06' 42.00' 42.87' 268 °49'50" C30 27.13' 35.00' 14.29' 44'24'56" a_ 0 Oi l�- LO 1 • r as • • • . • a • a • • • • • • . • • a • r a a 10 • • • • . • 3 • . • • . . • r • • . • • • • a a . • a • • . . . • • • - - 0 0 0 - 0 0 0 0 A AT NORTH FL OKINE- 358 • • • • . 3 358 • . a • • • a . . • . • a . r . . . . . . . r- f f . . . {� /2` '��% . . . V . . . • • • . a • • • . • • . a • . • • . • . • • . a • . • . • • . • • . • • • a l . • . • • +..� �- 56 • . a . • • • • e • • • • • • s • r • • . • • • r . • • s a • • e • • • • • e • • • • s DL-SIG FL OKINE PROFILE a a 0 0 0 a 356 NOTE: • . . X • . . • . . . . . . . . a a . • XRE . • • . . . . CON STRUC1IED ` SIM ULTANEQU SL`Y; . . . • a a a . • a f . . • . . . • a • . . . a . . . a . a a . . • 0 a • • a a • . 0 • a • 0 . . • • 0 a . . 0 a . a • . . 14 . . . . . . - F FROM EDGE OF CONSTRUCTION OF . . . - . . 354 360.. . • . . . . . - . . . . - • • • • 358 • . • • • a . . • a • • • s • ................ • • • r • • • • • • • • • • • • • • • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . • • . • • • . . . • . . EXISTING GROUND' PROFILE . "'510 tp '�z 6W'L INt o • . • • • • • • • . • a . . . . . • • • . . . . a • . • . . . a a • • . • . . r . 1 • . • . • • • . . • .- . • • • r • • • . • 3 V 8 0 +0- 0 0 a • • . • • • . • /G • • • • . • - • • - • • . • . • • • . •v .4 •J • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • / �/" • • +().50% • • • • • • • • • • • +-.... �/ 10 ••.•••..•.•.•.••.• •.•••..••.••..••••..4.•.•..•••• ..••• • •�� • • NO . • . • • : • • . • f • • • • • • • • • • • • • f • • . IF. PHASES -3- AND 4 - ARE - NOT. . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . CONSTRUCTED SIMULTANEOUSLY, . • . • CONTRACTOR TO GRADE A SWALE 0 . 354 FROM ED • • • • • • a GE OF CONSTRICTION . • • . • • • . • • • • • • • • • • • • • • . • • a • • • • • • • • • • • • • . . • . • •' s • • . • . • • . . • • . • • • • • • • . • • • • • 4 OF • PHASE 3 `TO CATCH BASIN #6 . . . • . . . . . . • . . . . • 352 . . . . . . . . . . . . . . . . . . . . . . . . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • . . • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • i • • • • • • • . • • . 352 13+00 14+00 15+00 16+00 17+00 18+00 19+00 SOUTH FLOWLINE PROFILE \ , k - *� �- *�_ 10 u a v 1)- ! ID d d z 0 Y ,Z` La V W LLJI V � Vow C) Wm CL/� V' r LLj LLJ .! !� r,r 9*39.2 .�5 CONSTRUCTION NOTES CONSTRUCT 6" CURB & GUTTER PER C.O.B. SM. DWG. ST-11. m CONSTRUCT 4.5" WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST-3. 111 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "A". Q 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 11) m CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 f 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. f 1 RELOCATE POWER POLES - COORDINATE WITH UTILITY OWNER. Um SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER. F151 INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT. 04, A 2 C (xj N L Lj_ c C 12 N, CS a CS O 360....' 358:... 356:... 354:..` 9 +00/ 0) co -N- HORIZONTAL: 1"=50' VERTICAL: 1" = 23 CO CD n I,' to 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. O"V- INSTALL TRAFFIC SIGN PER CITY STANDARDS. VARIES R1 -1-v- INSTALL R1-1 STOP SIGN W/ STOP BAR. INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14. INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. RIGHT-OF-WAY -mss - --- SEWER MAIN STORM DRAIN MAIN EXISTING SEWER EXISTING STORM DRAIN EXISTING EDGE OF PAVEMENT = � PHASE LINE m < I- Uj Li < _F ry cf) m Li L-1i Ld il�� . 1 �I C,() CIS _f z LLJ :2 Ld 0 [if CL 31.42' 31.42' ON CURVE ON CURVE 01 - Lo tif ) r1I (-) )1(6 Ld I LO po n ch T (-) rIIIII, m Lo po po x T- 0 I rIIII LLJI Ln po r'� Ln po � 11 ry cn U 1 c1q Of U Lo U ') cr_ 0 1 cn Of 140 U r1I Of a) U I CII 0 0 > CN co r__ R/W GRADE LINE STRUCTURAL SECTIONS 60* RIGHT -OF -WAY TYPICAL LOCAL STREET NOT TO SCALE cs 4 If Ir- EEE)EEFZI/k VVA CONSTRUCT 0.20' A.C. PAVING OVER 0.66' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 71=4.5 R =14 a III •L.Lj • • 0 • a • • • • • • • • • • • • • • 0 • • • • • • • • • • • 0 • 0 • 0 • • • • 0 • • • 0 • a • • • • • • • a 0 0 0 • • 1 • • • a • • • • • a • 1 • • • 0360 . . . . . . . . . . . . . . . . . . . . . . a 0 • 0 • • • • 0 a 0 0 • • 0 • a a • • a • • • 0 0 0 • • 0 • • • 0 • • • • • • a • • • 0 0 • • 0 • 0 • • • • • a a • • • • 0 • • • • • • • • • • • 0 a • a • • • 0 • • • • • • 9 1 a • a a 4 • • a • 4 *358 to ♦ • • • 6 a • a • a • 0 • • 0 • a • • • • 0 • 4 • a 0 • 4 • 0 0 • 0 0 0 0 0 0 • 0 • • 0 • a • • a 0 • • • • a • a 0 • • • dr EXISTING. CROUND PROFILE DESIGN f. L 0 WL IW PROFILE A T NORTH F-LOWLIAIE & 0 0 0 ___1 a 0 0 0 356 0 41 0 0 0 0 0 a 0 a 0 0 0 0 0 0 9 0 a a 0 0 0 a 0 0 a 0 0 a 0 0 0 0 fA 0 0 a 0 0 9 0 a a 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 6 0 • 0 0 0 F . . ............... • -0*267a 9 0 • r'o • • 0 0 • • • 0 • • • • • • • • 0 • • 0 • 0 • a • • a • • • • • snow", -0-20% - 0 0 •354 • • • • • • a • 0 • • • • • • 0 • • • • 0 6 a • a • • • • 0 • • • • • • 0 • • • a 0 0 • • • • • 0 • • • 0 • • • • a 0 • 0 • • • • • 0 • • • • • • 0 0 a • • • 0 • • a • • • • • • 0 • • • • • • 10+00 11+00 12+00 13+00 14+00 15+00 NORTH FLOWLINE PROFILE 31.42" 31.421 ON CURVE ON CURVE 100' VERTICAL CURVE SOUTH FLOWLINE PROFILE EX SEWER cy C-0 3604100 000000 so 000000 Do 0 358•••.•••••a•...a•.•.• 356 • • a 0 • • 0 • • • a • • • • • • 0 • 0 0 354. 0 0 • • • 0 0 • 14+00 15+00 NOTE: VERIFY EXISTING LOCATION---4, AND ELEVATION IN FIELD,, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. R/W V A R I-E.S.- - SEE C.O.B. STD. DWG. ST-11 FOR SLOPE PARAMETERS 6" TYPc' 0 "" CURB & GUTTER W/ 4.e- WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% M AX. DEN SI TY. Curve Table 0 0 0- u cr_ 1 � 11 ry cn U 1 C31 Of U Lo U ') cr_ 0 1 cn Of 140 U r1I Of a) U I CII 0 0 > CN co r__ U > 0 z (nu U �_ > > 14-291 n C34 n Lo If) 00 bi 268*49"50" C35 27.13" 35.00" 4 rn bi U� M16 20.00' C51 0 WIZE0 W 20.00" 20.00' 90000"00" C38 V-) n(n co U 7) co cn C39 197.062 i-n tn co 268'049250"" flo Ln moo_ + 14.29' co rIIIII :2 cn a- W CI N 00 N U') c"I OL6 Lo CO rI1._ C> t> ILO (N > ., 0 r-, ,I ()f Lo IDENTICAL + + + + + + U-) + n Lo POINT -'° Uj po Ck 6 U) O_ 360. LLJ CC LJLJ Cr- LLJ ck: .360 358. 0 0 V_ • a 0 41 • • • • *358 V- �1115TIN.G GROUND I�ROFIL,�_ 0, FS/ GN. FL 0 K IM • A T SOUTH. FLO WL INE PROFILE • 0 • • • • 0 • • • • 356 0 • ..• ... 0 0 0 a 1_.. 00 0 6 .356 Df_S%CN FLOKINf" PROf-I'LE .0 -0-25,31 -0.207,0 0354 354 .......... ........... 00 ......... 9+00 10+00 11+00 12+00 13+00 14+00 15+00 SOUTH FLOWLINE PROFILE EX SEWER cy C-0 3604100 000000 so 000000 Do 0 358•••.•••••a•...a•.•.• 356 • • a 0 • • 0 • • • a • • • • • • 0 • 0 0 354. 0 0 • • • 0 0 • 14+00 15+00 NOTE: VERIFY EXISTING LOCATION---4, AND ELEVATION IN FIELD,, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. R/W V A R I-E.S.- - SEE C.O.B. STD. DWG. ST-11 FOR SLOPE PARAMETERS 6" TYPc' 0 "" CURB & GUTTER W/ 4.e- 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" 20.001 20.001 90000,002, C32 31.42' 20.00' 20.001 90*00,00", C33 27.13' 35.00' 14-291 44"24'55" C34 197.06" 42.00' 42.87" 268*49"50" C35 27.13" 35.00" 14.29' 44*24"55" C36 31.42* 20.00' 20.00" 90000*00" C37 31.42" 20.00" 20.00' 90000"00" C38 27.131 35.001 14.291 44*24"55"* C39 197.062 42.00" 42.87" 268'049250"" C40 27.13' 35.00' 14.29' 44*24`55" TRACT 7222 PW A IQP' A L 7 D PAP-M (D (D 00 00 00 V_ V_ _j _j LL_ it 0 0 0- 0 a 0 036 0 *358 • 0 *356 • • • 0 0354 • 0 0 0 0 0 DO 19+00 IDENTICAL POINT 360••••••...••••.!•••••••.•. •• •••••• • ••• ••••••••• ••••••••••••••••••••••.•.•••••• 0 . . 0 0 0 0 0 036 0 • • • 0 • • • • • • • • . • • 0 0 • • • • 0 • EXISTING -ROUN Pf d ILF 0 0 0 • 0 0 a a A T SOU- TH f L•OWL 0 0 a 0 0 a 0 a 0 '358 358 0 0 0 0 -0 0 0 • • 0 0 • 0 0 • a 0 • • • • • • • • • • • 0 • • • • • • . . . 0 -0 • • 0 • • • • a a 0 ■ • • • 0 • • 0 -2Q%- • • • 0 r • a • +O.Z5 0 PR Olfc J_L E 356 DL SIGN f L.0 LINE 35-6- • • • • • • • • • • . • • • • • 0 • • • • • • • . • • . • . • • . . . • • • . • • . • • 0 • 8 • 0 • • • • • • • • • • a • • 0 • a • 0 0 • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • 4 • • • • • • • • • • • 0 0 0 4% a 0 0 lb 0354 354 • • • . . . . . . . . . . . 0 0 . . . . . . . . . . . . . • 0 • 0 0 • • • 0 • • • • • 0 • • 13+00 14+00 15+00 16+00 17+00 18+00 19+00 SOUTH FLOWLI N E PROFILE �j A-I 9:1?> 7> 111 mom mw 1 11111111 T z w 5-, a Ld Of Z LLI C> t> cl 1L>1 U Uj Ck 6 LLj O_ LLJ CC LJLJ Cr- LLJ ck: V_ V- CONSTRUCTION NOTES a a 0 0 [i] M6 a FN1 F9`1 F-01 ffil CONSTRUCT 6" CURB & GUTTER 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 19) CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DING. 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 z ADJACENT TRACT. ry �� n,-1 c ) �- `�o .O FL 9 +28.23 X� mg I pq r N c CCU ! N t �c 0 f 358..... 356:...: 354:...' 352:...: 9 +00 IDENTICAL POINT l C� CN c n 00 L p� Lo C +r C rl /A 0 0 T HORIZONTAL: 1"-501 VERTICAL: 1 " =2' J J J CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. R/W CAL RZW 30 Curve Table INSTALL STREET NAME SIGN PER CITY STANDARDS, ,ES , , , VAt�t. Curve Length Radius Tangent Delta --�- INSTALL TRAFFIC SIGN PER CITY STANDARDS. ~-- �. 10 20 20 10 ,,�. ,,�._. -- INSTALL R1 -1 STOP SIGN W/ STOP BAR. 41, �C41 .31.42 20.00 20.00 90 00 00 �• *SEE C.Q.B. STD, DWG. <> INSTALL 5,840 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. • 2' '. * 290 ST--11 FOR SLOPE C42 31.42 20• as 2o. as 90000"00"' *2% M., N 2�' MIN, _.,.......�- -- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG, ST --14. 'f. -�' -4 . .� -� PARAMETERS C43 27.13' 35.aa' 14.2' 44- °24'55" • * s . ! ti _ •/ • 1•...N'•• M 1010 _ ;. .. �= � : � � .�.= • • .. *�•` -y � " ,• 044 197.06' 42.00' 4.2.87' 268 °49 5af! 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. .�� : =_- .�' i ' , � � ��== ' - =��• �--6 TYP B CURB & GUTTER -- - RIGHT-OF-WAY W/ 4.5 WIDE SIDEWALK C45 27.13' 35.00* 14.29' 44 °24055" GRADE LINE EE PLAN VIEW FOR COMPACT UNDER CURB C46 31.42* 20.00' 2 * ' " -{s - SEWER MAIN STRUCTURAL SEC11ONS a as 9a as a0 GUTTER AND SIDEWALK � „ - - - - STORM DRAIN MAIN (TYP.) 6" MIN. TO 90% C47 31.42 20.00 20.00 90600,00" -�- EXISTING SEWER 60' RIGHT,-OF-,-*WAY MAX. DENSITY. C48 27.13* 35.001 14.29 4402455" ' . EXISTING STORM DRAIN n?l CAL LOCAL STREET SECTION C49 197.06' 42.00' 42.87' 268'49'50" A/ _-=._ EXISTING EDGE OF PAVEMENT NOT TO SCALE C50 � It 27.13 35• as 14.29 44 24 55 M PHASE LINE �- t- N-- ! W z m W Ulu � m 4f LiJ m a- ? Lc) j � C3 C � r� j ►�7 C) cn � � d` mot- mot- d- + c i P6 00 + `N + + cv ° o a 0 o. Q0 � 0 t �- 00 N NO 00 0 d o ,� o ++ • � - `. ' ill I tC) (.0 '� m 0 14 F---F d � � W � Q W W s N N f•,, N U � d w Im- cq N co N W 0 F-` Q U = <C Of I- EX SEWER t 4 1 say 31.42' I STO 1:1 L A c F� ON CURVE ON cnmNo0ly N [if 00000 CONSTRUCT 0.20' A.C. PAVING OVER z �. � m ¢ c1 '�- m 'n W d- po M rn CLl t'rj W rrj m r�l 0.66 CRUSHED AGGREGATE BASE OVER 1.00 NAT. GRD. ,n Ln U Lo mot- Ln Ln u-) COMPACTED TO 95% MAX. DENSITY w 6 'o cl) r 0 "' po rn 11 4.5 R =14 0 .358 :356 :354 .� G} 51 % a .26% . . • • : . . . : , . . :552 358. • . . .. . . . . . . . . • . . • . . . . • . • . . . . • • • • • • • • • r • a • • • . . • • • • . • . • a • • • a • . • • • • • r • • • . a a fir/ • • • • • • • • • • • • • • • • • • • • • • s • • • • • • • • • • • • • • • 0 • . . . . . . . . . a a • • . • . . . . . . . . . . . . . . • • , • a a • • a • • • • • a • • r • • • • . • . • • • • • • • • • • • . . . . . . . . . . . . . . . . . . . • • • • • • • • • • • • • • • • • • • 356•... r......................... .••....•...a.......•.a.....•.•. •••••••••.•55_" (f//'�� • • t - XIS GR4?UND PROf1L • • . • A T - SOUTH Fl- 0WEINE . r • • • • • a • • • • • • a • • • • • • • • • • • • • • • • • • a • • • • • • • • • • • • • • • ♦ • • • • • • • • • • • • a • • • • • a • • • • • a • 354 0 • r • • • • • • • • • r ~�• �� - r- • • • • • • • • • • • • • • • • • • • • • �j • • • a • • • • • a • • • • • s • • . a • • • • a • o • • • • . • • . -/T . -0.25 7,9 • ,,,._ • • +cam • • • • • • • • • • • • • • • • • r • s • • • • • • • • • s • • a a • a • • • • a • r • • • • • • • • a • • a a • • • • • • • • • • • a • • • • • • • • • • • • • • • • • • • • • • DESIGN FLONLINE PROFILE •-- 0.26 %• 0.26% • • 352'0 • • • • a • • • • • • • • • a • • • • • s • • • • • • s • • • • • • • • • o • • • • a • a • • • • • a • • • • • • • a a • • • • • • • a a • • • *52 3 9+00 1 11+00 12+00 13+00 SOUTH FLOWLINE PROFILE PHASE 7 4 31.42' -N- CURVE HORIZONTAL: 11"'=50 _'.-.I VERTICAL: 1"=2' rK e rn ca m U co d z 0 � �� 0 . Ln l } 3 �0 _n �I a �I �I � I A FL 18 +00.18 X> 1p 4 m U3 0 u m u�o 0!� o= ,z � � m vi w vim ffi w irri � m m (o a- w Ln NO U to � rn r� r� po U r� t� N Lo t3? Po po 00 0 Ln + + + + + m � N + 00 CN 00 r` m � N � w 358••••.••...•.•• 10 .0••••• a••• •.•.•.••• r••••.•...••••.• ••••.a.••••••••••••a••.•.•••••• •...•!••...•...•••••0• • •..••358 • • • a • • • • • • • • • • • a • • a • a a • • • • • • • • • • • s s f S !!! GROUND FROP1 • s • AT S�l Tf L CyLCVL • • • • • • r • a • • a • • • a . • • • • • • • • • • . s • • • s � . . . � �. ""• -• • • R `• • ,w�Qy 0 • • 0 • • • • • • • • t0 0 . . . . . . . . . . . . . . • /! • . • . j . . . . • . . . . • .ao ° . . . . . • . • • • • • • • • • • • • • • • • • • • • • n • • • • • • • • • • • • • • • • • • • • • • • • • • r • • • • a • • • • • • • • . • • • • • • • • • • • • • • • • • 56 • • • • • s • • s /// f • • • • s • • • • • • • s ♦ • • • • • a • • • • • • • • a a a • • r • • • • a • • a a a • • • . . • . • • . . . . • . . . • . a • . . • • . . . . . • . • . . // ./ • . . . . . . . . . . . . . . J�\ a . • . . . . . • . . . . . . • . • • . . • . . . . . • • • . . . . . • • • • . . . . . . • . . . . . . . . . • • . . / • • . . . L -nil • • . • • a • • . • • • • • • • • l / • • • • ! • • • i • • • • • • • • i • • • • • • f• r•� JI s • • r • • • • • • DEIGN FL OLCN P OF /LE • 354 4 • • • • • • • • • a • • 0 • • • • • • • • • 0 a a • • • • • • • E • • R• • • f • • • • • • • • • • • • a • a • • • • • • • • a • a • • • s • • • • s • • • • • • s • • • • • • • • a • a s a • • • • a • a • • • • • • • • • • • • a • • • r • s • • • • • • a • • • • • • • • • • • • • a a • • • a a s • • • • • • r • r a • • • • • a a • • • • • • • • • • • • • • a • • • . . . • s a • • • • s a • • • • • • • 6i 0.2% • +0.26% • .0.26% a • a • a a : 35 2 0 • a • • • • : • • • • o a 0 • • a 0 • • • a • • • 0 a • • 0 • • a ` • s • • • • • • 0 • • • a • • • a . a • 0 • a • a • • • a . • • 0 • • i a • a • a a • a 0 • • • 0 a • • : • • • 0 • • • a • • r : • • 1 a • • • 0 • • • .03 5 2 12+00 13+00 14+00 15+00 16+00 1 18+00 19+00 ant 1 TH R nwi INIF P F 4.1 -i�a� PkI -� 0 �- m L1 c4 00 z C + N + ILO r+., 00 5. N W tL 358 z W ........ ...• ...........,............. ............................... � ....•.......................358 • w EX/S TIN ` Tf 1 CGROUND ROUND PRO f1 L E a . • • • • • • • s s • • • • • • • • • • • • r • • • • • • • • • • • • • • • • • o A T NORTH L r I E • • • s • • • • • • a *as a • • s • • • • • • • • • • • t s • • a • • a • - .a. • • • • � • a • • • • `T• 1 • • + • • �i • • • • • • • • • • • • • • • • • • • • LAJ r-r • 4b .cx 356 e s • a • • • • • • • • a • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • a • • • • • • • • • • • r- 0 41 0 a a 0 0 9 9 a 0 a s a 0 0 0 0 0 0 0 a 41 0 /y+ a 0 a a 0 0 0 a 0 0 0 0 a • • • • • • • • • • a •Ar • • • • • • r • • • • • • • • 354 s • • s • r • • • • • • • • • s a • • • • • • • • • '354 • • • ..... • + 0.51 % • _ _ ..- �s • • • • • a • • • • • • • • • • • • • • • • a • s • • • • • • a r • s o • s • s • s • • • • • • a a • • s s • • • • • s • • • • • 9E.SIGN. FL OtrYL•INE PROFILE • • • • s • • • • • s • • • • Q. 207 o • • - 0.26%. 0.26% • :•.2610 t . • a . a a . . . . a . . . . • . . • . a 352 : . a a : • • • : • • • : • • r : • • a : a r • : a . . : a • a : . a a : r a a : • a a : • • • a a a a : a • r a a . a : a a r a a . • : a a . : . . . : r . . : . . . : . . . : . a . : . a a : . a a : . . • : . . . : . . . : � � 2 12+00 13+00 14+00 15+00 16+00 1 18+00 19+00 NORTH F P��FILE IDENTICAL POINT 31.42' 31.42' NOTE: VERIFY EXISTING LOCATION AND ELEVATION ON CURVE ON CURVE IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY !_ I !_ -m ENGINEER IF THERE ARE ANY DISCREPANCIES. In mr'.111 rld 1 o ry N tv f"n rV rn tv r-.1"I o m U3 0 u m u�o 0!� o= ,z � � m vi w vim ffi w irri � m m (o a- w Ln NO U to � rn r� r� po U r� t� N Lo t3? Po po 00 0 Ln + + + + + m � N + 00 CN 00 r` m � N � w 358••••.••...•.•• 10 .0••••• a••• •.•.•.••• r••••.•...••••.• ••••.a.••••••••••••a••.•.•••••• •...•!••...•...•••••0• • •..••358 • • • a • • • • • • • • • • • a • • a • a a • • • • • • • • • • • s s f S !!! GROUND FROP1 • s • AT S�l Tf L CyLCVL • • • • • • r • a • • a • • • a . • • • • • • • • • • . s • • • s � . . . � �. ""• -• • • R `• • ,w�Qy 0 • • 0 • • • • • • • • t0 0 . . . . . . . . . . . . . . • /! • . • . j . . . . • . . . . • .ao ° . . . . . • . • • • • • • • • • • • • • • • • • • • • • n • • • • • • • • • • • • • • • • • • • • • • • • • • r • • • • a • • • • • • • • . • • • • • • • • • • • • • • • • • 56 • • • • • s • • s /// f • • • • s • • • • • • • s ♦ • • • • • a • • • • • • • • a a a • • r • • • • a • • a a a • • • . . • . • • . . . . • . . . • . a • . . • • . . . . . • . • . . // ./ • . . . . . . . . . . . . . . J�\ a . • . . . . . • . . . . . . • . • • . . • . . . . . • • • . . . . . • • • • . . . . . . • . . . . . . . . . • • . . / • • . . . L -nil • • . • • a • • . • • • • • • • • l / • • • • ! • • • i • • • • • • • • i • • • • • • f• r•� JI s • • r • • • • • • DEIGN FL OLCN P OF /LE • 354 4 • • • • • • • • • a • • 0 • • • • • • • • • 0 a a • • • • • • • E • • R• • • f • • • • • • • • • • • • a • a • • • • • • • • a • a • • • s • • • • s • • • • • • s • • • • • • • • a • a s a • • • • a • a • • • • • • • • • • • • a • • • r • s • • • • • • a • • • • • • • • • • • • • a a • • • a a s • • • • • • r • r a • • • • • a a • • • • • • • • • • • • • • a • • • . . . • s a • • • • s a • • • • • • • 6i 0.2% • +0.26% • .0.26% a • a • a a : 35 2 0 • a • • • • : • • • • o a 0 • • a 0 • • • a • • • 0 a • • 0 • • a ` • s • • • • • • 0 • • • a • • • a . a • 0 • a • a • • • a . • • 0 • • i a • a • a a • a 0 • • • 0 a • • : • • • 0 • • • a • • r : • • 1 a • • • 0 • • • .03 5 2 12+00 13+00 14+00 15+00 16+00 1 18+00 19+00 ant 1 TH R nwi INIF P F 4.1 -i�a� PkI -� 0 �- m c4 z o 5. W tL � U w 141 LAJ WK .cx ` r- CONSTRUCTION NOTES F4_1 a] O D F8_1 D m m Q r_ 0 r W W � W Z V) W r W W � X SEWER W1 7 w, OM1 -3 z M CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DING. ST -1. 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. R/W CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DING. ST -3. Tangent INSTALL STREET NAME SIGN PER CITY STANDARDS. R w�4 CONSTRUCT W !, HEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE A ,# . --� INSTALL TRAFFIC SIGN PER CITY STANDARDS. CONSTRUCT WIDE CROSS- GUTTER PER C.O.B. STD. DWG. S -35. CONTRACTOR SHALL COMPACT AREA R1 -1-vm- INSTALL R1 -1 STOP SIGN W/ STOP BAR. � s UNDER CROSS- GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1) -�- P . a INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. C.C3•B• STD DING. ST 4 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DING. N0. D--14 -C-)- INSTALL 9,.500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14• OMITTED O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. CONSTRUCT 16' STANDARD DRIVE APPROACH PER C.O.B. STD. DING. ST -4. . - -- -- RIGHT -OF -WAY ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 90.00'00" SEINER MAIN RELOCATE POWER POLES - COORDINATE WITH UTILITY OWNER. - - -�-- - - STORM DRAIN MAIN SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER. ... �-. EXISTING SEWER INSTALL III --31 (ACA) SIGN WITH OM4 -3 MARKER. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION 20.00' EXISTING STORM DRAIN OF ADJACENT TRACT. 31.42' 20.00' 20.00' - ,lh-- ==.- EXISTING EDGE OF PAVEMENT 31.42' 20.00' PHASE LINE c t 14+ 95. 0 ., ,. 300 ., . � r = W n Cn PAINT 12" LIMIT LINE USING PHASES 5 & 7 i i r Q � W W Q S � W � W W cn THERMOPLASTIC PAINT PER z CALTRANS STANDARD SPECIFICATION HORIZONTAL: 1"'=50' CONSTRUCT 0.20' A.C. PAVING OVER VERTICAL: !"=2` 47.121 0.55' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. 31.42 31.42 COMPACTED TO 95l MAX. DENSITY 31.42 ON CURVE ON CURVE ON CURVE TI =4.5 R =14 ON CURVE i i i i Of CD Of co ry 00 00-1 N U U r'*• U to U z 0) U tf) w r`� cn r L ,v-j a] r-j w ,,fj �j J j m �= w d Ln + + + + CN 358 • . s s • • • • • a • • • • • • • • • • • • • • • • • s . • • • • s • • . • • • • • s • • • • s • • • • • • • •. • . • • . • • • • • • • • a • • s • • • • • • • • e • • 3 5 8 . . . . . . . . . . . • . . . . . . . . . . . . • • • • • • • s • • • • • • • • • • • • • • 0 0 0356 . a . . . . . . . . . . • • • • 356 • • • • • • • • • • • • • a • • • • • • • • • • • • • • • • • • • • a • a s • • • • • a • • . • • • a • • • . • • 0 0 0 0 A T IlEST FL Pf/LI1II._ • • • • • • • • • • • • • • • • • • • • • • • • • • • • •- ► • • • • • • • • • • • • • • • • • • • • • • • • • • s • • • • • • • • • • • • • • • • • • • • • • • • • • • s • ! �r • • • • • • • • • • • • s • • Q . +-� ' % 354 • • { � l ••. •••• \\ ••.•.••.•••••.•.••••••• •••••••••••_.__•.�.___•- _ :••••• •• ... .�..•.••.•• ♦••...••354 0 5 1'% +07% j /'� ��y yyy - • • • • �� •mil . 2 ( • • �- �• • r • • • • • • • • • • • • • • e • • • • • • • • • • / S/J FL / YL f - PRVFIL E • • • • • . DESIGN• FL 0/ INE PROFILE • • • • a • a a 0 0 • a e • • e • • • • • • "352 352 *• • • • • • • • r • • • • . • • • • • • a • . r • • . • • • • ♦ • • • . a • • 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 ry 0 Of c.0 Cr_ 00 cif N O N Cy 00 D w 0) r� o N U 0 U r~ t� 0 1- U et- U Ln 0 _z 07 U tC) 00 m w m r� w r"6 m w r� uC --� r� m d- I. -�..t L6 t.c"7 0 0 to U-) Ln 0 in d' Ln Ln Ln raj O r� Q raj r'} 0 r� +. cwll i�7 ro rn CO r`r� 2 to d` 358. . . . . , . . . . . . . . • • ! . • . a . . • • • • • • • . a . • . . . a • a . . • a . . r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .358 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 356 l • • • • • • • • • • • • • • • • • • • • • • • • t • • • • s • • • • • f f • • • • f TIN • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 3 5 6 �,�rI.S0 Gr40UND PA>OFILE • A T EAST FL OWUNE • • • • • • • • • • • • • • s • • • • • • �� • • • • • • • • a • • • • • • • • • • • • • • • s • a • r • • • • • • • • • • • r • • • • • • • • • e • • • • • • • • • • • • • • • • • • e • • • e • • f • • • • • • • • Y.^^ 0' ?3 4 5 354 . . • a • •1 *mss . . • • �- . . • • a . • • • . . . . • . . . . . . . • . • . . -. : • . . . . . • . •M • - . ° . . . . . . . . . . . • . . . . . . 354 S?` ° a a �... --0 -4 +0. 5.1' r - -4.51, ° • • DESIGN FL C WUNE PROFILE e a a e e a 352 ...•.•...•.•••••.•....•.•......•.•...•.•.•.•...•.••.•..•• •a•••a•••••a0aaaa.•••e.•a••.352 10+00 11+00 12+00 13+00 14+00 15+00 EAST FLOWLINE PROFILE i L J- 30' 10' I 20' 2' TYPO t2% MIN 4 •L .• y •� ti GRADE LINE C 20' *2. I4tt , - =_n + r � s, EE PLAN VIEW FOR STRUCTURAL SECTIONS 60' RIGHT -OF -WAY TYPICAL LOCAL STREET SECTION NOT TO SCALE R/W 10' V-- "� * SEE C.O.B. STD. DWG. 2% ST -11 FOR SLOPE PARAMETERS 6" TYPE "B" CURB & GUTTER W/ 4.5 WIDE SIDEWALK �-- COMPACT UNDER CURB ' GUTTER AND SIDEWALK (TYPO) 6" MIN. TO 90% MAX. DENSITY. rK U U U U U W m w m I W 0 0 O p p O � D O 0 O � D C5 D D cD d- � co d- + Lf) TRACT 7222 TRACT 7222 PHASE 5 � � � PHASE 3 (e 3 11 0 3 °�' I 11 0 3 � EX SEWER 04 w N00'56'48 "E 2 11 300.00' 12 � N.U.0 'S� 2�0Q' 14 2 15 � 16 +00 � cm 419 7 10+ 0 1 I 2 1 11 Pry � o » o N 11 n c�, � a n N 3 °° co w T � TRACT 7222 0 � w � � w < � �w w PHASE 6 + m �C° W + m �'f- W Li 0 W o 0 Q o (� o Z C) cf) o Q pZ � o wN ° w PHASES 1 2 3& 5 5 W uj 09) J� W m 31.42' ON CURVE [rrn �r U r` U c m w r LO 0 0 r-- 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 11=4.5 R =14 ON CURVE ON CURVE 0) cif, Pf) ry r'7 cr_ (3) 0w - CO 0 O L0 U CC 071, wLm(0 Lu 4�9 CD (C) } L LO L 0 '-O L w� ! to � � +� i 0 �4 31.42' 31.42' ON CURVE ON CURVE or Curve # Length r-- 000000 Tangent UC ] wc6M(6 31.42' wr 20.00' P O r 31.42' 20.00' 0 90.00100" C14 0 20.00' 20.00' 9000'00" C15 31.42' 20.00' - 90.00'00" CC t- Curve Table Curve # Length Radius Tangent Delta C12 31.42' 20.00' 20.00' 90.00000" C13 31.42' 20.00' 20.00' 90.00100" C14 31.42' 20.00' 20.00' 9000'00" C15 31.42' 20.00' 20.00' 90.00'00" C19 31.42' 20.00' 20.00' 90'00'00" C20 31.42' 20.00' 20.00' 90'00'30" C21 31.42' 20.00' 20.00' 90000'00" C22 31.42' 20.00' 20.00' 901000'00" C26 31.42' 20.00' 20.04' 90004004" C27 31.42' 20.00' 20.00' 901800'00" C31 31.42' 20.00' 20.03' 90'00'00 C32 31.42' 20.00' 20.00' 90'00 *00" C36 31.42' 20.00' 20.00' 9000'00" C37 31.42' 20.00' 20.00' 90000'00" C41 31.42' 20.00' 20.00' 90.0(}'00" C42 31.42' 20.00' 20.00' 9000'00" C46 31.42' 20.00' 20.00' 90`00'30" C47 31.42 20.00' 20.00' 900001,013" C51 47.12' 30.00' 30.00' 90.00'00" C52 47712' 30.00' 30.00' 1 90'00'00" z 1 HORIZONTAL: 1 50' VERTICAL: 1 " =2' W� z Q� � W 0 W --J W W U T_ 4- w U) Q z I j- N N N 1 I� IU � Q� 31.42' ON CURVE ' c0 ry O )d' U� W � Ln I L0 PO PO d- Z W W CD W v Z Z Q 360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .....••................•... ••.•a••••••••r• a •...••.•••••..••.....••.•••••.• . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .••..............•••.•...360 . . . . . . • • • • • • • • 0 • • • • • • • • • i • • • • • • • • . . . 10 0 0 a a 0 • • • • • • • • ♦ • • • • • • • • • • • • r • • • • • • . . . . . . . . . . . 0 0 0 40 a a 0 a 0 0 0 • • • • • • • • • • • • • • • • • • ♦ • • •E/ tS IN • / I NO j J r1? ✓f 1L • • • • • . . . . . 0 0 0 0 a • • • • • • • • • • • • • . 0 • • • • . . 0 0 • • • • • • • • • • r . . . • • • • • r • • • • • • • • . • . • • • • • • • • • • . . . A T WE ST L O LNE . . . • . . r . . . . . . . 358 w P 358 • • • • • • • • • • • • • • • • • • • • a . • • • • • r • • • • • • • • • • a a • • • • • • • • a • • • • • • • • • ! • • • • • • a a • r a • a • • a e • • a • • • • a • • • a • • e • • • • • • • • _ • • • +-- 0 0 a 0 a • • • • • • • • • • • • • • • • ♦ • • • • • a s • • • • s • • �"'�{ .,.•,y • • • • • s • • ♦ • • • • • 0.20 %i 06-207. • ♦ • • �•.� • • • • • • • • • • • • • • • • • • • • • •�` • •!,s ��. �•_.� ♦ • • • • a +.0.20 - • s • • • • • a • • i • • • • • ♦ • • `� • 0.5 ' • • • a • • L 01 •• o • a • • • 0 • • • 0 • 0 • • • • • • • i a • • • • a • • v - .20% +0• -. 0.51% + -5 - -_ ♦ • 356 cnn 0 0 0 0 0 0 0 • • • • • • • • • • • • • • • • • • a . a • • • • • • • • a • • • • • • • • • • • • • • • • • • • • • • • • • • r • • • • • • • • • • • • • • • • • a �ESIGIa FL G�LNE P• ROFILE • • • • • • • a IN • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • r • • • • • s • • • • • • • • • • • • • • • • * • • • • • • • • a • s s • • a • • J S v� f _E v/L I �E ��F� L L • • • r a • • s s e • • • • • s • • • • . . . • . • • • • • • • . • r • • • • • • • • • • • • • • • • • • . • • • • ♦ • • • • • • • • • • • • • • r • • • • • • • • • • • • • • • • • • r r • • • • • • • • • . • • • • • • • • • • • • • • s • • • • • . • • • • • • • • • � ��• a a • • • • • • • • • • • • • • • • • • ♦ �L PfC FaLE • a r • • • • • s • • . • • • • . • • • • • • • • • • a • • • • • • • • . • • • • • • • • • 354 " • • • • • • • • • • • • • a • • • • • • • • • • • • • • • • • • • • • • • • s • • • • • • • • • . . • • • • • • • • • • • • • • • • • • • • • • f • • a • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • r • • • w • • • ♦ • • • • • • • s • • '354 • • • • . • . • • • 9+00 1 11+00 12+00 13+00 14+00 15+00 16+00 U 17+00 18+00 19+00 WEST FLOWLINE PROFILE W W 31.42' 31.42' 31.42 31.42' 31.42' W 31.42' ON CURVE ON CURVE ON CURVE ON CURVE ON CURVE ON CURVE of m Of to UN U 0w O_z CD cr_cn wPO wPO w 0w r- U10 ULnULO u 0z Of n"mrm tYWit- C��; UcgUN u0 V-)ce"I C� 0w C3z -d- cat r(0 ry cy C.3 d; Uc.0 r` w C --I � m cSJ w LO m Lo w c0 0 -� � w r` r` w r`• '} m r�- O _j tC? 0 LO PO O LO + W 0 t�? t� L 3 Ln LO 0 rO ro PO O ro + Cwt} r`� t to V1 r� r� Q0 r � U r7 of + W 0 �Q lqd- 0 Q `� mot- _ 0 0 (0 Nt- r r�Q Z 4 Q + 0 a- + + C_ N r7 + + in Q0 d_- o_ + 00 + 360 ......................... a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. ................ , ...... • • . • .......... • .... • .... ..................... • ..360 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 358 • a • • • • • a • • • • • • • • • • a • • • s • a • • • • a a • • • • • a a • • • a a a • • • • a • • • • • • • • a • • • a a • • s • a • s a s • • • • • a • a • • a • • • • a • • a a • • • • t • a • • • • a • • a • ♦ • s • • • a a a a • • • • • • • • • • • • • • • • • • • • • • • • • • • • • a a • • • • • • • a • • � �• . a a • • • a • • • a a • a • • • a a a a • 3 5 8 • • • • • • • • a • • • • • 10 a a • • • • a • • • a F Fri 70 • • • • • 0 • • L• �� • + �� • • ,�.+r' i� • • • • • • • • • • • • • • • a e • e -` • • a 0 • a a • • • • • • • • • • a • f • • • • • • • • • a • • a - e • a • • • • a • • • • • • • • • • • • • • • • • • • • • • • a'+••.,r, • • • • • + a V.• 7q • •�• •~ �� p� �� • • • • • • • • • • r j� '{�~ • �• • • • • ! • • • • • • • • • a • • • • • • • • • • • • • ! . • • .20%. • • • +0.207,o 0 • + • • - / +am • .� - 0. �s � �- . � � � 3 5 � a • a a a • • • • • • • s a a • a a a a s • • • • • • a • • a a a a a a • • a • a a • a • • a • • a • • • • • . • a s a • • a • • a ! • a a a • • a a • • • • • • f a a • • a • • • • a a • • • • . • a I i SiG LV WU Ni • V /L-f- . . . . . . . . . . • DESIGN_ FL•OWEINE PROF -ILL • L7E.SLGN �� G LINE` Pf�C1FILE • a • • a • . . . . . . . . . . . . . . . . . . . . . . f . . • • . . . . . . . . • . . . . . . . . a • a a • • e • • • • • a • • • a a a • • • • • • a • • • a • a • • . e • • a a • • a a a • e • a a a • a • • a • • a • a • • • • a a e • a • a a • a a s a • • • f • a e • a • • • • a a a • a EXS. y�f NL G/1 .f • �. j( V F I E. . . . . . . . . . . . • a a • a a • . r . a • • a a a • a . • a a a a • a • r • • . a a • . a a a • • a e 0 a • • .AT EASTFLOWUNE • 0 0 0 0 '354 354 • • • • • • • • • • • • • • • a • • - • • • • • a • t • • • • a a • • • e • ♦ • • • a • • a • • • • • • • • s • • • • a • • • • • • • • • • • • e • • • • • • • • • • • • • a • • a a a • • • • s • a • s e 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 � 4 V) 0 w P u, w X +-- La a_ v cnn t� .- C>- c _ U CILLai W W W W r` ~ � 1 CONSTRUCTION NOTES ❑1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. Q CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. Q CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. ST -18. ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. [51 RELOCATE POWER POLES — COORDINATE NTH UTILITY OWNER. Q SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER. Q7 CONSTRUCT TYPE 'M -2' TACK —ON MEDIAN CURB ON EXISTING PAVEMENT PER C.O.B. STD. DWG. ST -18. B SEE DETAIL 1561 CONSTRUCT OPENING IN MEDIAN AT LOW POINT. [i] MEDIAN TAPER BY OTHERS, TRACT 8553 10 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "A ". w C]! C) W CD n �C Q "5 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. -<S)- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. 0 EXISTING SURVEY MONUMENT -- PROTECT IN PLACE. -- — -- RIGHT —OF —WAY (s) EXISTING SEWER -°- EXISTING STORM DRAIN `h " EXISTING EDGE OF PAVEMENT SAWCUT LINE M r 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 C1 46.95' 30.00' 29.83' 89 °40001 " C2 47.29' 30.00' t 30.17' 90 °19929" 3' HIGH BARB MIRE FENCE ST RW STREET CL CONSTRUCTION ST LDSC & SEC110N LINE CL RW PL 25' 55' --86' 9' FL FL le-6" HIGH 48'.59' 7' eI = WALL REMOVE EXISTING PAVEMENT EX 10' EXISTING PAVEMENT TO REMAIN AND RECONSTRUCT EP VARIES s LS AREA 112-71 -799 151-26f �X SAWCUT � � - ----- �-,�.K «,.ems :: �.- "' ci 6" TYPE "B" CURB ,& CUTTER , W% 5.5' WIDE .SIDEWALK CON ST. TYPE "M" SEE PLAN VIEW FO MEDIAN CURB COMPACT UNDER CURB, STRUCTURAL SECTIONS GUTTER AND SIDEWALK * SEE C.U.B. STD. aW G. (TYP.) 6" MIN. TO 90% MAX. ST -11 FOR SLOPE DENSITY. PARAMFTFRS T)?ICAL PANAMA ROAD S EC11ON NOT TO SCALE NOTE: ALL SAWCUT TO BE 1' INSIDE EX. PAVEMENT OR AS DIRECTED BY CITY ENGINEER. 31 1 C m ce = ce �a •ac �"c V a (A �; U Liu � W Z w Im% 1 o. v° C> cn F` CONSTRUCT 0.50' A.C. PAVING OVER � 1.00 s CRUSHED AGGREGATE BASE OVER 1.00 . NAT. GRD. U o w COMPACTED TO 95% MAX. DENSITY o 5 R =35 = � s 47.12' 47.12' TI 9. -� ON CURVE ON CURVE „.— � .— z Q m m w c; m m w 6 HORIZONTAL: 1 "= 50' w z -~- m w� � � � ( w� w a � n ''� ,' VERTICAL: 1 " =2' ; ui rn > > � • r,-- + N � + + N 00 o c1q 362 • • • • • • • • • • • e • • • • • • s • • • • • • • • • • • • • • • • . • • • • • • s • s • • • e • • • • ♦ • • • • • • • • s • • ♦ • • • • • • • • • • • • • • • • s • • • • • • • s . • • • ! • • • • • • • • ♦ • • • • . • • • • • • • • • ♦ • r • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • r • • • • • s • • • • • • • • • e� •r. .r. i i • .362 wow t 0 0 0 a 0 0 0 a t a EXISTING GROUND PROFILF • . ..r- A T SOUTH FL OWLINf a. Moo" • • • • s • • • . a • • • • . • • • • • . . • • • • • • . . . • • a • • • a • I'• r e • • • • . r�_e • . ♦ • • • • • • a • . • . a . . • • • . a • a • • • •. • , • • • • � •...rte �i� • • • a r a . • • • • • • a • • • • a • • • • • • • • • ♦ • • • • • • • • . . • • • • . • • a • PER TRACT 6553 � . r � . _.._. � ._ 0.--- • +0.20% 0 I'Zoo, ui :360 O • ,• r ++ • • . ��J '/fir /� • • • • • • • . • • . • • . • • . • • • • r • • • • • . • +0. U V Df SIGN FL OWLINF PROfIL . • • 358. • • • • • • • • • • • • • • • • • • • • • r • • • • • • • s • • • • • • • • • s s • . • • • • • • . • • • • . s • • • • • s ♦ • • • • • • ♦ • • • • • • • • o • • • • • • . • • r • • • • • • • • • • . • • • • • • • ♦ • • • • . o • s • • • • • . • • o • o • • • • • • • • a • • • • • • • • s • • • • • • • • • • • s • • • • • • s ♦ • • • • • • • s • • • • .358 20+00 21+00 22+00 23 +00 24+00 25 +00 26+0V SOUTH FLOWLINE PROFILE CONTRACTOR MAY POUR CURB NOSE MONOLITHICALLY OR AS SEPARATE BACK TO BACK CURBS. STD. TYPE 'M-21 MEDIAN CURB TALL TYPE "M-2' MEDIAN CURB TURE OVERLAY �- -EXISTING AC MEDIAN CURB ON EXISTING (D PAVEMENT DETAIL NOT TO SCALE �.k -'taza P�' 1- a CONSTRUCTION NOTES m m m R1 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 47.12" 30.001 30.00" 90000"00" C52 47.12" 30-00" 30.000 90000* 30" 1 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 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-- < _j n LJ cn 69 HIGH BLOCK WALL LDSC ST PL RW 39 1 8' LS AREA 6" TYPE "B" CURB & GUTTER - W/' 5.5 WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 619 MIN. TO 90% MAX. DENSITY. 4519 11' 1 34' *2%-3-5% SEE PLAN VIEW FOR STRUCTURAL SECTIONS TYPICAL BERKSHIRE ROAD SEC710N B Ei IR 1K S Fi I IFZ 1E 11R (D A E) CONSTRUCT 0.30' A.C. PAVING OVER 0.90" CRUSHED AGGREGATE BASE OVER 1.00" NAT. GRD. COMPACTED TO 95% MAX. DENSITY Tl=6.0 R =15 _N- HORIZONTAL: 1"-50' VERTICAL: 1"=2" NOT TO SCALE ST CL 4" 1 4' 5X 2:1 m M M w 4c I 1p 47.122 47.12' cn ON CURVE ON CURVE EXISTING CARNAL BANK TO BE z 0 n-1 of (.0 ry 0 Rf -L OCA TED 8 Y 0 THERS (n w 7,4 U m 0 U 4 bi rl%- U Pri M rl�- UCH f1ri Li 4 z Ld Z6 VH o n Lli po 00 Ln Lo co Lo CN W Lo :2 c\j .0 Po > �vo 0 + ry n + 't + Ln + n CN 358N* .358 • EXISTING GROUND PR Of. IL E — . A T NOR 7H . . . . . f j-- 0 W.LJIYE. 0 0 0 0 0 0 E 0 0 • • • 0 • 0 356 *356 ......... • • • 0. 0 0 ....... • im mow sum 354. • .� '354 —0-51fo DESIGN f-LOWUIVE PROFILE 352 *352 • 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 FLOWLINE PROFILE ST CL 4" 1 4' 5X 2:1 m M M w 4c -cc cn z 0 ry VH W �vo ui im ROADSIDE SIGN &PAVEMENT DELINEATION NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 20069 THE MUTCD 2003 EDITION AND MUTCD CALIFORNIA SUPPLEMENT, 2003 EDITION. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION APWA AGC . ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE MUTCD, 2003 EDITION & MUTCD CALIFORNIA SUPPLEMENT, 2003 EDITION. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010- 21C -19 ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 2 til 21 10 22 Lid o Z cc 1:) A N /k /k LA N IE W h HORIZONTAL: 1"=50 PAVEMENT DELINEATION LEGEND — 11 38 INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A208, Q AND A200. NUMBER IN Q INDICATES DETAIL N0. ON STANDARD PLAN. LL INSTALL 12" WHITE LIMIT LINE AS SHOWN. a REMOVE ALL EXISTING PAVEMENT MARKINGS AND /OR TRAFFIC STRIPING IN CONFLICT NTH NEW CONSTRUCTION (TYPICAL). • INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. Q !m -j m INSTALL "BIKE LANE" LEGEND AND ARROW AS SHOWN. 11 12 I 13 23 24 SIGN LEGEND EXISTING SIGN TO REMAIN. INSTALL NEW 1 POST SIGN. INSTALL NEW MULTI —POST SIGN. RELOCATE SIGN TO EXISTING STREET LIGHT STANDARD. RELOCATE EXISTING SIGN. REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR). SIGN LOCATION NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING, SIGN CODES OM 1 -3 YELLOW DIAMOND OBJECT MARKER OM2 -2V N VERTICAL OBJECT MARKER R1 -1 N STOP SIGN SNS ti STREET NAME SIGN W3 -3 ti SIGNAL AHEAD R26(CA) NO PARKING R7 -9 w NO PARKING BIKE LANE R1 -1 STOP SIGN R6 -1(R) ^' ONE WAY (RIGHT) R5-1 DO NOT ENTER R 11 -2 ROAD CLOSED NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. Q � NOTE: MEN FUTURE CONNECTION IS MADE EAST OR WEST, BARRICADE IS TO ry BE REMOVED AND BERKSHIRE ROAD IS TO BE STRIPED ACCORDING TO FUTURE W CONDITIONS. I 14 i j 6 15 14 13 12 Kel 24 +96. \ TYPE 3 BARRICADE OM 1 -3 /R 11--2 131E IRKS I!wi I FZIF= F (DA[) 27 HORIZONTAL: 1"=502 28 11 w 10 0 30 )l / w p k ,7w)l ll"�_ mew 4c Ln .4c .4c z U) w 2 =w 12 c_, w U O_ W a°0- ° s5 W r